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HomeMy WebLinkAbout776 V BENCH MARK: GENERAL NOTES CITY OF RANCHO CUCAMONGA B.M. NO. 109 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CHISEL "X" ON RIM OF BELL RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLICTELEPHONE M.H. S.E.CORNER WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH IMPROVEMENT PLANS ARROW ROUTE AND HAVEN AVE. AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND ELEV. 11 58.269 SPECIFICATIONS. FOR 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE ITEM CONSTRUCTION NOTES UNIT QUANTITY PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED PARC E L MAP N 0 ,0 7244 IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 1. CONSTRUCT AC OVER AB PER CITY OF RANCHO CUCAMONGA STANDARDS. .5.F. 55,600 3. THE RESPONSIBILTY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR 2-403 AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, 2. CONSTRUCT PCC CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD L.F. ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILTYRANCHO CUCAMONGA BUSINESS PARK DRAWING NO. 303. OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 3. EONSTRUeT-64N6RETE-SIDEWALK-PER-EtT`f-OF-RAN6HO-eUeAMflNGA-STANDARo_ F. 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE •D RAW1 NQ-NO-3 0 3:" S HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO .4 C4,6rds EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, Q ® 4. CONSTRUCT-HANDfGA? RAMP PER CITY OF RANCHO CUCAMONGA EA 4- WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. STANDARD DRAWING-ISO. 102 5. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL A 5. INSTALL 5800 LUMENS H.P.S.V. LAMP. ,dy SG'•�: i M1101O�' eco0�'O//YA, 5A , .� 7 SECTION, BE INSTALLED. 6. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA A 6. CONSTRUCT COMMERCIAL/INDUSTRIAL DRIVE APPROACH PER CITY OF RANCHO ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITH CUCAMONGA STANDARD DRAWING NO. 306-. /0/, 7YPEC - i5A. 4 0 CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 7. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. 7. INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD EA DRAWING NO. 401. 8. THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH ^ GRADING, SOILS TESTS, INCLUDING 'R" VALVES, SHALL BE TAKEN AND A MATERIAL /�\ 8. INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 402. EA. 2 REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER. THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL /,PYY�'/(j cls/�('_! "0r4/tllilk�VIAI 71r.,V 9. CONSTRUCT SPANDREL AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. / /�&p B•a/ ,�`/ / 7Af-.+ - / wA'jzF DRAWING NO. 308. (.± 1120 S•F. EACH) EA • 2 9. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, VP A:,"T!i.?,• &0 tO/ r-AU' P,P�f�C7" . qLL <1414> OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. h1W&o1,1V&,LIS ao7A4e- y rtcscr AX&z_o 445p CIA90117xv c,*/ Q 10. SAWCUT AND REMOVE EXISTING CURB AND GUTTER. L.F. 230 p' P hr 10. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 11. SAWCUT AND REMOVE EXIST PAVEMENT. S.F. f• 240 ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS i1/C 31 f" SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE /z n / � � � �� ' .Y_ �it/.ST'9GG /Z'G�Gy� /-�/�?ESS/GY�/ �C9�� "G ''� /��2 C��y c� /•fl�is•`fl PLACEMENT OF BASE MATERIALS AND/OR SURFACING. D.4TE�: / O/ 5Lu__v C �¢-�•�-��/ <;` y C�CH�Ort/l>� arO. �}�rJCs. it/O. 5/E3 PU�3LlC PRJ1/gTE 11. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO o��rNr.� C • � .� !�Cazrf! * '4 I a THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO L/�'. r1/D• d/i�3 E7�� /��rs/�%y! ,_u,z '' 2 13. CONSTRUCT CURVILINEAR SIDEWALK PER C/TY540 DWG. 114 ; W = 4 ' VERIFY: W R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 20. CONSTRUCT 18"RCP , D-LOAD As SHOWN. L.F, 85 -9 Q (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. -- - - - - - - 2/. c-omSTRUCT 24"RCP , D-LOAD AS SHOWN . L.F. 62 3 FOOTH/L L BLVD. 12. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OFA 22. CONSTRUCT .27"RCP, D-LOAD AS SHOWN . ROCKY MATERIAL. SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUANTITY BETTER THAN THE NATIVE MATERIAL. Exi3rivG .r�.vr�.cfL 23. CONSTRUCT 45"RCP, D-LOAD AS SHOWN. & L.F. 475-161- IL3¢9i�/Rls6 CgG�.e� 13. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANTI I 24. CONSTRUCT 48" RCP , D-LOAD AS SHOWN• Q LF 584 -NO- Q REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT 7 „ WIDTH PRIOR TO PAVING. I 25. - -384- 0 L•F 0 14. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE I 26. CONSTRUCT M.H• AX PER Cl 7-Y OF RANCHO CX'AMOJVGA STD.DWG. 5/O. EA , 2 -�-Q CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN 1 SHEE T 2 - DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY i ✓ I Z7. C0/VS7 7UCT C.B. NO. / PFR CITY OF RANCHO CUCQMONGA STO. DWG 502. �q J ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN 2 I / THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. �-X •�'• ~ 28. CONSTRUCT CURB OUTLET PER C/TY OF RANCHO Cl MWA16A STO. OKr.. 506. EA . -0' -L- EUCALYPTUS0 ST I $ 15. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF N F29. 1 CONSTRUCT -ra4pop.4RY INLET PER DETAIL s EA . J -,�- / QUANTITI ES. I i - . 16. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY 1 �NTowcmeoY 14101-ell JPViQ (Zr,�tE/� ?/7E&f' �wv FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. w� , I /. 4L., (rrxe&r 7-,pmEJ' d'/rS4,L, PF oZW A; O 0 WO �!/i4rCL� 4004 /�'/O TO Czel vfJ''s}�1/LW0S AV UPON REQUEST THE REQUIRED PIAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO ZI 4,'/V J��'If'it'q�7`O�'/�I', A�/ P040. AfIY'/ 71D, 9"19 r_4A9r ,c3i�/�4 7� �� 0'/�AVr 7�� BASEL/NE AVE. THE CITY ENGINEER FOR APPROVAL. W -.1114-44 69 01-4*1/760 6wPAO;OA& T*& G�'17&r 0,P 7#6 T0-ulp,/K /.l 17. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, > T//R� xt5•r C 3) TO 7f/b` Pnc6r o,- Gse,B , /L�,S o7`/f .elf✓.E/ �'/OT O. G/� Lj ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON Q ( CNUR H ST ti Q REQUEST OF THE INSPECTOR. I Z. ,V,G/OK 70 Y c Co,vi���11 �+&N7- ;wA,vv P416vI 'iYG , A-41 L-A �.i/T�s,eiu�/ /� 7rr/•r� ci0i�s R2e-Pctr aAA-Z, ,rte- jV�,•iiA.�o TO 7-4Wairy N /N�°PFC'?V,? -WY -�,N=tvr..¢L TOY_/C/ri4-s CX Veer0,,4RX1r ,orv & j Q W d0/G �#M�iS/D��EJVTS. A!' l0&7�.oCA.1m/d.� ,�)V 7465 6.171/ v Q i00TN/LL BLVD. y PRo 6cTwj ti N 1e ft T - -o / 77'D C.�v/> rl-,C i�r�l�►/� J q� a �__/ SITE c/UPicboa •'�• G7rG,� cJ')'`f'-F2�7 T 56S �� �' / V ,t3'/ TXi �S13/i►/EER/�'/F /�/%Oct/.Yt!• / ARROW ROUTE / 9 11 A L 3 4=• c�7 sir T�.cEt : � TO 665- f�4 4.11;C-0 -4067-Poe00?. d Uc I I IJP .4lS �' LI A.K. 0 S.F. �� R.R• to S.D. ,JIT/tE�'T 7",P.�G-' Ci!/q��//7�5 I CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: s y�cFT 3 SHEET 5 I I J'/M,84L err ter- N�s0-5 ,0r,*v/! of c&w/fry 1v4-evhc' der Izz- A. GENERAL TELEPHONE A (800) 422-41 32 -/ 'yi�F O u�N�rv' ,8it�,y .} RL A/!/j ,¢,gif/AVe.4 , /3 sAV'0-c OR UNDERGROUND SERVICE. /.'��J/}!`• VICINITY MAP Bf I " L/JIV41 Al ,0z.4,416;* T.�,E�E- 412 B. SOUTHERN CALIFORNIA GAS COMPANY V14) 529-2889 , 'PCH DR' -- APDEP PR.IVF7S 314 77=7 2 Pop- 2191 E. BIRCH STREET !714) 529-7070 SD RI(I1/ 54, Rjw WIJ•M.W14�r{ �Pczc C2-007945) AUro, 200Z BREA, CALIFORNIA 92691 I Q�G�D;�O JT• 7p 5 tio/ S/�r1�.v��acvra<rr.�1 .VVI--i J I �5to�rrar�,r,.r �,��r ,s vet O.tcO-.fig e;r crc o S.D. )�(•0/ �� C. CUCAMONGA COUNTY WATER DISTRICT V1 4) 987-2591 I SH� 27' 27' REVISIONS SHOWN ON SHEET 3 PER CUP 95-19 - 9641 SAN BERNARDINO ROAD SHEET 5 I 2 pY FAVREAU ENGINEERING . RANCHO CUCAMONGA, CALIFORNIA 91 730 Q' I 5' 22' 22' 51 I Q REvJSEO STORM DRAIN TO PARCELS ! 4 $ ADDED DRIVEWAY LOCATIONS PARCELS/1)'4SEE SH7S.2 3 4 8 5• 3-ZS-83 SQars� r r� ter cRip'notj oF ri v1 slob APPD. ENGINEERS NOTICE Q 2% 2 / 0.17' 2 2'/0 ,��• 4�r� IZ,� 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE �Q I 5'I _ - - 5 / , �y ,�;^ G" I 1 Y Or F?A N C'"10 CU C.11���I� `��N Q �� Tc I - CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALLI0.29' �� �•='¢ � l.` PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT I 0.29' I � IMPROVEMENT PLANS BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY - - - - -- - -+• -- -. - AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL I ���lF ����7f `I• FOR OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT ( CAL EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR PARCEL MAP N0. 7244 ENGINEER. ` ( TYPICAL STREET SECTION 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC I I N.T.S. STREET & STORM RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE I I EUCALYPTUS ST. 81 WHITE BIRCH DR . DRAIN OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, / APPROVED ��{ 1�1�rE AGREES TO ASSUME LIABILITY AND TO HO_D THE ENGINEER HAHMLESS FOR ANY T. L = 7 ;, � ;r '>"',"°:,� - = �` y f r _ DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES �•'�C u(? '' '�� r N4. 23�313'a T :�` _��� ° / ' ` ,� Cl,r r ENGINEE, I'�.�,.�.. NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED A �1 j"< {° " I ,/� N� x'�f E DESIGN + l 2101 E.4:h St Siurc2M) i�r �JF�'tIRAE�� •�'� VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO rtJ" `�` / ��I '� ECP 3 t + - ! Sunta Ana.Calijumta 92705 TAKE DUE PRECUATIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES � ro ARS I . ' 7:x/5423544 C SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ' RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES .��,1 •a n ;' SI`!- Q ORA'%YIN i i StiEs t 4 / 4o A j i� Ci•tl f Ts• •nJ`inr s O CONCERNED BEFORE STARTING WORK. CA I 5 C'r1%CI(EO ti- tS R.C.E. Uo-302313 ORAWING NO. = --` ALAN R. Srm t PRF DATE 7- zG-Y FI IE NO. 7?6 EX/ST. GRADE AT r T T T I T r r r r r — — -- -- - --- — -- — -- - - -- - --- -- - -- - - - - - - -- -- - -- -- -- -- _ -- - EE-7i- - - - - _ I I BEN H A K. 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I I I I € I I I I I I I I I I I I I I I I I _ _ - -- - - - -F - -- - - _ 1 € 1I11II � III � IIIIIIII € 1I1I111I11IIIIIIII € If1 - -- - - - -- -- -_ - -- - - - � - �-�- - -- ��--- � FFF IIIIIII1111III11 _ 11111II11I1111I111111IIIIII1111r € 1 ART/Q - � 1IIIIIIIIIIIIIIIIIIII1111IIIIIIIIlllllll # 11111111 } IIIIII1111 - - _ _ F PRORLE _ - _- - I I III -- I- II --11 - I - -I € I 1I11I1fII1II111II II I1I1IIIII1I1III1I1 # 1I - - = - _" _ _ i I I th - - --- - - - __ HOR1 _ + _- - - _ _ FF � z 1 40 -- � ��� � -�- �� � � € -- � - I I- I I I I 1 I 1 I I I I 1 I I 1 I 1 I I I 1 I I 1 I 1 1 1 1 I I I I I I I I 1 I 1 i VERT. I = 4 _ - -- - - - - - - - - -- - _ } t - IT- I If € -- IIIIIIIIIIIIIIIIIIII IIiII1IIIIIIII # IIIIIII 0;00 1400 2;00 PLAN40, 3'00 4+ 00 5+00 CONSTRUCTION NOTES EUCALYPTUS STREET - O CONSTRUCT AC OVER AB PER CITY OF RANCHO CUCAMONGA STANDARDS. O 2O CONSTRUCT PCC CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD " DRAWING NO. 303. CONSTRUCT-CONCRETE-SIDEWALK-PER CITY-OF-RANCHO-CUCAMONGA-STANDARD- -DRAWING-N07-309-. J P . M . 7244 U O FUTURE - SIDEWALK OR HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 309. t�5 INSTALL 5800 LUMENS H.P.S.V. LAMP. O CONSTRUCT COMM ERCIAUIN DUSTRIAL DRIVE APPROACH PER CITY OF RANCHO EXU NT1�� T CUCAMONGA STANDARD DRAWING NO.'$8. \\ n7 Q- 16 mo 7 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD V S 1 p 14 �m�a DRAWING NO. 401. 8 48 k� �Xi 3��1 �} 8'S I 8O INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 402. 3 ~ 32� �k Q EGR �x Q�N� ✓ 000 A O9 CONSTRUCT SPANDREL AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD 32� �5 �Oti 11 DRAWING NO. 308. Ok6gG SAWCUT AND REMOVE EXISTING CURB AND GUTTER. '� ••�'• ' G 2 / 0� SAWCUT AND REMOVE EXIST PAVEMENT. �� ••. a o h � _ N89'4717"E - Z J \ 0 10 �^ / b 2 3 4 Jr �� G) / `�'►• •. it .��� F BEG/N �j Zg A D ��ti N N 5 ss �. E 4..00 17 _ cvRB \ qro DRIVEWAY 412 m M VjU PER SITE /MRS• MODi FI ED 6 pARGEL 4 • \ W !� `�St / W_2O� tXISTiNG t��N ^ L=2S• , -Co- �Qtp ADD SO VIZI V SWAYS @ 1+26 S CJS" \ ��J \�q�5•��j '\` , W ` �s).y `J�' ry(� J� Ct p� ® PARCeLB by: J.M.W11-50N FoR: DKL �yQ ,(� v �1q O (1 m0 0 ADDED pRIVEWAY LOCAT/ONS PARCELS 1 &4. 3-?_8r63 J�. Q c \ �� P . M . 7244 DRIVEWAY \` PER S/Tg EL 4 ` IJ�S�f\�I� 1 IV� �J1+ 1tEv�SION Fo r r'irPD./MPS PAR \\ Sr LieIle PLAN AND PROFILE CURVE DATA �� }t ni i mpaovr m;_:ti r FOR O Q R L T . PARCEL MAP No. 12-4 -4 0 15°31'51" 250.00' 67.77' 34.09' ® 90000'00" 35.00' 54.98' 35-00 EUCALYPTUS STREET © 1503/ 51" 272.00' 73.73' 37.09' w ii1: t` APPROVED BY / D.�1•i'E 9-�3;Xz QD /5°31 '5/" 228.00' 6/80' 3/.09' � n� A. ��`' .�� rl�r'� �i�tOli`J���� �•�•-��'� R.C.E. No.238�39 0 /5°00'00'` /07.00' 28.0/' /4.09' �' �� 1i (y 1 --- ` � _'h'1 E 4;h St Smt, _'Ml 0 2/0°00'00" 50.00' /83.26' /86.60' F�p00.306 a® DESIGN J 15 n�OM1���N0E0 ARS 'lI . t vt1 7141�42.V44 �l�rFeCivil F CCAQ� �2 i 11MV14 1;1 � ;I S.�EE r CA ' . A't_.);i' 2 5 Cr4ECKE0 _ ek,,C �S R.C.E. No.:30373 DRA'sliING NO. PRF DArF -�G-ftv� FILE N7. 776 144.8201.01 t • � -- - -- - FFFF I I � � � �� �� 1 t { I { ! l l f ' � # ilei F -F--F F7- --- - FF_ - - - r �ly ► I} I{ IyIIIf �s �fIIII{ IIIII � I � III � III � IIIIIIIII � � IIIIIIII � III -- - � � ��- r— ��� � r r T r � t t�28.�1' 87•�l� f i i L�/4.�0` 1 f �-Trv,43' � � FB.IM N6. 169 C�0 UCMOGA� { I - - - -- - - - - --- - -► - _4 -- - - - --- - - _- ON RIMtOF ` IES- . 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I I �� I I I I I I I I I I { I I I I I I I8 - --� - __ - � � � - - - - _ - -= -- -- - - - - - _ - �. � � VIII- � III � II � � � I � I ( � III -- -- � I - IIIIIIIIIIIl1IfIIIII ( I ( IIIIIIi t � II } ( � � IIIIIIII � IIIIII � II � � II ( I � I ( Ii - -- - _ _ -- -- -- - - - I I V I I I - _ _ _ - -- - -- -- - - -_ _ _ _ - - - � IIIIIIIII1lIIIIIIIIIIIIIIIlII IItIIII 1IIIIIIIIIlIIIII # IIIIIIIi 77 ��� � II � IIII { I � II ( IIIIII � II � If � � I � I __ -- -- - - - -- _ = _ _ - - - - - I I II I - IIIIIIIIIII II - IIIIIIIIIIIIIIIIIIIIIIIIIII � II FI -IIIIIIIIIIIIIIIIIILIIII I = — _ = _ — — IIIIIIII � IIIIIIII { IIIIIIIIIIIIIIII { °��- k -- - - - - _ .4 - - _ fT_ ° _- I _ I I I I IlTf� I = - °� II � , IIfII � III , I Q E f f I I I t ( l I 1 I f I F f I f I f k f } t i # o } } o } { p ap m I f O M ` _ _ — — __ - - _ _ - _ _- _ _ -- - = - -- _- - -- � � _ _ 21 - II' IIIIN � II � II` IIIIm � II4I \rIIIIII � I . II `�' '= IIIIIkIIIIIII VIII { { IIIkIIIIIIIIIIIf4i - - � ' � � � IIIIII � '� VIII - � � I� �� � IIIIIIIII � IIIII � II � � IIIII � � III F_t___ I- F _ - - VIII } IIIIIIIIIIIIIIIIIIIIIIIIIII { III IIII - - -�- - - - I IIIIIIIII ! lIIIIIIIIII1 � �� � -� -I --- -- _ -_ -F-1I1-J71- - - - IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIi, IIiIIIIIIIII= - IIIIIIIIIIIIiIIIIIIIII IIIIIIIIIIi - - -- -- -_ -� - I I I I I I I I I I I I I I I I I I I I I i - _ = -- - FF I�[ -I I - I- I I I I I- ) ) ) ) ) V I I I III = I I I I I - I -I I I I= I I I I I I I I I I I I I I I I I I I I I I III I - - - - - - PROFILE __ - -- - -- - -- - - _ __ - - - - _:_ = III IIIIIIIII � IIIIIIIIII _ - - I � iIIII 111111111IIII IIIIIIIIIIIIIIII ' IIIIIIIII - HORN. !„ 4' _- - _ - R1- D Tom`_ _ - - - -_ - - - } I I I I I I I I I I I I I I VER i Q R L T 0+ 00 1 + 00 2+ 00 3+00 PLAN 4+ 00 5+ 00 6 + 00 Ao 54°21 '06 250.00 237.15' 128.35' 1°= 40' ® 54021 1 06 228.04 216.28 117.05' ' > CONSTRUCTION NOTES 0 --5402106 272.00' 258.02' 139.64' S7-L(GNT 1 CONSTRUCT AC OVER AB PER CITY OF RANCHO CUCAMONGA STANDARDS. O & - 15-00'OG' 107.00' -28.01' 14.09' I O CONSTRUCT PCC CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD 0 210°00'00 : 5000' 183.26' 186.60' DRAWING NO. 303. 51.26' 31.46'- WHITE BIRCH DRIVE -�J'CONSTRUCT-CONCR€T€-SID€WAL14-F€f�CiTY-OFL RANCHO-CUCAMONGA-STAN DARD- SIS DRAWING NO. 309. 0 Sit'� fl.P a2 -�-. CONSTRUCT 14*14 11CAP-RAMP PER CITY OF RANCHO CUCAMONGA--- - - /2 STANDARD DRAWING NO. IO2 - 3 hS?� lot, C O INSTALL 5800 LUMENS H.P.S.V. LAMP. ,ey J i O,4•"D ":`R -4.•.O 2 � - `��.� f3 pEP A• G3�r2G�ri�.47�D BY o�lycc . Ip K��TpIL /3 O6 CONSTRUCT STANDARDDRAWINGAL NODR�IVSE APPROACH PER CITY OF RANCHO J / �x 7 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD 0• 60 A L S DRAWING NO. 401. 33Tc1 ��GQ 7 o 9 INSTALL SCOP SIGN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING N0. 402. a ` � � 0 0 - t�63 �H1�QReypR �� ��o r =� 4Q��s6 CONSTRUCT SPANDREL AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD E/✓l�/ Q C �, ; /18(294 DRAWING NO. 308. AVE, /i8�44 8 , R� A 10 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. Ali 118330 C� • Q ' Id 11 1 NYS Uj �> W o 11 SAWCUT AND REMOVE EXIST PAVEMENT. AV / .r iso 84. S� �� iOF 1184 i n G - G .g 13 CONSTRUCT CURVILINEAR SIDEWALK PER C/TY$TD. 114 , W=4' fi 'Y ��ti� 9q,41"� \� ® Q Go�rts'rP-✓s,7' cuio� D,�.4/�'/ �� r ��R Gr/ �►r0. ,/�!-,B. 4 / 1193.92 + k �� � N 0 \ � A 'JI /i'.'JTit�/ J/'• 7x&;; -- 4 cv, c!'T Ti��.1' ✓-.�1'�/T• N�T�S 4-VO / 0 T /182. 51 `� 0 NOTE : J� fsDUl.E' &� IlN�S T t. 13 A•:• 2 NS q4 o ^� w 7151 src 8 ' o� 2 POST " NO PARKING ANYTIME " SIGNS AT LOCATIONS DESIGNATED / 9x < �; o N INSTALL R 26 (S) Y THE CITY ENGINEER ALONG ELM AVENUE - 4/2 Q �^ �C`,Q �S R 26 !` �' (V - ��\\��, /�� n �} v r4� S $ 6' pDr-v Ac_G555 ,Z4MP, �i S'J 3.93x ry; o s7- 0 - r �J, v�,�� �vP. cuee�P�vs OrN ourCe-T EE DWG. 328 SHT. 15 OF 20 0�" �i testi ry �l8 r25 8 5 �� � ' A t�G�r ,2. oo -75 �y r�vc l2' D/ too FOR ELM AVENUE IMPROVEMENTS - Q2 _ A �>;`r °w � , ADDED HANDICAP AMPCURVILINEAR SIDEWALK.AND hry ti % ,_ I �R� 51T>i Ut AN �O tN M �� 2 STREET SIGNS M m m �. PER CUP 95 - 19 BY FAVREAU ENGINEERING MQS'P Tr% �`%n � �� � � O ��0� ��� 0' REV/SEO STORM DRA/IV TO PARCE4S144 &ADDED 13 6 `'' I �`,� >Q `A� INSTALL R 26 (S) 0 � ,� DRIVEWAY LOCAT/0N PARCELS 1&4. ON POST a �V `` t�• / 2 g 6 ' TF 0 ��a �► g(' DESCRIP,rION OF REVISION DAA APPD. INSTALL R 26 ( S) xON GJ� p�F�/ INSTALL R26 (S) BF"? �� � `' � � ` ON POST �f.G ON POST G`?6 DETAIL. ,Q " `.� i 61 `I �Jf �i-���`✓� �!J `i��`J�-` ��1��`��� 4 D � A DE ES ON � . k�yJR� v► LOC L PR. S/ PLAN AND PROFILE casE OF I MPROVE MENTS FOR PARCEL MAP No. 724 WHITE BIRCH DRIVE A No/�43714 ` ort I APPROVED '3Y UA•rE 2L�'� LIC. , crrY ENGINEER R.C.E. NO.23839 EXP.3�d �� DESIGN -i [' WI E 4,h St Stw, i2 rC' MENDED . ':.wj,An. C:�l1t4/5 42 V44 �9 •- 0RA'NN � s� i SHEET OF ®. CA '.PAS, 3 gar 5 — X- ACHECKED f R.C.E. No.30813 DRAWING NO. PRF OArE 7-2G-8Z FILE N0, 776 !4.4.8201.01