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HomeMy WebLinkAbout1233 BENCH MARK *48 EL 1493.883 CHISELED ❑ AT NORTHWEST CORNER OF CONCRETE DRIVEWAY SOUTHEAST CORNER 19th 8 AMETHYST. T.B.M. EL 1516.47 _ _'F inAd�Nk. C _ _3 G. �NGA .W1 y a-", CHISELED [3 AT NORTH END OF EAST CURB AT STA. 4*93.5 ON AMETHYST STREET AS SHOWN ON DRAWING 1003 SHEET I OF 2 OF 'PLAN 8 PROFILE AMETHYST SYREET- DATED 4-21-86. GENERAL NOTES AME HYST STREET RECONSTRUC ION AMETHYST STREET-- From 19th Street to 500'+ North 1A. a. All work within the State right-of-way shall be to current Caltrans Standards and Specifications. hway is for 19th STREET—b. The structural section indicated for the hi �.From 363 - West of Ameth st St, to 240 East of Ameth st St. 9 estimating purposes only. Actual section is to be deter- mined by the Soils Engineer after grading and the appropriate laboratory tests have been conducted. c. Work area shall be overlayed so that pavement joints match lane lines and as directed by the State' s Representative. d. All manholes backfill shall be slurry backfilled as directed BANYAN by the State' s Representative. STREET e. Signal cabinet and telephone lines location shall W W ~ g p sal be as � � W directed by the State Representative. SAN LEGEND_ tq Q t/1 (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 - FEATHERED AC OVERLAY NEW T.3 A.C. PAVEMENT 1985, WITH 86 and 87 ADDITIONS SHALL 3E FAMILIAR WITH AND SHALL�L BE s LEMON AVENUE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. REMOVE RERACE AC PAVEMENT COLD PLANE AND OVERLAYEM 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, R VALVES , F'RE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEYENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO ALTA LOMA DRIVE CUCAMONGA. HIGHLAND AVENUE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULT- UTILITY PHONE NO. ING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS , 'WP ET4ER OR NOT SUCH .'FACILITIES ARE SHOWN ON THESE PLANS. SHEET 2 SHEET 5 GENERAL TELEPHONE FOR UNDERGROUND SERVICE (800) 422-4133 4. A NO-FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRPACIFIC TELEPHONE COMPANY (800) 422-4133 IOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO j Isrn STREET CUCAMONGA EASEMENT OR RIGHT-OF-'�"AY. AN ADDITIorIAL ENCROAGHFiENT F•EF;r•1IT 19TH ST.C SHALL BE OSOUTHERN CALIFORNIA GAS COMPANY (7I4) 529-7070 OR OBTAINED NFD FROCALTRANSTF"1ACALTRANSF-oF; b10f�:k 41I TH I hJ � 2191 E. BIRCH STREET 6REA, CA 92621 (TRANS.MAINS) (7 t 4) 529-2889 5. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CITY OF RANCHO CUCAMONGA AT THE CITY'S SHEET 6 EXPENSE. STAKES WILL BE PROVIDED AS REQUESTED BY THE CONTRACTOR AT NO MORE THAN 50- t SHEET 4 AFTER HOURS EMERGENG�Y (213) 689-2641 FOOT INTERVALS SUBJECT TO THE APPROVAL OF THE ENGINEER. CONSTRUCTION STAKES AND � CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 POINTS UNNECESSARILY REMOVED OR DESTROYED BY THE CONTRACTOR WILL BE RESET AT THE CONTRACTOR'S EXPENSE. 9641 SAN BERNARDINO RD MONTE VISTA SHEET 3 RANCHO CUCAMONGA t CA 91730 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS STREET SHALL BE CONSTRUCTED PRIOR TO PAVING. © ST/QEET TfFEES LEGEND 7. COMPACTION TEST OF ALL FILL, COMPACTED ORIGINAL GROUND AND SUBGRADES SHALL BE PROVIDED SYMBOL srYEE•r STREET TREE $PAC/NG QTY 5/Z,5 BY THE CITY AT THE CITY'S EXPENSE. RETESTING OR UNSUCCESFUL COMPACTION SHALL BE PAID ♦ ,4METHY57_ ST L1061/DAMB.4, rF 57?fXC/FL UA 'FEST/1�,9L " 2510C. 9 /56,41-. FOR BY THE CONTRACTOR. CONTRACTOR SHALL NOT PLACE BASE MATERIAL AND/OR SURFACING WITH- OUT PRIOR NOTIFICATION OF SUCCESFUL COMPACTION TEST BY THE CITY. 19th ST.- &,46101-44 G/r'A1D1FLOfr;4 5XAfUXZ 50R1WZh'5 'y 20'O.C. 4 1.5 GAL. 8. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, • /9th ST LAGEfr'STfi'OM/.4 //1/D/C,9 "P//VfT" 20`0C. 8 /56,41-. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- P GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Z W 9 INDEX OF SHEETS 9. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY 'Ii SHEET DESCRIPTIQN THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S a LOCATION MAP RECOMMENDED RATE FOR THE FULL PAVEYENT WIDTH PRIOR TO PAVING. BASE LINE ROAD SCALEt I' = 1000' 1 TITLE SHEET 4 10. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE CITY. 2 PLAN & PROFILE - AMETHYST STREET NOTE: THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUB- PROFILE GRADES ARE OF FLOW MITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LINE (FL), TOP OF CURB (TC) ARE LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS S T R E E T S C 11 3 PLAN & PROFILE - 19th STREET TO BE ESTABLISHED BY ADDING 8' OF WORK. 1A CONSTRUCT 8' PCC CURB d 240 GUTTER-CALTRANS STD NS-A OVER 4 A.B. CLASS 11 (A2-8 ) (0.67') 11. WORK SITE AND EXTERIOR STREETS SHALL. BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, &�— CONSTRUCT 8� PCC CURB 3 24' GUTTER-CITY STD 303 4 PLAN a DETAILS - 19TH ST DRAIN THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 22 CONSTRUCT 4 THICK PCC SDEWAA-K-CITY STD 310 �— CONSTRUCT WHEELCHAIR RAMP--CALTRANS STD 18-8 5 STRIPING a& SIGNING PLAN REVISIONS BY 12. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON CONSTRUCT 6' THICK PCC DRIVE APRON-CITY STD 305, X=37 CALTRANS STD. NS-A THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 5 CONSTRUCT 6' THICK PCC DRIVE PLAN 6 TRAFFIC SIGNAL PLAN 1, 0.4 KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE 6 CONSTRUCT 7.3 A.C. /y1'/%7&& 6.0 AC. ArfET7f4.ST © INSTALL $T. rMrE$ P25?9T71?EE5 �'� � CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES - CONSTRUCT 0.12' THICK AC OVERLAY ® LEGEND E' CONST NOTES HE/TEON, STD. 60/ SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS. CONTACT ALL UTILITY ®CON97?FUC7/0/V NOTES FOS O 8 CONSTRUCT 3' THICK AC PVMT. PER PLAN 6© REMOVE EXIST. PCC 8CONST. PLANTER COMPANCIES AS REQUIRED TWO (2) WORKING DAYS PRIOR TO EXCAVATION. 67-IFEET T/QLEES 9 COLD PLANE AC PAVEMENT 37 INSTALL ELECTRICAL PVC SLEEVE t, i 13. THE CONTRACTOR SHA!L POSSESS "A" CLASS A LICENSE ( GENERAL E N G T N E E RING / ALL 5T/=Err TREE5' .4RE TO REPLACED , I 0 ADJUST TELEPHONE MA*IOLE TO GRADE-COORDINATE WITH TELEPHONE COMPANY 36 INSTALL BARRICADE PER CITY STD. 404 :r l CONTRALTO^) IN ACCO"O.'INCE W"TH THE PROVISIONS THE C.;N RA„ 0-AS 1iv .4CCORD.4/VCE `Y/Thi C/TY5'TO. 60/ it ADJUST WATER VALVE CAN TO GRADE 7A CONST A.C. OVERLAY (THICKNESS VARIES} ( C D SE C 1 T NT . N FO " 1 F r T• nn 12 ADJUST WATER METER BOX TO GRADE CONSTRUCT 24¢' RAILING LICENSING LAW ( CALI - ,SIA 3JS , NESS AND PROFESSIONS . ODE , SEC , .. _�N 7010 2 ,gLLSTR5_=7- ESSh,14LLBEST.4ffE0 ET SEQ ) AND THE RULES AND REGULATIONS ADOPTED PURSUANT THERETO ".T T - 13 REMOVE STOP SIGN-CITY STD X402 (COORDINATE WITH SIGNAL CONST. ) QI ® CONSTRUCT 18" RAILING NORRIS-REPKE, INC. AND PL,41rTEO ACCa1FD11V0 TO C/TY TIME THIS CONTRACT IS AWARDED . - 14 RELOCATE SIGN TO SATISFACTION OF CITY ENGINEER REcOcATr d MOAirY .fPR1AIKZ" d'PJ>e'/l Q CHANGE LEGEND a CONSTRUCTION NOTES STD. 605,4 0/4'60.56 45 !'�O.Y1i 1r)1*, 15 O REMOVE PILASTERS Ik BLOCK WALL NOJ�B�B �ArE,t.4� zi,v� 9- 8-88 SHEET CHANGES SHEETS 2-3-4 14. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER ' S OFFICE AT LEAST ( 3) TO f1,4fi'OSCfIPED/CTATES'. 16 CONSTRUCT PLASTERS AND BLOCK WALL 6/ RELOCATE WATER il'IETE"R AND W,4rrP_11NE 1� WORK NG DAYS PRIOR TO THE START OF ANY CONSTRUCTION FOR CONSTRUCTION 6 49WC/fFIZZ M1XTUr?FOFALL STf�EET � DESCRIPTION OF REVISION DATE PITY STAKING . TREES' Sf44LL BE PER THF 17 REMOVE PORTION OF ROCK WALL OVER NEW SIDEWALK MFFIMSH RB�AIMMG END) ro Cc EAR Xi'f PA',0/E.C?S J* APPROVED Fr'ECOMMENDAT/ONS OF.4/Y.4G/PONOr14/C IS RELOCATE MAIL BOX-CITY STD 903 6Q �P��Ov� MOo��y .9�vo iPEi'10G/.f/T FEiYL'E' 19 ADJUST MANHOLE TO GRADE STORM DRAIN CONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA 15. PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT, THE CONTRACTOR 501LS /FEPORT-FL?R411 f10D TOTyE' ;20 CONSTRUCT 8' AC BERM-CITY STD 313 CALTRANS STD. AT3 SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL . IF C/TY //Ya�'PECTDIT' �✓ SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY 21 REMOVE DELINEATOR PADDLE 0 CONST. 36" RCP STORM DRAIN (SEE CALTRANS STD. D97- F ) ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION NOSTiPEET 77QEE6/1XLLB,FPL,4/YTED 22 REMOVE TREE STUMP 41 ONST . 33" RCP STORM DRAIN (SEE CALTRANS STD. D97-F ) TITLE SHEET OF INDUSTRIAL SAFETY , THEN SHORING CALCULATIONS AND DRA'W'INGS SHALL BE W115'FE' TfIE3 REMOVE TREE ®2 CONST . DRAINAGE INLET PER CITY STD. 1502 , TYPE I PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER . /SCLOSE"RTh',4N Th'/QEE �3/ TOTf/E ©4 ADJUST WATER VAULT TO GRADE S CONST. 24,; RCP STORM DRAIN tSEE CALF RANS STD U97-F� AMETHYST STREET FACEOFCL//'PB, UNLE✓�',5 OTHEfr'l�Y/SE �4—CONST . IS RCP CppNNECTOR PIPE ( SEE CALTRANS STD D97- F 16. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATIONS PRIOR TO NOTED. �— CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. 507 EXPOSED 45 ONST. MANHOLE '11 RANCHO CUCAMONGA STD- 510 STORM DRAIN CONSTRUCTION . AFTER VERIFICATION , ALL CONSTRUCTION MUST ©6 CONSTRUCT RETAINING WALL L.A.C.O.R.D. 48-03 (TYPE A8� 8) W/STUCCOFINISH/IFACES 46 48 -00N 7. 8 THICK BRICKCONST. CATCH BASIN O8I , MORTARDBULKHEADE PLAN K .W» RECONSTRUCTION ,J ALL ST'REE'T Ti5'EE5'.4RF SUBc/ECT 28 FURNISH 3 INSTALL 2 SCHEDULE 40 PVC PIPE SLEEVE FOR FUTURE LANDSCAPING (CAP ENDS) PROCEED FROM DOWNSTREAM TO UPSTREAM TERMINUS . ANY CHANGE IN GRADE 4 CONST. JuNCTIONSTRUCTURE A RANCHO CUCAMONGA STD. 508 MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO /N5'PECT/ON,4A1,9 PT,9/YCE (PLACE 2-SLEcVFS EACH LOCATION ) (9-CONST LOCAL tDEPPRESSION FES CITY STD. 518 BYTHE C/TYE/�G/NEF/f' 30 — REGR19pE OR/V6VJ4 ' ro MArcf/ f1V .3'/DEwALK ZL ® APPROVED BY: � % GATE: /0�2 1 TO CONSTRUCTION . �— CONST. 30 R.C.P. STORM DRAIN 31 FUmmism a INSTALL 1' PVC CONDUIT, PULL ROPE a HAND HOLE PER S.C.E. PLAN S/ AD.TG/.9r' Fif,41%! ' ,4�D G.PATE- TD G.fA40e Q�04ESSIpNq/ CITY ENGINEER .� r RCE. N0. 22.3~97 17. ALL CATCH BASIN OPENINGS SHALL CONFORM TO CITY OF RANCHO CUCAMONGA �—CONSTRUCT TREE WELL KNOCK OUT �1 CO� J7.. NE"Gf/ BClBBLE" 1-/P X7,Pae7-alPc� 0 A. Iy/ �,yco STANDARD NUMBER 501 . 'v CONSTRUCT I' PVC RRIGATION LINE 3 CORP. STOP i WATER METER A � PEiP DE"Tf11L � � �J+O G, DESIGN PLANS PREPARED BY RECOMMENDED 34 CONSTRUCT COMMEI_;AL DRIVE APPROACH PER TD CITY S . 306.. �, Z HAW _ WILSON-SHEEHAN $ ASSOCIATES 11-•^+ 18. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILTY CONSTRUCT BLOCKWALL PER CITY STD. SIP D X546 DRAWN 143 S. BREA BLVD. 0123BREACA 92621 Job E-399 35 (714) 990-0123 SHEET Esp. 12-31•E8 * FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION . X REMOVE �oF�_ UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED PROTECT IN PLACE 1'fVt` �� WK. ANH TO THE CITY ENGINEER FOR APPROVAL . - RELOCATE BY OTHERS Q ADDED $TiPEET TFr'EES NOTES 7-ice- v qIf `�p� CHECKEDDRAWING No / TE DESCtT1PT10N OF Fr'El�/$/ON DATE T�" OF CAS JLM/GVA �N0_%Wr%k410E_"XP_ -,-z �- .A APPliO R.C.E. —3\i-�Ff1 ' J 33 On 22.6 c.U. On 19.1 c.f.s. 0¢ 16.2 c.f.s. o tt • i V J Z C7 x' I p G9 0 OD o 1500 � h � 9�� 61,: � � 1510 �;� 0- 1520 4 8•G 2go 3 t\ O Q EX/ST/NG CS�4dUN0 �� •"�' 497 g A Q 3 33"wEST OF c� v .� oA Q 1496.08 INV. �. W .� -� U. 0CR No 1494 - - 03 ���� � '21"w � � W �- � DI 1505 � V ExiSTMG GROUND Ltf�[E "�' � � `t- + � �� 1515 i 08-Ss f tiL 3 6 hv` Q 33 WEST OF �''X4.2496 GRADE PER DING N0. 1003 cj ui CONNECTOR PIPE PROFILE-STREET STA. 0+199.60 --- -- 2' oo t 1 500 49 0 . . , 6 �� PROPOSED FL GRADE - C? IOOOD O o 06 51 0\ �'�� R•4.2115 1 520 \I Q' 22 WEST OF 6.8a LF, 2a' �* to / �� PROPOSED FL GRADE 22' WEST OF S:0.0415 ��- � /GP �OOOD 0 i. 11 _ iNVER? 1507 .-i _ HGL / r� o u. f Zul N HGL _ NG GRADE 0 -_ oo O O 5 t2g�8 �° C ! 495 _ �--- 1505`�Q o a1 So0•o4t hog' t 515 �. EXISTING GRADE 4 q go 4.14 DOD, C�`i NV F9c? .Rcp ��• PROPOSED GRADE 4 q 10 8 0 IS01,� IN � �o 3/ i� N N - 1500 ..-�'" S o 1510 i PROPOSED GRADE 0 1520 ` . 0 ED AD q F tiq IV ooJ/N M- \ /,� R 0 QRADE OF EXISTING EP -� q op V co 150 EAST OF r .�- o • 1507 150In 1495 � � o - � 1515 . GRADE OF EXISTING FL �� ��- J� V ti GRADE OF EXISTING FLto ,P=2.3/ 22' EAST OF ,��' �� 22' EAST OF o TAN. R. 0 �- 0 - u) 110 a V 5 0 V - �' o ,�- u_ lr� �, 1 00 o � 1510 01 Q� Ql V ... tI'1 Iin v 1507 rn ti O �n 6-o vc' 1496 o v0 u. v a to a O MO 0 06 1 2 PROFILE SCALES 3 4 5 HORIZ, I" a 20" 4" i 9th STREET ERT I � O CURB a GUTTER CONSTRUCTION PER-DWG NO. 1003 y� II � � Q I W O IM 4 > � I l � M �" > c0i Q II i I °° 4 1 D= 32. 15' 00' II M • '° ' z I m R- 22.50' II ib I > ai a d Q I V L- 12.66' _ _ i , _ ______ AMETHYST 1505.92 8 STREET faI �A T- 6.50, , ft I I I .0 0 2 may. ovTLle 0 � Q N 23 0l co'' I I I j M. ti �� TREES �o y 504.4! O 0 0 w • I M. 2 " : TYPICAL 0 I o " INTERCEPT EXISTING , s BEHIND WALL.• o a '` d o �t CULVERT 8 CONNECT INTOArA T W ti 6. w "� 26 2� ac rM ,. J i =/s -2' a �G BACK OF CATT. BASIN <� 6 •,s 'r N 26 2 X 1 °3 cu 3� '� N ( �'� s, 2 0l d c� 1►a 4 16]1Q I 49 5� l �o - ----- -- --- - _ s B 0 1 1 r.', r I cn I i� v � • •.��_ r � � � ;-� - � aat�marc--- -----� - -- �T C� �I I � � G 2' � ;x � ,. .�,. ►� d = 44'40'3 `� �� 0 2 46 TYP os.ss49 ►' �� I' - u -� W-� C.F.=10 3' • O L m I 7. 5_ - -- 7,T_'�1 _.___..___ .. ✓% '� i - _ �; •� - -;'rte• ':1•:1.!-. ';j.r . : r' ,. t .rr,i!i•: 1,�4 a�....1i :•f '.. .. I 'iL of _ . - T �\ I • • 8 i t!• .!.L t.. 6"w 0 44 3.5 N 1504-18 INV. OUTLET REMOVE EXISTING DRAINAGE STRLICTURE '� a G � -- - - 0 OC.QON / ! r. I N 1504.10 FL GUTTER 43 m N I b" 9 T 4 97.25 * \ 0.67.29 , � 47 I m STA. 2+17.50 @aCK TO R!W UNE AND CONSTRUCT PCC _ *_ 4 c6 _ -' 3 CURB TO HEIGtiT OF EXISTING STRUCTURE I 516.54) _ I 97 9 INT R - - - - - -- - ALONG R!W L.INF TO CONTAIN WATER FOR 8 S S _.. -O I - _ -_ z 4 3 �C�, 4 �. \r. ��.. 5 - ST RE!//,1'/D/V�' ,BY - - - DRAIN I dE T-� -TO ESE �M_£�-IM------F + = + r: - -- - - - -- - �� -- - - -- \N ' - - --- - --- s `°i �` IT'E'M WMPIF'R t.5 `D 6 _ � _ 7 v N id-o- --- -- - ti,V - - - I� --- aWl X N 1i II 21 w 19 19 „ X �,, T.B.Mgmi1516.47 TC �, - p 3"G w 9' j X M e" s s $+tt cD r o v) N M I �I M I 1� I o r 7� - 1 4!'G ---- ---- 1 - --f- - - -- - - -- - - T \moi TEt -J _ n GENI MAIL AFF. SOXFS MIM I _ L� UwM PP NO # \ I I X FH I - -- -------- - 1 --1- - - A - - MH I I A x TREE I(V W - - _ WELL V __ OCA7oFlLo c at".coo g C.B. ` z Mie c �o/l %o ou�5.�1 e A/w I .c a q -4, nl L=gyp V=3.�5 - ° _ oo P D�/LE IR,P. SLEEVES - y d• � , � AS BUILT P.GC. PIPE COLLAR ADDED A /� s I � / � Ca u I �I DOGO p s - CITY w Gr-Z 6 A !iN pq i. , ,"., " 17,eA/N _ DESCRIPTION OF REVISION DATE o- OIW _ PER C vP Bq-/7 -ocrir i o -✓ /� APPROVED I 9 1 I� C.F. -ld N-Z � v ------ --- C S T R U C T 1 0 N OTES o0 5 .40DE0sT/QE"ETT�EEES /L�v ISI DESCIFIF'T/O/Y OF REV/510/1/ OATS ,o CITY OF RANCHO CUCA MONGA II CONSTRUCT 8' PCC LURS 8 24' GUTTER-CITY STD 303 I 2 CONSTRUCT 4' THICK PCC SIDEWALK-CITY STD 310 G 26 0 J _ ' 0�� - _ " 3 PLAN & PROFILE � CONSTRUCT 6 THICK PCC DRIVE APRON CITY STD 3051 X 3 � - __._____ _ �' I 5 CONSTRUCT 6• THICK PCC DRIVE PER PLAN _ - - _ . II 33' 33' CONSTRUCT 6 �AG 6 RETAMfNG WALL c _ , I O8 CONSTRUCT 3' THICK AC PVMT. PER PLAN STA 0#67,2-9 CITY STD 812 3 --1.�- - _ 2` 1, AMETHYSI� S ADJUST WATER VALVE CAN TO GRADE STA 2-76.0 TO - 2 I ST 2' STORM DRAIN CONSTRUCTION NOTES -- o T ,. �,� ,N� 10• SW w 2' EXIST. FROM 19th STREET TO 500'- NORTH - -- -- 7O CONSTRUCT A.C. OVERLAY ® DNS RUC l8 A/L Al THIS SURFACE 1 44 CONST. 24" RCP STORM DRAIN 99 ADJUST MANHOLE TO GRADE /N$TALL STREET TFT'EE$ PEfr' $TIQEET __ �7 44_ CONST. 18' RCP CONNECTOR PIPE 20 CONSTRUCT 8' AC BERM-CITY STD 313 TfPEES LEGEND AND CONST. NOTES ___1c APPROVED BY' DATE. _J.0L2 -- REMOVE TREE STUMP °u�� I _ VARIES 1.16 TO 1.396 --� FESSIp CITY ENGINEER R.C.E. NO. '2397 46 CONST. CATCH BASIN NO. I-RANCHO CUCAMONGA STD. 502-SEL PLAN FOR W - - - - L • ON $HEFT / �,�$: _�-� .� .- - .- �� - Wiz--_ jr-.- 46 _--_-� �: Q�0 Nq� 7 CONST. JUNCTION STRUCTURE "A ,RANCHO CUCAMONGA STD. 508 23 REMOVE TREE SLOPE TO JOIN �;,. �- ` \ _� ��� F. ���0�,0 A �V/�� �y DESIGN RECOMMENDED 49 CONST. LOCAL DEPRESSION-RANCHO CUCAM.ONGA STD.518 24. - ADJ'UST WATER VAULT TO GRADE STA 3*04.0 TO/ @ S c PLANS PREPARED BY KAW 25 CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. 507 STA 4*19.0 8 EXIST. l _ 2 6 C8G AND F r """�' moi ' WILSON-SHEEHAN $ ASSOCIATES Q 66 = CONSTRUCT RETAINING WALL-UTY STD 812 CLEAVE HEAD JOIN I S OPEN AT SIDEWALK ELEV. TYPICAL I No. 8646 DRAWN 143 S. BREA BLVD. BREA, CA 92621 SH E T CSO COIR PLANE A.C. PAVEMENT BEHIND WALL 4RCF' SIDEWALK Fay >23, as * w� `- K ANH 1714) 990-0123 gab E-399 OF Ya - rvEs EAcy .roe. T' FU� , H t tea. Py ,�� o�� G LSC SECTION-AMETHYST HYST STREP N.f , SNlTi�LG .Z s H s0 C P/PGr d'GEC'Y�fOR FUTL�NE LA/YDJ'GAP//V6 (CAPE � TYPI A_ E T ME -_T � CIY� CHECKED �` - DRAWING N0. 33 CONSTRUCT V LINE, CD/PP STOP' ,-,A19TER /YlETE�P /� NO SCk Lr: q�f OF CA��E �- CDNSTiPUCT 24" tP.4/C//VG' I r JLM/GVA 1 // �4I� � --�� 1233/ 33 (EXP, 12-31 8 ) L 3 - ax 2 7 9 C.,-05. = 4D /e. "Os. 0= 45. 7 c.f.s. 0= 47. 0.9. - 0 3 cpos, 0= 70.8 c.f.s. o v ' -' RIG VISIONS DArE C1TI' a v v v REVISIONS DATE CITY s o ` " \ V40� R d v �l APP / ( APP. V'� Q O V' h Q G/C'cV!/NIJ L/N� �� I q 58J5' O.C. AS BUILT- P.C.C. BLANKET ADDED ON J! `4 Q " "D , , 4L ,. ADDED WALL PROFILES 1 `Z W v ,� 0 3 3 �', '�� Q V 0 N. RIZ✓ 44"/V. OF ;= 0 z s SEWER UNE �� �s `r` ` A, w' ►� O `� Q1 h #{ IIx �. h W h�,� qW Q dt Q ct,•� �1 J J cy) = AS BUILT-WATER MANN SUPPORT ADDED 6� �� REV18E0 ST, DRA/N AL/GME�(IT 'BAS/N/NG 17-8 p J ® CHANGED PRECISION BL > -!'�.�1/ft?8 Q SHIFTED CROWN TO CENTER OF STREET q_g 0�1 0 4) W PTC.T W q -J M J l�-•��-J 4J 19� AS BUILT- TO SLUMP STONE Er�6-�o 9S �, ".\ V B �i '�. - tL C.v . �. Ty, 1 _ N _ .-". .. -- REV/SED INT. PR F/LES TUR Ol/E P �.`� � � _ O EM D/ 9 �l � 8 q FOOT/NGT 6 W t� �p rn�; p m rn 4� Q * [, W of tom J I �► L`t ie`E' .. .�� s _ 1 \ D r. r` to - --- - 1 V I ' v, 9 - N M ti r; �(� 5=0.02,0 //' s �� REV/SED CDit/STRUGT/GW NOTES AND SNADD/NG 9-8 1500 _ ® w �® �- ,� �'' A rn `r rn u - _/66t ° _ e - U Q� © NORR1 - E�it'E' I 1-f=1 /22 t" �- _ei4 el4 eJ4 v a!4 v R R REV/SED SID PROF/LE e CONNECTIO/V 4-20 l� Q 9 A f L GRADE Or CbG 32 NORTH OF � � 1 ooTiN�� I .4�3�r� a` 5 I.VC. y.�� W V/� ,c, B4,cf„I�.� �vg„a c �e /2 �o B ii 0.2 5 h oz I F V. L37 0 8 r AS kG qF ._ = o8 0 40, TYI, „A9T g 0 °0%( '� �`9 . I I p p ADDED ST. TREES -rz-'d INCREASE CATCH BASIN DEPTh lZ3 ©.66 PC.C. PIPE- CO R /-9OOED 11/10-_,2 S/O,EWi9GKX25 I' I T ASBUIL7- PE¢ cuP B9-/ 7 8-2/- 90 ��^-s ADDED R eb � �(r M��k' GAS SR. ,� I k ��f Z l 11l V G�eA vE o F EX/s T�.vG U N 43 �O -�cli2 LF �! ( r h _. 9� r r f 8' GAS-TO o ' f� 32 vc,,erH OF 9 2�iPCro / '( c,� � d b 0 9 � OOp 9�'` F BE OTHERS ' 1 "i s 1495 3 � /�!�•E�J" = � BY OTHERS -` -----= � � b J � ; �, ,� ! 49 5 O i�6 w - N 4 9 LF o 6 3 � RCP e w --+� cn c �. (ARAN) �1 w I �. 3 w ti N /GOOD � N � � � \ \ INVERT - 5o I y u m S 1GJ40.G 0 1 503 0.016¢ f x491.14 INV. �j O V p L9 h'1 -7 RCP 41 NV I 1490,5S v 1� �/` 1490.47I u /37.'34LF 33 RCP x000 1490.05 WV. F 1 /489.30 vN✓ v h x q v GRADE OF STREET ¢. 0 q °1 D 18 RCP Q4• RCP '1 X11; qV' nl nl� I1� a INVERTS 0.0062 /.¢BA2o ivv p 272.g0'LF 36 RCP I GOOD 490 1490CdINV. , ' _ - p(a ,IM N W u / 1490.40 tNV. y y 0 II 33 RCP n\J `4 (1497. 751/I>t <' 1 498 t11 V -_ -_ _ _- i 1489.55 INV. '?� + �. iP=0.92 0 � /487.SFO /NV U U 1� ll`1 IJ' y vCP 18 ,eco cD t-.~-- 2.67 -� 1 g b9) RCP n N ----- _ - _ ----. 33' RCP �y,-� III 11Ag 36. R=/40 l - I oo!1 4 N /48?90 3�DO i J EX•f 0;pr EXIST. GRADE AT ` --- _ - �A� by GRADE OF STREET Vc rn h /485.95 - - - �� OWN 59 so=.o029> e �q v v - '� 1 0 /Z 1,0 % rn h�� COrVsrp�rcT M mi °� °0 h _. _ o u .P� 92% `t u o 149579 3 Q + +I o CO/VC�PEJE �, - 1495 /48G 40 O•-92 0 �Q= 1 � � 0. 38 /o � - o 11 �y db I1 (2 LOCATIONS) r ,� ,� p \j 0I j v o Q "I t�` p Vi 0 N Q !} E)(ISTBVG GRADE AT f. Q �, � 41-1 � � '\9 v ` �v 2 T� �(� � �' � _� �;^ ; � �''��?� o • I� �Q � . 3 � v Q, v Q v ti ,� q $ � .�\ ti �Q �; ,� L1\3 k k� P � � w _ 15 � � � �° �3 a°' Q3 �� 9g�� g' Via` °W o� ` p� ti 's \ �,3 �� 0 a ti 9 1 REMOUNT o y 1490 FL GRADE OF. G 32 SOUTH \ t,, j `� \ \ 65.15+ O.C. �t11 N �q� Q LL U- 4 �+ ,( % - �� a GROUND AWE AT SOUTH R/W , ti >,` V J x J i a M I 1\ \� �� ( IA1 4 SOUTH OF �� \9 O N \ QV� � aL 4 4'P�/� o \ \ e14rn rn rn `I 0 `�`� t ''1 o' t� /�99 a- �9 Ql �•. / o FL GRADE 0 C&G 32' SOUT't{ OF C9 J�9T F - -- _ - _r .P=��o / Q m .. /� oto U- N ,�\ b (D g `� a l4 e/4. e l4 It e/4 _cr O M /� ,� �° / � 495 b �.o --- - - --- --- ----- ` 2 V / N ".aW F -�, -----�- � ,�- �\ � �� I M D A�• \ - /Tr O.�GO �=O.B�O�O #E *iAo ���� /10 rl V_ nP� STORM DRAIN CONSTRUCTION NOTES 9� k. �F _ ---- g1�� _ ,�� �� __ N �..�\�_ 40 CONST. 36' RCP STORM DRAIN - - --- G 25 coNsr. UND,EAe S/oEw,v� 19WA4/N 0" C/ry srO 507 h o�j � 9 k1 t� Co � ��� R � =3%� � � �l �� � mac. 4 I CONST. 33' RCP STORM DRAIN N'3 3 x 9� M 93 'C F °� �- a +1k \-GROUND UNE AT SOUTH RIW 9.3 ' 42 CONST. JS. "e" �R RANCHO t�t1G1►MON(SrA STD 3Oq Q © INSTALL 5TREETTREES PER 5T. TR'E'ES LEGEND �" CONSTNOTESQI c Chi 0a Z�$� 9� 44' SOUTH OF q\ 3 43 CONST. 24' RCP STORM DRAIN � • � g ay AS BUILT to SLUMP STONE � / 1• 44 CONST. 18' RCP CONNECTOR PIPE 34 CONSTRUCT COM. DWY PER CITY STD. 30lo ONSHEET/ rn _ ®-- RELOCATE AND OrHERW/SE mw/,Fr �pTE JSE GtIYTH CAPSTOA/F TO ti1ATCH a� o q�' •n�4 45 CONST. MANHOLE 'A'--RANCHO CUCAMONGA STD. 510 35 CONSTRUCT BLOCKWALL PER CITY STD. 811 , H= VAttIE50 EX/ST/NO SPRINKLER S)157e�I. BLOCK WALLS TO THE EAST HEREOF (TA,NO'OLD,4' t'►► '\ 0�' 46 CONST. CATCH BASIN NO. I -RANCHO CUCAMONGA STD. 502-SEE PLAN FOR 'W 36 REMOVE EXIST. PCC 8t OONSTRUCT PLANTER ( SEE SHEET 4) RELOCATE HOSEB✓B 6' RECONNECT PLACE /. FT. SQ. PILASTER AT THE BEG. �, 48 CONST. 8' THICK BRICK AND MORTAR BULKHEAD 37 INSTALL ELECTRICAL PVC SLEEVE LATERAL LINE TO FASTS/bE AND EVD � EACH WALL . PLACE EZECTRIC4L ' 3 47 CONST. JUNCTION STRUCTURE 'A'-RANCHO CUCAMONGA STD. 308 38 - INSTALL BARRICADE PER CITY STD. 404 © PLANTE�P 4' REAR YARO . BOX AND COrVACJ/TS TO MOUNT LIGHT , 3 h 49 CONST. LOCAL DEPRESSION-PER STATE STD. D-78 + �--CONST. 30' ,PCP 57DRM ORA/N 7.4 GO/VST/P!/CT f1G OI/E/PLRy �Tf1/C�/t/ESS J/A�P/ES� Q W !O*W 5T TREE E,4S�/NFiVT, 61 y{/qT�'/� L N:S T?CG f%A�(' �P/POUE/�!C/1/T�' REIN/f�EA2 Lf'GHTS E�' •S/G/t/ POS'SA�O Q 27.5 _ Fi���f EXrs riiu� ,��LAs, es . 5/DEI�t/gLL GOlVSTiPI/GT 2¢ /PA L/iV.r�. 20 BEYOND fPAO/US -r• ` z'* O �� 3" 7 PROFILE SCALES 9 � I 10 I I 12 /yJ,9/V,�/OLE A- 4.9 HORIZ� " = 20 N Z H MATCH LINE Rem. Renldce Ex.Co-,necfcr P.P� V ® N O STA./2�SB 20 2.92'R r. J a , Q IL 4f y more: ,� 1496.84 TC - �I cur exlsr. CMP EAST of GArcAf BAS/N .ate .0 w, h VERT= I = 4 MANHOLE A 4' - ECR I SEE SHEET 2 ��_� �"Tuncfion with Nei �� /e R.C.P, COA/A/ECTOQ. PLACE B P/GK MD?TO P SEAL T'B L=o O '//= 4 ^'1 m 1495.94 FIL - \ 4¢ l/500 D w/y/i Conceefe BonW11/ .9.47_/x' A_45 o • •�- A?EMOVE CM EST OF AL. 1 LJ N a a , o ` W STA 8t46.S0 2�LT ro IA •X - IM.H. N a }1 ; a r4. 7 GAL I I F7+ A I, TP co � Da CL �9 n �. Y. 43II 11 A ! _ 1 Q ► 1n OI JciH ExiST. ,� o`u 14 ` 7-8 L=4._5 © ? v �c ab_ , �� O p r - �G I N �i w s s 'dl ti ,, OI g PCC " R �L o ` Const.JS A 90 B=/O C:P.d3 d-3lo m 11 O BEH/ND TS, Fl�rsz so+, ST.v.9,�95 24�T t\ m h a a o�• \ f✓ALC # 4, 4xi= '¢S c0 ■ N 0 w N f \\ n 6 p� 0 T' cr I R 2,15 v OP o�a� N►�� m \ �°� TYP 2 =+ Tob 13 � o H=¢ �A = � � ,�, e � 2 19 19th �9 IT � N � 47 �: 9o.99S@Sto,/O<59.9 STREET � � 5 - T �t W WLE t�V 5 DRAINAli', 3 q `t, 3 � �► 8 4O 0 r� � j: Q \ � E/e v. 90.38 - � � '►, � it � � I o 17 \, �\ ` � 25 w 49 46 T fF'E �--- T 2� 2 2.6 % � � � xA i M v c \, I #1, Ha 43 _ [-/4" - F GAS MAIN hl 64s tilaN _ _ 7 - 1 - A -- _ 3 2.1 �o.3Tc - - -- ---- - sN.Pos,s 14 6 N O * r C N 9'rW z c� 24 CM X X 24 CMF - 9 3 F \\\� - {- - --- -- ,. ��' r"r .. . 3� ' 1 _g-i r-� . - to -- - BAN. • ,' ���,. ��,(i� � O co �' -l \ \ F' X T.3. T.S. -"- �. _-.o -- -- - - r= T -- - -- . -_ --s- - - / - -.- -- - - - - -- - -- - - --- T f -- -- \ 47 - - - - - - - - , - --- - -- l AS 1 T a 1 1 97'22 U c!S ECIll. - le,, 7 � 6 �� 1 (� �� 4 C 4' cli C4) 6' G �� f �. �. i g-., ;' 2 6, �, G+r' Q.1� l! Jl_T �L5'b�i1l_T ! 1' - ( 8• �B i� C4 5) , 9 g� j� r��! c\, ; Ec It_ _ - - - - -- - - - A 7 \ v J 4 S 1 3 ,� ;. acv I y��Z I � � ' � � � � � � � I �� 4,/ ►it � _ 1 •99�_ -�` � �.r t �,Q,�nE' ch;9n��E t �S_ � 1, \� Iry �.�oss s����E - - � a,l f - 4 � _ q,� ,� - - � -� - -- �`�- - . � k� f ,• • , ��/ FRAMCRFOR MANFOOLE COVER i ` . � 2,92' I 7A VARIABLE THICKNESS I I TA VAR, o0 111 }I �1 < - i I 7f1� q� CCC F 6 AT E ih•I1 h Pi1ON CO. 7i4 n _ j 1 7 f'LpISTER N ti •I ; � j � / P£HINC�. REMOVE AN --� _ --- - RECONSTRUCT AT BACK FI�AS Ek & BLOCK KP' ►` ._f (c0� r �i SICEN LK I6n N .. III L \) - -i• - - - - - - _ _ _ �t LEE'hic�.� ''1(0 � REMOl6' � p, I I , >� 148' v Q , � _ _ i _ _ [YE� W:-�,I�!�r.s '•CR_ S_F.�VE. �'/ � IhR�$ _ `� ) c. ¢• S9, V 0F O r ¢ " SECTIO . -ASN 1`; 2J 9 \ SWI b EX/ST 3� E'CF' J \ � T � T E:ev la .' i l :J I 0- Ix r3. ----- ,. ►- K--------------- A- � SWM �, I 7` .c�.� I WI/ w_A O PCC CURB- -- - U� _ -- - / JC \ P Il NO # STOP SIGN PROTECT 7 REi IM, P_ACE CIDw j POS Li "-L 6+ 40 Or Z j 2R I 35 �'�' w o F R E e s ` \ n F-. sN 15 �so + ,� ��S /!! } 39 2 I O 1 39 - ,- 1= 13EG: Cao, SIDEWALK m � � �;- � �I �J )( 35 \ �; I �/ \A ��JJ ; 13 3 2 ��- �a�� \� z i o'� z I `' 2 CURB 8 P" '� . S l M�' 1 / Is P iC is W /Vic'•. c�S O o O w m u- TREES a !' APE6PbDE L_ ww > n ui v_ + " F w -0, ''' ' ; O 3 N vv '" ! Q8 /�/ \ p ; It �. •r"'+ I I SE's' Clo ►- h b '- t`;3 w Q > I P r-rS. 1. I -, =---'-o------- - `' ZI\0 28 12 k� - -,.161 G/ o a m a `� i �: 2 I I N'�s r I _j 0 � � - M = � ° � �� � �t TRANSITION CuAPB � ��Q ECRB IA I \ ' � BCR I Z �. o O'� �___,�.=✓ ; � X Z2 22 GUTTER STYLES 6L-mrnl,,I • O ■ 8 w 8 SRIn1 Cur PRv/til U X WL7LL FOR pQ<7/il/4GE P 22 22 0 O 22 22 O4 22 0+ O O � (,/ I a t 5 O rb 4 LE vE o�>viA/G Ts/au o° CALTRANS NB -A TO �I Fo s ,._�9.5 1$.6 ,� °� d'x a v 30 s C/TY STD 303 THRU MI 0 JOIN I ;�T- '0 O W' s;s m at°o iv ' - / o C 0 N S T R U C T 1 0 N N 0 T E S _ Off- ovEE BY OTHERS CC/RB RETURN , _22�__ �__22�-�� M' o3>0: 23� Wy Q � CITY OF RANCHO CUCAMONGA t I-� _ • P PROTECT W PLACE a'� �I 17 18 _j 2 3 J o JA CONSTRUCT 8 PCC CURB 8 24 GUTTER-CALTRANS STD Ne&A OVER 4 AB. Ct•. 11 a-- AMETHYST STREET Q ►.u 19 ADJUST MANHOLE TO GRADE + 4 n: 4 a 2 CONSTRUCT 4' THICK PCC SIDEWALK-CALTRANS STC N8-8 ©O CONSTRUCT 8" AC BERM-CITY STD 313/CALTRANS STD A73 ®� �' =N PLAN 8 PROFILE 3a--- CONSTRUCT WHEELCHAIR RAMP-CALTRANS STD N8-8 s7 -I 21 RFL04 FDELINEATOR PADDLE S _. __-88� _ _ 88, 04. CONSTRUCT 6' THICK PCC DRIVE APRON - CALTRANS STD. N8�1 22 REMOVE TREE STUMP °C 19th STREET 51 5 CONSTRUCT 6' THICK PCC DRIVE PER PLAN Z - - - - 44� ---- ��---- -.- ---- - - 4' - -- --44� T --44._ SAWCUT ALL PCC MAC .. ��-- REMOVE TREE --- REMOVALS. O CONSTRUCT 73 AC II Q CONSTRUCT RETAINING WALL -L.A.C•O.R.D. �20 12___�+F_ __ __. 32 ______ _ _ _-__ _ __ _ 32 ___.._- _12�__ 12� 32�_ i 32�_ �__12� FROM 360+_ WEST OF AMETHYST STREET 7. CONSTRUCT OJ?.' MINIMUM THiCKNE�S A.C. OVERLAY 48 -03 TYPE A ( LEAVE HD.JT5. OPEN I ,g' ,g' ST S 5.5 6.5 ST 5 .5 + I 24' TO 240 ± EAST OF AMETHYST STREET Ire 3 CONSTRUCT 3 THICK AC PAVEMENT PER PLAN 8' ARI 3 AT SIDEWALK ELEV. STUCCO FIIJISH VA�tIES _Y_ ESj+ EXPOSE D FACES PAINT TO MATCH BL c� t !!O 3 - 1,9 COLD PLANE AC PAVEMENT &12) SE AG E �� V - _ _ APPROVED 8Y: DATE. •��� � 1 28 FURNISH Q INSTALL Z $CHED 40 PVG _ 10. ADJUST TELEPHONE MANHOLE TO GRADE-COORDINATE WITH TELE.aHONE COMPANY -�- N • � I v - O VAR.THK. o --T - A ES T By GTE) aP1PE SLEEVE ROR F-UTURE LAND5G,4PING - ^'• � __ 2 /o Z: �_i ! k• �Hr,. o � Q�04 _Slp,yq CITY ENGINEER - � 1 �•-�'� R.C.E. N0.• �2 X97 AD.i'JST Wl�TE VAINE CAN , GAD ) _ 2/o ! R E A O GRADE -�.-, � �_ �r_ O q, C G4 - TWO E H � �- PENDS SLE VES EACH LOCATION) -' tO 12, ACJ'JST W►�t BOX TO GRADE I - ti DESIGN RECOMMENDED G G E ,VEIN W . r _ G' RE �PAO DSP Y,f TO A?�4TC!/ IVF'. L O "� A PREPARED Y • of 24 ;�,, � oto2�'' D � ,, ,•. � r �� Q PLANS RE ARED B 13 STOP SIGN-CITY STD. 402 (GooRI71NATE WITH S�Gt:,At. CONST. /PEMO1/E' - -- --- --- - -- s/O� ck T X CMP cMP X 2,_= � Z HAW c c ,L[.•M• 7A I II PLANE IL �N-SHEEHAN & ASSOCIATES 1�1 RELOCATE SIGN TO SATISFACTION OF CITY ENGINEER CURVE DATA 1' So, "' 2 35 S.D.,.�, �A - - I 1 `� 143 BRE:A BLVD. BREA CA 92621 C c 8 �6 2 IA (D 7 6 ID O 7 6 IA 2 8�' S DRAWN 1714) �,-A0-0123, -job E-399 S T 15 - REMOVE PILASTER AND WALL AT BACK 0. SIDEWALK NO. A R L T ® ( Ewp 12'31-89 * o:� ,ryK a,�H J6 CONST. P►LA5TeR5 ANt2 BLOCK WALL © ' 90' 1T I5' 35' 55.15' 35.18• TYPICAL SECTION-19th STREET T TYPICAL �Q of _-_ _ _ l�AL SECTION-19th STREET � � sr cwl� � 117 REMOVE PORTION OF ROCK WALL OVER NEW SIDEWALK(REFI,4SH REMAIMNG END) - - - - - q/ �� CHECKED � � �� DRAWING No RELOCATE MAIL BOX-CITY STD 903 2 -89' 42' 45' 35' S4.8U' 34.82' F,•• �+ V J W s� _�A��ne�nyst-_Street E0 t Qt Ame4h st �treel �f_cat�� _ - 1_ --�}-�� ���' OJLM%� � R.C.E. N40' 37" 22.50' 17,54 4,24 ---- wo - - NO �,- l -- - tFxl= it o X 93 '5TEEL` 6RpTF5 5/MALAR TO Co7L71?9wt STD. P"Al D77-A7,TYpE' Z¢-!2`(2 Re"O,D). RECTf7NGUL>9fT FRAME S/i!�!/L Afi'Tb CALTl��7NS STD. Pl�7r(/ D77-� S,4'CEPr c LEXG'Ti�/ 92 P�71/iroG % rO 3/6 gBol/EEX/ST. SUR/C�7CE P "' 04 p/2� /2" FQ/9/rYFD.Y/lil�7/ON 90 NOr-4NOWN/QEF,-r7 TD Ci717'15WN5 A ► 9 O• PL�9rV 073 P74, STEPS NOTREd'D. 89 3 B f'Ef3�/7 FULL u11DTH(/D• � d - 8'-/'-4•COA.C. 4er-CW l PULL W140 7//(/O'er) 8v BEND UP EX/5T LON91 M17/gL REB9)Q _ 9 471� � � 97 ,1'4 v4�/Z" f3EY1�VL7/NM7 0 y- 3'MgX 3NMpX. 8� 82 1-----• Ua srRUCrUR - . CONS TR UC T/0/Il NOTES STORM DSP)q/N CONSTRUCTION NOTC5 OCOA197,PUCT a- PC.C. CU,PB 9 24" GUTTE2 5f. ADJUfr FRAME AND CQATE 70 G,eADE C,9LT�2ANS 8T0. N8-l7 OVER 4" AB. Cl-ff. 52. CONSTP(/ T NEW BUBBLE UO 57PUCTU2E PE,P 2 ON rRUCT 4"T,U/CK 10C.C. 51,06 ✓AGK O DETA/L R O C S C.'TRIMIS STD. 1 n O O CONSTRUCT G"TN/CK P.C C. int/1/E /-7P�N 33 C 1-Teav5 STD. Na-A. • I I 5. CONSTQUCT �" TN/CK P.C.C. O2/VE G�,Q. SAN. O O CO/llST2UCT 7.3" ,47.C. Z,/ 8► C01VST,2UCT 3" TN,CIZ PC. AVVEMENT �i2 PZRA). E'X/S T. I . o 2. ,,VUST WATER METEQ BOX TO GPgOE. I W GLS O ! ,PFM VE P/ AS 6 .4N S � O g7 T R K WA ,� !6r E S�/EET 3 FD,P/Ml7TER ALS gAJD qLL RPOME) f 1 REL OGATE ,v�q/G BOX PER L `� C/rY SrD, sea -A T/ .C. QA/0 CO/U5T,PUCT • • � O �PEMOVE EX/S /t/G PC RANTER. \ o $G2/�GE,2 SYSTEM. k2K40 'ATE NOSE B/B T ND ru• d�1 REC,GYVNECT LATE'2vL 6wc TO ERST S/DE GI-MITER P/POrEc: I S RNP REFIQ Y,0,,QO, a• . /¢82.9-row' Vk �4 � PROTECT 5X/ST. /ROA' PENCE W v 1 .I I v /Q p/C,�P /Zt53.22 OI,V 52 � ��' P 5 PROVIDE /&"99' 0, / D tt7l, j I�}, END CONST,P CT /G + 1/o BU/Gp ,t/EW /L.9STE,Q / L S!J I X-J0' 4 5I EX/ST. ivE�w9LG /8 PECOrvii/ECT \ EX/8T. W!!LL W9TFP L/NE ' of5 iyp 1 °I' 3 TO.PE9,P Y.91P0 T— HB v `�. I RIg4E I l�'�� Q ' DESCRIPTION OF REVISION DATE 39 CITY ri APPROVED t P,POTECT EX/ST. I \ I CITY OF RANCHO CUCAMONGA �,Q �• l�9/UDSCFIP//VG I �' � �J PLAN AND DETAILS a � s 19TH STREET DRAINS w - N I ' 144' I I I I ►ST OF STA. 12+43± I v APPROVED 8Y: T � G/aRgGE DA E. • I I I I L fVCRRIS REPKE. INC. Cw.u�t"+Q Zi C.v,E!j r,..�.r.a l...d 5.,.•v.,.e.•. • CITY ENGINEER - 22397 I RC.E N0. • L —J I 307 E.FIRST ST,SURE A TUST".CALIFORNIA 92680 DESIGN RECOMMENDED �. (714)730-6410 �tJ I • DRAWN SHEET r —4—OFR RW I'.�tU► GAG' CHECKED DRAWING NO. L R.C.E. NO SLONE M. FRRn,05'EN� R.C,E.3i(•23 �.AeZ/31/68 JLM/GVA DATE FILE NO AMETHYST STREET 450' 1 6 2 z qtr 80'19th STREET �• 2 >O 5 0 x 14 TRANSITION ME_slE2 GUfLvE w I? ''k R2K;S W11 (0 12 yR286�W74 9 I 9 )R2/ MODIFIED W58 (LEFT) zOb fl - 7 + - -- - — 12 mr l2 z '� R28(5) IQ A R28(5) O - IQ R28(5) O 4 2 6 I 9 g p o 1 3 5 c� SCALE, 1'=40' f 2 R20B SEE 51GNAL FLAM (SNT. G OF G) F02 AMT10MAL 5TiZ.I rl"& t R2(35 MAV-I:nl MCS Fort AMETu`C5T SOOT 4 of 19 Tu 5T. LEGEND O 1 4- WHITE, TYPE G MARKER EACH END, 50'1 UNLESS DIMENSIONED i l 02 LANE LINE, WHITE - DETAIL l2 O3 DOUBLE CENTERLINE, YELLOW - DETAIL 22 S O4 Dft/VeL YELLOW MEv1AM- DETAIL 29 IZ REMOVE EX. W 17 O5 TWO WAY LEFT TURN LANE, YELLOW - DETAIL 32 O CHANNELIZING LINE, WHITE - DETAIL 38 ARCHIBALD AVENUE O CROSSWALK (10" UNLESS NOTED), Y=YELLOW, W-WHITEv 12' 6 I O PAIMT S*'WNfTCTIZAMertnC*4 LINE WITHOL)T Wt4t2rclee 2 19th 100 70� STREET (�) PAINT RED CURB, 50' FROM M.QC. OR CROSSWALK 140'+- 4 5 0 80 � 5 0 100' 1 - - l0 4" W H tTE EDGE l.1/.f E Wf iT'rf t7LJT WlAt2.t�.L 1"LF� 12 y R 28(5 - 7 I IQ y R 28(5 y R28(S 9 I I INZTALL. VYf-ttTE A2f20Ht o2 L.EC?END AS 5�lOWN INSTALLS(t� S � ONt, A +oWN, ONEW 4"x4'*woop �Tl pL — — — — -� — — — — (1 ST -15eT L-IC-,FST- P+DL.E Oft EXISTING PbtT (V + 7 4- 4 -cD ` s 6 — — — — — — — — N T w DETAILS REFER TO CALTRANS STD. PLANS A20-A,B I d' LANE WIDTH DIMENSIONS ARE NOMINAL, ON LINE CENTER-TO-CENTER. LENGTHS ARE APPROXIMATE. (� R28(S� W4I IQ R28{S� 12 ALL LINES, MAaV_It " 4 LreGlfrl4M �tA(.L *C- T4HERMo- �j 4 R2 5) PL^4TI G , EXCEPT Ars NhJTEv.. 1 W4TA _L MAdF-W-jF� PF-Q_ DVTPct L*. o of R2(45) ALL R28(S)SIGNS TO BE DOUBLE ARROW, MOUNT AT ANGLE, ON EXISTING f U STREET LIGHT POLES WHERE AVAILABLE. SCALE 1•:40 5 3 5 3 2 6 1 9 KLUSMAN AVENUE WET ISANt7BRLAST05 OR OTHER SHALL 5E APPIZOVEP METHOD WOE" THEY CoPFL(CT Wr rk wOIZK. 3 OORO .w0 - 50' 6 19th STREET AMETHYST STREET � LENGTH 6O Is SPECIFIED. s CHANGED LEFT TURN POCKET LENGTH &AS BUILT- ARROW AO IS ALWAYS USED LEFT TURN POCKET, WHITE ARROWS, SIGNS 8 60' � 4QAS BUILT- ( 350' — 5 4 (2 100 TRANSITION 50 Z LEGENDS ADDED 9 6 f 2 f R 28(5) RO2 88(5 F-. LEFT- TURN PICA- L EFT TURN LAN E 4 II w NO SCAL _ ® E ( Tl-t _v4 E� LT Ti�4#4S, AvpoT) 2W LT L.AI,(E E O 7-3f-89 + - + N t + - N --- - + - --- - - - - s © LANE WICTNS PLE'VISEv, A"O�S t7ELETEv II vW► io '-5-89 51GA15 QEVtSE� � A�pED �� (Q TURAI RxKET LENGTH REVI5ED 4 5AA(pB1A5TIW cl-1¢.90 e„R20B 12 4 R28(5) R2(35) 8 12 .� R28�S) 9 4 4 o DESCRIPTION OF REVISION DATE , CITY D 3 4 CITY OF RANCHO CUCAMONGA SIGNING & STRIPING PLAN SCALES 1•-40' AMETHYST STREET FROM 19th STREET TO 500'1 NORTH 19th STREET FROM 360'* WEST TO 240'± EAST OF AMETHYST ST. 0 APPROVED 8Yl � DATES �d � CITY ENGINEER F; c i223;3- R.C.E. N0. ?; DESIGN RECOMMENDED Na. 9163 PREP PIANS ARED 8Y b� 123'88 * SS Il-SON-SHEEHAN 8 ASSOCIATES --'��'"M' Co DRAWN 143 S. BR LVD. BREA, CA 92621 SHEET ) 990- 3 Job E-399 , T 0 f F OF CAIS ON, MK , ANH __5__OF 6 - CHECKED / DRAWING NO. DATE +1 C.F. N0, 9163 T_xp. k-31-09) 1233-1