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HomeMy WebLinkAbout1714 [1. ENERAL NOTES TRACT CONSTRUCTION NOTES AND QUANTITIES L WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 1A CONSTRUCT 0.25' A.C. OVER 0.35' A.B. 92918 SF ANCHO CUCAMONGA STANDARDS AND TI-E STANDARD SPECIFICATIONS FOR UBLIC WORKS CONSTRUCTION CURRENT EDITION. INCLUDING ITS ANNUAL 18 CONSTRUCT 0.42' A.C. OVER 0.50' A.B. 48177 SF UPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH ANDHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STArtDARDS ANDF ww"kOV F- - MENT T IR4 P- PLANS �2 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104, A2-8 5914 LF PECIFICATIONS. 3 CONSTRUCT 4 ' OR 5' WIDE SIDEWALK PER CITY STD. 103 20136 SF Z O 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER O4 CONSTRUCT CROSS GUTTER PER CITY STD. 106-A 1890 SF POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT W O5 CONSTRUCT HANDICAP RAMP PER CITY STD. 102 6 EA. AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, ►W REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST �+-� INDEX OF SHEETS O6 CONSTRUCT BARRICADE PER CITY STD No. 131-A 60 L.F. TO THE CITY OF RANCHO CUCAMONGA. U� O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101-A, WIDTH PER PLAN 55 EA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE W 1 TITLE SHEET g INSTALL STREET NAME SIGN PER CITY STD. 401-A AND 401-B ( PRIVATE ST- ) 3 EA. HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY 2 TYPICAL SECTIONSO9 INSTALL ST. LIGHT 5800 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER) 22 EA. FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 3-9 P LAN AND PROFILE 10 INSTALL ST. LIGHT 9500 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER) 3 EA. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 10 SIGNING AND STRIPING 101 11 INSTALL STREET TREE PER THIS SHEET 62 EA. PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR W CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR 7A REVISED PLATEAU ORI V E V j 12 CONSTRUCT AC BERM PER DETAILS ON SHEET 2 1045 LF RIGHT-OF-WAY. PLAN AND PRof ILE la REMOVE EXISTING TREE 38 EA. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. _ _ _ _ " 15 ADJUST EXISTING FIBER OPTIC MARKER TO GRADE 1 EA. 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 16 ADJUST EXISTING AIR EVACUATOR TO GRADE 1 EA. THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE FIEQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 32 ( 30 29 2827 26 25 24 '�'- 17 REMOVE EXISTING PAVEMENT 8010 SF 133 \ � 22 2 i � , SHE T 3 lg REMOVE EXISTING POWER POLE & UNDERGROUND UTILITIES 6 EA./850 L.F. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, mvilsEo T10 PRIVR MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. GATED ENTRY REMOVE EXISTING FIRE HYDRANT TO GRADE 1 EA. SEF SHEAT -TA REDWOOD DRIVE C PRIVATE ) 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 34 i9 I 2p ADJUST EXISTING WATER VALVE TO GRADE 1 EA. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED u AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH W W 21 CONSTRUCT SAWCUT LINE 1170 LF THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR --' EI! 7 v 36 36 37 38 39 40 41 � 43 144 22 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE 2 EA. APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR Z ; O SURFACING. j J Q+ -+ 18 23 CONSTRUCT A.C. OVERLAY (0.10' MIN.) 1804 SF �2 1W 2q RELOCATE EXISTING MAILBOX BEHIND RIGHT-OF-WAY 4 EA. B. A T THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED w �a ��• P,Pw CI ENGINEER. LISTING ALL TESTS OR DETERMINATIONS MM �t _.: �� i7 TF As O IZEMOVE AU0 QEPLAC� �x13T1tvG�bQIV�wAY Ott �t'_ROC{-1ME2J1� A5 LCfEO. 4 EA. COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT W (� t 1 51 50 49 48 47 l� O INSTALL STOP SIGN R1 (30"). PAINT 9'. SOLID WHITE LIMIT LINE & STOP LEGEND 3 EA. PAVING. 155 54 53 52 © 12 W / — _ 27 INSTALL NO PARKING SIGN R26 (B) 2 EA. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE S EET 5 16 N O SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR ► - - _ 28 CONSTRUCT 3' RETAINING WALL PER CITY STD. 604 TYPE A. AND DETAIL ON 366 LF DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 2 WINDY GROVE DRIVE PR I VATE) 15 SHEET 2. ROCK FACING PER LANpSCgpE PtJINs. r'gtvAtd 14 29 I�.tSTAL.I. AG 957P.1-^ PEP, tp-rO. bwG,. 104, '[`fPE 01- �. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 13 A17DITIONAL NOTES ON OHEC-T 1A TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 1 3 4 6 7 8 10 5 9 It 12 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING FUTURE HIGHWAY 30 ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR i I DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A ----- QUALITY BETTER THAN THE NATIVE MATERIAL. © SEE 1714 -L (SHT f OF HIGHLAND AV£. GRAPHIC SCALE 1 "=100 ' h 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS IM FM - ._ pA, STERIL ANT 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 0 300 FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. Q �� 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE W VICTORIA STREET OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION NOTICE TO CONTRACTOR CONSTRUCTION NOTES FOR STREET TREES PROJECT OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE SITE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. THE EXISTED AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY SANSA G TRAIL STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE STANDARD PLANS. N LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN ARGONOMIC SOILS SHALL BE CONSTRUCTED AT EACH INTERSECTION. ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN DR NOT IN THE REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR ANY UNUSUAL LOCATION SHOWN. TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKILL SOIL BASELINE ROAD 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY VICINITY MAP NO SCALE SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE ENGINEERING DIVISION. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD WORKING DAYS PRIOR TO EXCAVATIONNOTE: . FREE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CONSTRUCTION OF IMPROVEMENTS WITHIN EAST AVENUE SHALL TAKE CLEANED UPON REQUEST OF THE INSPECTOR. INTO CONSIDERATION THE ROUTE 30 FREEWAY CONSTRUCTION AND ETIWANDA HIGH SCHOOL TRAFFIC AND MAINTAIN TWO-WAY TRAFFIC ON EAT AVENUE AT ALL TIMES. r-a 17. CONTACT T I UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXISTING SURVEY MONUMENTATION cHAweiE TO rR NATE ST. PER qq- 2 MOD; ADD SHT -rA STREET TREE QUANT IT IES Qi Q�vlg� EAS oY�. S��Ts 9 aND PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 10 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD (S) DESCRIPTIOV OF fEVISIOV DATE TY A. GENERAL TELEPHONE 1-800-483-3000 THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH SYMBOL STREET NAME BOTANICAL NAME COMMON NAME OTY SPACING SIZE APPPOYED CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED B. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 AS FOLLOWS: 0 PLATEAU DRIVE PRUNUS BLIREIANA FLOWERING 3 20 ' 15 GAL. �s� ��+ 216 N. EUCLID AVENUE PLUM HYBRID A� � �I �;y J4�I�����7� ONTARIO, CA 91762 NAIL AND TAG, FLUSH, TAG ILLEGIBLE. LOCATED ON THE 0 RAINTREE PLACE MAGNOLIA GRANDIFLORA MAGNOLIA HYBRID 9 20 ' 15 GAL. i♦ ( ( /� C. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 CENTERLINE OF EAST AVENUE NOO '00'47" 1.95' FROM THE "ST. MARY" 9641 SAN BERNARDINO ROAD INTERSECTION OF CENTERLINE AND WEST PROLONGATION OF THE RANCHO CUCAMONGA, CA 91730 NORTH TRACT BOUNDARY LINE. • WINDY GROVE DRIVE CERCIS OCCIDENTALIS WESTERN REDBUD 46 20 ' 15 GAL. Sir-oc T IMPROVEWNT PLANS D. MARKS CABLEVISION (909) 987-6275 10808 FOOTHILL BLVD. #120 SSU LAND S� • REDWOOD DRIVE CERCIS OCCIDENTALIS WESTERN REDBUD 46 20 ' 15 GAL. 1 Z FDR RANCHO CUCAMONGA, CA 91730 �c�,� PA. Fq���o RpFESSI TRACT NO. 15911 ( PRIVATE)0 D � —� 0 STRAWBERRY PLACE MAGNOLIA GRANDIFLORA MAGNOLIA HYBRID 6 20 ' 15 GAL. DATED ry D ^' "ST. MARY" ���� P�NAD F,q�y APPROVED BY � DATE 4- ---------- ----------------------------- r ti CITY EMAEER R.C.E. W. 24953 MOHAMMAD FAGHIHI, L.S. 6607 NO. 2-31 `y �O i' �SIC�V f GQ�€ 1 EXP. 12-31-0 � �j�,� A� EUCALYPTUS ►ZED E?UN1 � � T CAMALbULENSIS IO 30 5 f-rAL. NO. C39530 T�. A L B E R T A Cjy� &y(�j/� r CALL: Tal FSE O- CALF EXP. 12-31-0 W E B B_ RIV3786 ERSIDE W ST. s E T 1-800 `r7gT CIVIL tiP DRANN A_S .5-C) - A T E - (9b9) 686-1070 227-2600 2/ 260 OP COLI TP. ENGiNEEG[NO CDNSIATANTS 1 O O'ECKED —� �R.CE. NO. — DRONING W nn NOTMS EMYS NFUE =DE E.H. DA TE- 6/23/�ooe FILE AV. ops Puo 1714 QCT SHEET ASO. I _ OF _4 16 R/W 60' R/W R/W R/h' 2' MIN OVERT A Y -- _. - . .- ------ - - - . -.. ._ _ . -- -- - -- - - ---- --- --- --- -------! AT 0.10' MIN 12- - -- --- - = ------ 12---- SAWCUT 1" MIN -. -_12 t TO 20 't -- 1-- -- EX. PAVEhENT 0.5' 4' _10' 8' 8' 0' 4' 0.5" �j INTO EX- PA VEA}ENT -tF---- ----- - _ TO 8a 't t I AEW PA VEWNT _ I- ---t - 1 ' MIN 1' MIN 1 70% � 1.70% _� 170% 1.70% - __._.___� SAWCUT c IW �_ ExrsT. sRL�JM3 �IDIN DETAIL 2 EXIST, PA VFI UNT - 1 B 3 CSAWCUT L INF- NT S 2 TYPICAL SECTION - : B PA INTRFP PL A L.E� TYPICAL SECTION - FAST A VEME (39+23.25 TO 43+75-85) PFDWOOD DRIVE, STAKIF-RNY FIA f , WI-WY GROVE DRIVE SfCONOARY ARTERIAL, STD. 100-A 0.42 A.C. OVER 0.50 A.B. L OCA! STRFF ST, 1()O_ ,4 T.I.-E3. R=B2 ,G�/D•5 Ple/VATL' L_ 0.25 A.C. OVER 0.3f) A.P. R/W ANCCC:APE-� FASFMENT T.I.=5. R-B(=' NOT TO SCALE NOT TO SCAT F F'R I VAT E S-rR EE T Q� � I 61 sotw BARRIFR �5 5 PRIVATE R/W R/W R/W 94 5&MF_Nr 12t ' TO 12f TO 30' 0.5' 4' 10 10' 10_' 10' 5' SOLS - ------ - -- - -- E-- 12 ---k.__ - - - -�� -�- 12' � BARRIER �-WATER PROOF MEMBRANA` TO 5' 12't 12 t TO 1B' - 12 t 12 f ; SUPER BLOCKADE BY ----- � - - - ---�--- -- - , ROCK FACING PER MERLEX STUCCO INC. 11'. ' MIN 1 MIN_� IB � LMD PLANS (1714-L) � 1.70% 1.70% 1.70% 1.70% 2% i Com _ SAWCLlT L IIS --! EXIST. GRIXAVD IUMPROVEIN7S REMOVE 6 REPLACE 3 EXIST. PAVEMENT i �B) C 2 SAWCUT LTW -- EXIST, PAVEA€NT C2� 3 ' 1 , wk TYPICAL SECTION - EAST AVE (29+47.,55 TO 32+22.14) TYPICAL SECTION - EAST A *7VCE (32+22.12 TO 32+97.14, p SECONDARY ARTERIAL, STD. 100-A + 4.� 4 36+20.62 TO +91.61 10" y . 33 E�.14 TO 3 63.1 _t_- _ � 0.42 A.C. ovER o.sc A.B. 37+81.61 TO 3E3+03.25) 3' RETAINING WALL PER=-// 4" PVC DRAINPIPE W/ICU FT 314" CITY STD. 604, TYPE A, DRAIN ROCK PER L .F . WRAPPED NOT TO SCALE SECONDARY ARTERIAL, STD. 100-A 3•_2 IN DRAIN FABRIC. DAYLIGHT AT 0.42 A.C. OVFR 0.50 A.B. - - - CURES CUT . T.I.=8, .R=B2 NOT TO SCAL F (a28 TYP. SECTION FOP 3 ' RET. WALL 10.5 PRIVATE © NOT TO S(-,AL F ['TrV'Lll L R/W R/w �^ EASFMLN? ES --12 -- ----- - -- R = 0.08' ,,- -- 0.5' 4' 12' �._ 10 10 . - -- 10 -10 - � 12 - 12' ; BA SOUND - I �- � � BARRIER R O.OB' LEVEL L IIF 0.5 IB':t TO 24' 12't 5 " 0.5_ --- - ' CONS TPUCTION NOTES - - -- - 2% VAR -_ __ _____ 01A CONSTRUCT 0.25 ' A .C. OVER 0.35' A.B. EXTEND TOP LAYER OF AC PLACED t REMOVE 6 REPLACE 2.13 ON TI-E SHObt DL R UM)ER DIKE l - -_.. --- IMPROVEMENTS C� 3J WITH N!') JOINT AT T!-E ES EXIST. PAVE�NT 18 CONSTRUCT 0.42A .C. OVER 0.50' A.B. 28 OCONSTRUCT 8" CURES AND GUTTER PER CITY STD. 104, AP-8 AC B17N - CAL TTRAN,�i' STD. A67 TYPE D TYPICAL SECTION - EAST AVEME (32+97.14 TO 33+8B.14, 0 CONSTRUCT 4 ' OR 5' WIDE SIDEWAE K PER CITY STD. 103 N75 34+63.14 TO 36+20.62, 36+91.61 TO 37+81,61) ?8 CONSTRUCT 3' RETAINING WALL PER CITY STD. 604, TYPE A, AND DETAIL HEREON. ROCK FACING PEP ' " ' ' ' SFCONN),A,RY ARTERIAL, STD. 100-A LANDSCAPE MAN . PRIvAre 0.4P A.C. OVER 0.50 A.B. T.I.=B, R=Bp NOT TO SCAL E © CMN6E Lor-AL SfReET Ta PR VATS Sr. Jf:SCNIP i 10fr b* Rf VISION DA T£ APPROVE0 CITY ac" "19 Ct ' V­**k TYPICAL SECTIONS Fors ® PRpFESSIDTRACT NO. 15911 � Man F4c ACP WVVED BY DATE Ilk y P CITY EIrGIAEFI-? (� �1��%U" - _ R.C.E A10. .24953 � o s L cnr� ,P,7 9)W10F AL FRT W r, A r1l Rf t T.P. -L E5 `- -- ` CIVIL ENGlWFT6 XP. 139530 CALL.' TOC.L FfTF _EXP. 12-31 0 - 378£3 A�k�'Xfi4Y S7.RIVET�SIf7E CA 9x-06�wC I v IL P Q4AWJJ WEBB (91 91R 1-800 Fp _ = 68b=-1070 ��7�� � caUzF� T.P. ��}=���"'�=--� 2 - --- - - Of- _ 10 CtfCKFU �� PEE. M7. C39530 I)R4h'IIvC ND_ no N9wm ars&FOY mu nm DATE: 7/5/2000 Flt M7 490099_PRC! E.H. 1714 PROJECT St SET W. Z m Of _. l6 t PI=1 31.79 --- . _ FOOD WAD aX T IA/ 6roCITH ESD AF -_ --- - - - - - - - - T€ 6IYEAT bR73 S.RA - -.p -- -_ to 7R4CKS ON EAST SME OF EAST _- _ VICTORIA- STf�T w --- - �.. - -- -V m-.._ rrr . �� (lam � v+ CT 1Fi'EIvt�E BEThEEAt YI - _ ._._ BASE > y In t - 1-�..�IL�.J �- --- - - `° - - - - --- - -- ---- - - - _1321-.70r _ _ 2 - m °� r* `' 50' VC - ,�. - - - - - ------ - --- -- - -------- -- x _ __ _-----Pi=1 1,59 -- , -- -- -- - - - - - - -- ------ ------ ---- - _--_._.._ -- __.PI' - - 1 - - --- ---- _ - - - - 1 - - ---- -- -- - - - -__ - - -- -- -- - -_ --__ - -- - - -- - ------- -- - rn - � • -4 TING GROLMAT OL U r+ n a L 0.80'0.0 �`.. __-_- -. �-, .r, m -__-_-> U w � - - - - _> clu --^ + Zq _ ...__ __ - - - - :. . �� �j25 -C v ' O N-V m --- r -- - - _ _ _ . .". - --- ---- - - - - _ --- - ---- - - -� 100' VC � � (n in ti N m - - -- _.. --- ---- - - __ - - PI I-11 i ('' Lo `* ( R + i>n cu CR n m r .. ta -- - - U e1 �. m U`1 q7O PROPOSED _� -CURB-- - - - - - -- ------ -_ - _- > _ c� + ----- i�L1 - PI=1326.51 18 , T - ---- - - - l- 7 - - `r ............. r - - m .+ PI=1321.70 N - - a� -�• Q _ - . ' L - LLI -- - ---- U m ca PROFILE SCALES - - - - - ch - _ HORIZ . 1 ' s40 -0.50 - VERT . 1 " =4 ' -- 10 11 12 13 14 15 16 17 18 19 20 S TRA WBEPP Y PL A CE SEE SHEET 7 5 1 11 2'1% 32 7 31 9 28 k 25/ 24 23 22 - �� f 7 30 7 77 -TA 7 1 l/ �� 33 d 3 3 ;3 r l Q 1j1131 J �� i C ';�� + y REDWOOD DR. r1r1 - "\ o o ZN �._, J o 1f o ( ( N ` / d _ a x l its c - - J�� q i r+. i w S~ =21+96.98 CL Y (MOVE DR, 12+90B9 CL RA DMEE PL. J Cj (��p ( 1 t'a �' rY + A� `/ 1 - -10+00 CL REDWOOD DR. c �a +4 .00" a1©+45N 11 11 `° CR N io W _ gyp, O1 TC -- - - - ---- _01 20 A7 ,6 r 3 127M m �a20 5s TC � 25.62 Tc O TC 11 2rc 5 q Tc 5 °� 20. Tc �� TC .14 2 s2 is m 11 19 14 - 1�. _ , 15 - r i , 17 1A - T i 3c'9�U �� � 11 1 1 11 20.1 8( �� 7 X19 4 - 3 3 3 3 3 3 BC 1 g F, 0 11 11 11 o 0 g c 0 0 11 v 11 o o 11 +25.75 RED�r00D 11 - d i' d �� dL 8 d l r +00.00 tx STRAWBERRY PL. + W to N (O i. !D Q lD:' i ~ iiCA + T t t U1 + .ti + .f _ !O r {� J� . -� nA - .� 1 �,� f ��` (�U I X 1 J Iq N (D (p { / + (gyp } 12+25.60 ~ p J ��ii 3 Q ti .r 3 J .r = , r 4 m 3 / O► V tom. ;r. 4 ' n /' '�A N O . 1 ! L 1 0410 cu 5 3 6 3 7 �._3 9 �� 40 41 42 ) ► �� i PA INTPEE PL A CE WINDY GAO VE DPI VE SEE SHEET 4 SEE SHEET 6 CUP VE DATA REv150 c/W SrA • i. WiPM TV•'as BUILT VA T E )A ©_ Of AN6 fRtYASE .rte/ _ L X LEM H RADUS DELTA TANGENT CITY CONSTRUCTION NOTES 1 111.50 58.00 110'08'39" 83.05' DESCRIPTION � WVISICN DATE 17-Y 2 42.48' 27.00 90'08'38" 27.07' APPROVED 3 17.80 102.00 10*00,0 1" 6.92' 4 42,41' 27.00' 90'00'00" 27.00' C. � RA htM �,�� S CONSTRUCT 0.25' A.C. OVER 0.35' A.B. _ 5 17.80' 102.00 10.00'01" B.92' -� `� 6 136.12' 58.00' 134'28'12" 13821' O2 t4419 CA CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104, A2-8 7 48.44 27.00 102.48'05" 33.82' 8 28.74 102.00' 16•x'39" 14.47' PLAN AND PROFILE O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. !03 9 70.80 45,00 90'08'38" 45.11' O 10 80.74' 45,00' 102'48'05" 56.37' PIEDWOOD DRIVE CPR/VATF� 4 CONSTRUCT CROSS GUTTER PER CITY STD. 106-A O5 CONSTRUCT HANDICAP RAMP PER CITY STD. 102 STA.10+00.00 t0 STA. 20+37.75 O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101-A, WIDTH PER PLAN QRpFESSIO� TRACT NO. 15911 J INSTALL STREET NAME SIGN PER CITY STD. 401-A AND 401-8 ( PRIVATE STREET) ��� HAD F40, 9� APpF�1VED BY Qq TE y + y �y� CITY EA61MMR ' �; R.C.E. . 24953 O9 INSTALL ST. LIGHT 5800 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER) SEWIX ALERT GRAPHIC SCALE F=40 ' �' ,� c�slav �ca►aED NO. C39530 �.L: �L � 11 INSTALL STREET TREE PER SHEET 1 � EXP. 12-31-0 � T.P. A � B E R T A CI y� y�� l B00 -- v 4 0 �0 120 `��•� CIVIC- P �� RIVERSIDE' C4. � SLEET 227 cUW AC_O A (9►�9) 686-1070 T Q. ENGINEERInG, CONSULTANTS 3 � CAl.1 � OF D?ECKEDE 1'+'!e L� CF, AV. C3 30 DRAWIA�G AV. nv mmme ars e9w ►w w E.H. N TE 6/23/ FRE W. 990099.PA0 1714 PPOLECT SHEET M0. _ 3 _ OF _ 4* I(o F0Uti0 hEAD d'X T DV SUJTH ESD QF - - - -_ - - - — L-111.38zC0VCAIF7E_at4cRT-ODER S,RJRRr. - -- - —.----- ----- C. Q --1 -- - - T AN EAST SIDE EASE MA" l� - - -- - -- ----- - -- - -- — �ThfEN iy --___---- Urn n LL rn �' - -- - — . ------- - - AND B+4�L L)to m - - - SW --- - W m N - - - - - 't =i i- LTX,IVTP E�Dfi �A�GdFa71N7D tD tD cu N n N x � 5 [7 C> .-� FL X-GUTTER - - - — - -- - ---- __ - + PROPOSED- PROPOSED A T CL Fri r, PI 1321 31 1 0 g N _ e- " 2 rn °' oc — - * N - -- .-r - N e qq + - fi' i - - - - "V _ -T P I 1321 - - �_ - - - --- - - Cl) n c�v �? vLu _ Pi EQ �i f1+ � CL-fly � �. -� 11+8d.00 CL PLA E_AU DR. > 1324.80 41 .-, — _ - - QVC - # t - n PI=1321 PI=132334 `� . ' + + m -- - _ �' ag T in `� m _ N N tu N N .1 w 1325 g N - n ",1r, N 1, %cu TTT m + - - -- --- - _ ---- - - - 2 LLh- - - PROFILE SCALES _ HOR I Z . 1 ' —40 VERT . 1 " =4 ' 9 10 11 12 13 14 � PLA TEA U DRIVE a vI seg see sHT IA _ _ SEE SHEET 7A FOR DETAIL O p O _ p = d d 2 ^ I } m 4 w �3 1 .0%a- rRO�: _. + _ '1� 035- � CURVE DATA 10+00 CL w i COVE DR. W a i 11+39.00 ECH co \ s ; = 11 y ;. . 9 / \ i 8 - 12+9"9 9 CL m" LDC LENGTH RADIUS DELTA TANGENT � --- 5 ------ -, � =50+00 CL REQ 1 111.38' 58.00' 110'01'37" 82.87' TC 23.33 _ 4 47 / 2 42.42' 27.00' 90'01'36" 27.01' --�- f 4 / 3 17.80 102.00' 10100,01" 8.92' 23.16 2321 l 4 42.41 27.00' 90'00'00" 27.00' TC N00'00'47"W / 5 47.12' 27.00' 100'0001" 32.18' 2 1 A it 290.69' 12 26.43 - / : ra 6 42.48' 27.00' 90'08'.3" 27.07' 010.12 NCL '6 2 Y{ 7 111.50' 58.00' 110'0839" 63.05' - 1 8 70.80' 45.00' 90'08'38" 45.11' 4- 4 - - 'y, _j 9 70.71' 45.00' 90•01 36" 45.02' �� 3 t BC FI T 10+45.02 . 1 EC ;p _ - BCA LCR v 112 _- _., 4 _ __ . �t 1+84. u DR. F 10+76'�QL + ICL R N E PL c~n'35 ` / i.F �� 118' 10+80.13 CL C J V-5.0, PEDWOM DRIVE 11+11 °,w % SEE SHEET 3 WINDY GPO VE DRI VE GRAPHIC SCALE 1 "=40 ' SEE SHEET 5 0 CHANGE STREET TO PRIVATE Sr. RaME -� ATEA ll _DR• PER_SMT A DESMIPTION Gly REVISIOV DA TE CITY 40 :-�0 120 ( PR / VA T E �© APPROVED CONSTRUCTION NOTES lA CONSTRUCT 0.25' A.C. OVER 0.35' A.B. CITY OF RAMM 6`1"MMA O2 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104, A2-8 PLAN AND PPOFILE O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 RAINTREE PLACE � /� �4TF� O4 CONSTRUCT CROSS GUTTER PER CITY STD. 106-A STA.10+00.00 t0 STA. 12+90.69 O5 CONSTRUCT HANDICAP RAMP PER CITY STD. 102 ® TPACT NO. 15911 O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101-A. WIDTH PER PLAN QRpFEssIOH9 , AD F qC APPMVED BY N TEINSTALL STREET NAME SIGN PER CITY STD. 401-A AND 401-B C FRIVA'e 5'rRE.ET) y o� ry c Com' `�(ju R.C.E. W. 24953 ALEJ4T O9 LLl INSTALL ST. LIGHT 5800 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER)OPER) W l DESIGN T.P. A L B E R T AC4L ��� � ` ''`'� NO, 139530 WEBB EXP, 12-31-0 3788 FkQRAY ST. . L FSE 11 Z4;� INSTALL STREET TREE PER SHEET 1 CIVIC- P DPANN - - RIVERSIDE Ga. 92506 s�T A S S 0 C I A T E S (909) 686'-1070 227-2600 9 OF CALI T.P. ENG)WERING MNSU�TANTS 4 ��- 0-EGKED � C.E. N17. C39a�0 L14AWI&G NO. no NOW"a� E.H. a4 TE.- s1231200o FILE N,o. 9s9o99�0 1714 PROJECT SHEET A10. _�_ OF _�!6® t icon?go vc fn PPOPO^ TJ N .� CUTiiru cu.t }_.. _ __ - _._ .. - _--- rf _:._ N -10 N-- CU LW*9 _ER- .1 / + m FQ�1�[1 lf,� �TSOUTH r-, r, + TRACKS aV EAST SME OF EAST Q — A-VEftF BETWEN VICTORIA STREEY AAD BASEL DE MAD. ©. SAN BVW4Fvlw cow/Y Be r; - N mi, vc _ PA E - - 0 AT CL 00 0 o g� m J+�m + m ni cCu a(D, - -- _ r� .N N v �../'' fir/. `i 'r' `♦ ' _ L0 r' t ('� N _ - - --- -b 0 5o : io - W 'IT _ _EXISME _GRo A T CLt IL 1200, VL, _ _ —-- _ — N I= 4 P 1823.6 i � N . + m + m ` + m rcu 4 M NL0 clu �O -- - -- - - - - - -_ 4�20n 497- rlF - _ i - - - - - - - - - PHuf_,u TO - - - - _ - ----.. PROFILE SCALES -- HORIZ . I ' s40 VERT I " =4 ' 9 10 11 12 13 14 15 16 17 1B 19 CIA IN TREE PLACE SEE SHEET 4 0 0 �, 9 1 -- - 9 BC 8� / 8 x1='7.4 z , +� \. - � 50 49 gJ 48' 43C J47 +� 7 7 7 7 $ 7 31 �� , + �-3COVE DATA 0 v of cn — " ! _ ,�,. --- _ _ H k r E i - d i r, L W � RADIUS oaTA TAhWW S69'59'13'W CL �� I i E rn v� c^v in to ^io ^� io `' 1 111.36' 58.00' 110'01'37" 82.87' W=16, _q i 11 11 i 11 3 1 $�'" '' 11 11 N ; 11 11 11 '� 11 (+� (O 2 42.42' 27.00' 90.01'36" 27.01' V i A ; 3 v = ~3 + 3 17-80' 102.00' 10'00.01" 8.92' 2 T - -- -- - --- -- - - -- — - - -- 4 70.71 45.00', 90'01'36" 45.02', LIJ OD tS89'59'13'W 0. D/w i -� --- - _ _ __ co co 19.83 _ W-16' � — — ----- ---: T z S89'57,37"W --- -"-- — - - — -- - - -- - —0 (n T" STA. 1 +75.00 22.15 1] 12 738.14' ? - - 14 15 - 16_ 17 H r` 16! 2i � �- 2 1A ! ap 11 19.83 W INSTALL LIGHT TC TC / X( c -- 1 22.02 1 r V '.. K TC = 11J TC 2 _ � Q 3 H 3 3 3 3 3 3 l0+00 00 Q RAINTREE -�L.1 0 11 11 v 11 g o 0 11 11 3 19 0 0 11 !'� 1Q9 0 11 0 41 g o -10+00.00 CL WINDY GROVE DR. �, o �� `�. / - \ d i -_ �+ ! / I ti`O r r d �U) v� co d i �S,o �� c TLoo N 01 t� cd a # i � s as -+z \ � 4 _ s .1�141 /6:% �`� O `'� O t'O �10 � oil O t 0) ® C RAN CSE Sr TV PRI PATE REV15E WW STA . GRAPHIC SCALE I "=40 ' ©-_MD_ 1�LlM fLR A5 �0ILT � Y. -r_a I7Y jw DESCRIPTION OF REVISION DATE APPROVED 4 0 120 CONSTRUCTION NOTES WIND Y GPO VE DPI VE ( � I VAT E �0 CITY OF RMKms? C�.1 A lWA 1A CONSTRUCT 0.25* A.C. OVER 0.35' A.B. O2 CONSTRUCT B" CURB AND GUTTER PER CITY STD. 104, A2-8 PLAN AND PPOFILE O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 WINDY GROVE DPIVE(fwlvATE) (7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101-A, WIDTH PER PLAN STA. 10+00.00 tO STA. 17+39,14 © 8 INSTALL STREET NAME SIGN PER CITY STD. 401-A AND 401-8 (�lyq'� M�) PRpFESSj&� TPA CT N0. 15911 O9 INSTALL ST. LIGHT 5800 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER) A:v ►,AD FqC 9l �4P1°ROVED BY DA 7E QO 'Sr ti CITY ENGIWM R.C.E. M7. 24953 11 )a" INSTALL STREET TREE PER SHEET 1 W �� �r�, oFszav roc UVOMW �1� I�I � � T.P. A L B E R T A CIVIL EAK�I7IEE�S �. TaL � EXP, 12931!0 3788 A�4Y ST. 41 �NN WEB-B RIVERSIDE �T /�/� 0 �9 CIVI .�P ASS0CIATES (909) -1070 27 /600 Or CALL TP. ENGIWERING CONSULT 5 c ULL LVVV OLECKED �--� �? . AV. C39--M Og4Nlw, W. na+aarae ars e�af rov as -- E.H. QA TE' 6/23/2000 FILE AAT. 990099.PM 1714 F ROL ECT SHEET MD. _ _ OF Jho a - - - -- - - - - - - _a- PRDPDSkD TW DF 8 CURB } b-48,44' ( - - - - - - - - -- - - - ISE -- -1319.91 (18 L T) t FaCA1D hfAD 6CX.T IN SWTf~< EAD OF i cr CO 00 1 I ! 100 VC _ ! 1 U U^ 1 CITE CMVERT tR SP.R R, JTRACKS CMV EAST SIDE OF EAST ! m Ia ILLJ a� i i AIrD B SlF�AD TQRIA sTRFFT 0) �� o I N� m �� m cu i SAN �dAR77hC1 CITY � pN pa O h ci o . 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OVER 0.35' A.B. ,o;2tio CONSTRUCT B" CURB AND GUTTER PER CITY STD. 104, A2-8 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 VO '° `� 7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101-A, WIDTH PER PLAN COs \ 8 INSTALL STREET NAME SIGN PER CITY STD. 401-A AND 401-8 � (pRiVATE STR��T� 9 / \ ,I9�c .,� / C9) INSTALL ST. LIGHT 5800 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER) INSTALL STREET TREE PER FTTu ` 'r-- SHEET I X rs h tia 9 4 - _ . X of �`�' ,j Y \ � �' � � �=16. "iY � Qwv J i � a- of (��J) � ,�� � l� �o x � m ��Q � 20X2`' � �$ �'�' e � 21 GRAPHIC SCALE 1 " =40 ' '3 0 4 J m __._ --. $. Qo' e�LCHANEIE 5Mr=ET 9 POR. OF L.OT A To PRIVATk: ��--�-_� / � OESCRIPTIGW C1� �VISIAN DATE APPROVED COD) d fl � CUR VE DATA CITY W CiLJCA A �DU RADIOS DELTA T PLAN ANIS PROFILE �s 1 39"'.813 �1 z. 14 2E_�4 _- _ _. ANDY GRO VF DRIVE(pglwo C) H• 3 1r ��� 11C' P.4 43 3 28 74' 10� OCA 16 v_. 14.47 a 136.12 56.0c 134 • � 1-18.21 S TA.17+88.14 to S TA. 21+96.98 �1) 5 48.44 2-.00 10� '48 C1-, 33.82' :iu 1 0 .L;-, 01 B gp TRACT NO. 15911 80.74' 4� OC 10�`4rr 0��" 5t;.37' QRpFESSIo, e 4t,F3.84 a_..1—�� AD F ��< ARMOVED BY DATE /l O a�yy CITY EIvGII�Ef �' R.C.E. lvC1. 245;53 L�01" AV SM VIff' At FAJ 11.1 rz-, SIGti RE CC D /+� NQ, C39530 � ]-,P, - _- ° CIVIL EIClWF-' .. (.fiLL: ra c FBF kV--TN 4. C_-3 P- , OWV16-F ..,..:- V[-- EXP, 12-31-0 _ WEBB RIV3788 EF�SIC�'Q4AY��� x 1-B00 ( P�( VATS �® sT crvw P G14AN� sr�C �• E T.P. AN, ��� �;- 1070 6 227--2600 -- �- - �o ChUCKED �'�+� '� �.E. W 039530 ORAWI&C, NO, - -- - - _ na ioarns ars oar rar ors E.H. DATE: 7/ 1,- FILE lvt7. 990099PRO 1714 PROJECT SHFFT NO. __(v_-_ OF _/ J(o z PPOPOSED TOP u RB _ FOLM WADI BOLT JN SM17H EW OF 90 OF PI=1329.37 PI=133063 - - _ __ �_ __ - - -= - - - _- - i -- ---- __ -.-. _ - - -_ - __ -__ 8 tgi• COWREON EE,4SSTT sME OF EAST N c�N - - - - _.-- -.--___-. --- -- -- - --- -- -- -- �Vfht�E BET4FEN YICTORIA STREET - . m _ �_._..________ t=4I=132257 4 (nI{PD �IAFEIIIJ[7 L�[,NTf' , 50 vc . - - - N - - - -- - _ __ I=1321.42 --- -- o --- - �eo6 - (rl - , CN T 3 o_ r• _ _ _- _ - ---- - o f- -. _ � cn _ r,�N o � x - - - - - - - 0% ` N NON _ + .mLAIt -r - - } - - - - _J .f T� ---- - - - + PI-133G.50 OROfC11t�Q AT L a - - N 'di L uwl C7 O � N� + � -- ti - QO U � • W a _ _ _- ------ - h-N ! F- L.c) co __. p -- � - - -- - - -- -- cp q8 _ • ..- Ru `y �l iVf t1CVLa�--t3f'7ftf.it= _--tst co EXIST G- A T LL - �, N --- _ PI-1328 PI-1330.50 - _ - - . - - - - o - f 1Df}A Q Tcn - CL X GUTTER ___ -- ----- -- ocr* - - - _ -CL �--GUTTER_- _�. - - ------ _ _-__ _ __ 1322.5700 - - - 0".N c L=47.12~ 132408 L�42.41 _ _ m Iq - - -- - - - -- - _ __ - - - 1324.54- (T _- _ - --- - - - - - - - - -- Pi _ N 1132319 U -+ v + m Q n N + m a4 -- g c .jccu - �n �--- - o �- + - -- - - - --- - _ NUN rl 4c, m PROPOSED TOP OF 8„ C . _ OPQSEQ TOP -OF1.1RB _ 1 1 -- -- ' �_ _ PROFILE SCALES _ 8' Rf� HORIZ . 1 40 VERT . 1 -4 9 10 11 12 13 9 10 11 12 LEGEND I=- CONSTRUCT 0.42' A.C. OVER 0.5' A.B. - REMOVE EXISTING A.C. PAVEMENT CUP VE DATA EA S T A VENUE PA IN TREE PL A CE 1 ` 54.9f3.9 RADIUS DELTA TAN,WW REDWOOD DPI VE 35.00 90*00,00" 35.00' 2 42.41' 27.00 90'00'00" 27.00' SHEET 8 SEE SHE .t 4 3 47.12 27.00 100 00'01" 32.18' SEE SHEET 3 s23 � 1t 17+61 CL D W + - ' , , - �1 _ - w=16' , . ` � . x4 CURVE DATA _ CR - o 17+80.75 �+ }, I 12+25.60 - 8 ECR cu 1 BCR 11 LDwE I Lp,NT}{ RA1aD IS DELTA TANl3ErlT 1 42.41' 27.00 90'00'00" 27.00' 10 • - n- o 21. O r 30 -4 27.75 �:- _ TC 1 A 6 4 y9 27 TCO 26 26 2187 " m 9 9 �+-1 35+43.12 CL EAST aVE. y - o TC • c, ED 1+84.00 CL PLATEAU DR- -10+00.00 CL PLATEAU DR i 1+75.91 CL RA INTRE:E PL. t 1 x �4 18+25.75 Ci- REDWOOD DR. Q X, I o -10+00.00 CL STRAWBERRY PL. _ --- LZi l: - 1 �1 c 70.75 -N- -_ ' BCR - ,- 34+90.12 E o + BM 30, N 1 18" F ' 1 + , � w o2 W E `i. `yJ O'1 PLA u DPIVE O Q CHANCTE STREET 7D PRI LAR! . SEE SST 7A ---- K ]r(A- U PR_ �• f� ITY DFSCRIPTION/ OF REVISION/ DATE APPROVED C F I�/PrTE 5 EE DETA t LS ON SN�ET -TA �� li/p r F &MM.00F Ml 'F� L UE CONSTRUCTION NOTES ( PF I VATF CITY OF RANCM CWAl411WA GRAPHIC SCALE I "=40 ' PLAN AND PROFILE - 1A CONSTRUCT 0.25' A.C. OVER 0.35' A.B. O INSTALL ST. LIGHT 5800 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER) - If STROREMY0 40 �0 120 O CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104, A2-8 11 INSTALL STREET TREE PER SHEET 1 PLACE O O . .� _ _ / STA. 10+00.00 to STA. 11+45.010 3 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 z 19 REMOVE EXISTING FIRE HYDRANT I O4 CONSTRUCT CROSS GUTTER PER CITY STD. 106-A O20 PRp EESS 1 ON TPACT NO. 15911 CPRIVA TE) A X WA VALVE TO GRADE q k.�O5 CONSTRUCT HANDICAP RAMP PER CITY STD. 102 OINSTALL STOP SIGN, PAINT 8" SOLID WHITE LIMIT LINE � A D Fq cyr F APFROVED BY OA7E E yc CITY EAGIMER RXE. NV l<24O O3 & STOP LEGEND PER CITY STANDARD = A � i _ GRAPHIC SC LE 1 " 40 ' 6 CONSTRUCT BARRICADE PER CITY STD. N0. 131 AL, z _ ALERT O W r, DESIGN FiEC 26 INSTALL STOP SIGN RIM-). PAINT •8' SOLID WHITE LIMIT LINE & STOP LEGEND r, A L B E R T A © g INSTALL S'TR6ET NAME SIErN PER UTY STD. 401/4 12" - ND. C39530 w T.P. CIVIL EIVGDIEERS CALL. TaL Miff O EXP, 12-31-0 WEBB 3788 WOR4Y ST. bl27 INSTALL NO PARKING SIGN R260 40 JJ 120 1p CIvt� P C�wN RIVERSIDE CA' -92506 �T _ a 401 d C PRl ViITE .S'rREET> O h v q ti A s s ° c n E s tses) asp-io7o 1 800 ENGINEERING CONSULTANTS INSTALL MT ONLY (TATE WHEN ST�'r A MWeD, F 14 T PART � 1� TP. 7 1 O� ©® CAL 227 2500 of SAME DEME ) LOPMEIv'r. CHECKED �� �.E. AU. C35!5.90 DRANIhG Ivl7. L� <K no Now"ars 89W rw ass All Ems• cu TE' 6/23/2000 FILE AD. PRO 1714 MaECT SKEET M0. _�_ OF _L l6Q ' I i L�34Y.98� PI-1 7 33� V ' FFOtW I,E'AD T IN St7fTfH EW W 1 a i : y { V PI 1329 65 .. TRALXS AV EAS r SILK OF EAST . - -- U-14.19P 'TOP 01� -A,EME BEVICTORIA sngEEr AAC eu i ^ -. _ _ _ _ _ 6uaSELD�E � . - PRIVATE LAPD- PRIVATE LAND- SCAPE EASEMENT SCAPE EASEMENT rn as _ . r• . . '" g . _ w co ELEV 1323.1 m _ - . . . L= 7.il2' �I 4.86 S� A R/W 5, + c : 6 rn ul l 6 SOUND SOUND BARRIER BARRIER e/4 m _ U cn o { 2% 2 31 31 2 2% 30 30 cu + fn lfl N --v .�--- -i �- cn .70 _. !l,�4 1 bir 32 32 0.25 - - . A.B. - R-B2 - � PI 1 .64 -- et4 y , U) , a Pf�OP. F.S. Lu SECTION A A NOT TO SCALE g �, o PRD T�' C AT L - - 8 W Q N MEDIAL V ISLAND - _. - - ------ .oil. C .� _ 4 In m 1" ^ ►�~ _ . _ o� 3't THIO( �COI�ITFiY �E' PFECIAS'f CONC. PAVERS -i,6g 256 % m - - -: _._ SET IN 'I' PATTERN 752 RECT. 252 SOUARE PAVERS FOR m DOUBLE MING BOND PATTERN F BAND SUPPLIED DIAMOND PATTEFK USE CHARCOAL 'HOLLAND STONE' IN _ - + A IMG. ~ � g ._ _ + m �� W� BY OLSEN PAVDNGSTOME IMIC (949) 728-0415 L-54.98' PI i .65 . 33' VC c+o c� + - 91 IN 1T� .L.AT%pA1 O F PAV 6 Rte✓ "Awes PI=1329.65 - - :� ., N •+ - PSR Me-166T MEMD PAMP 4liS Sox GHTON A's7DU1�TE�J - GRAY/CHAS ALAL �• SY l.�( 50% TAN/ AL �- 'COUNTRY C088LE rRe��T 1►l 219 oD$o boo - O I" THIQC SAW LEVELING BED m 12 + m - - - - - CONCRETE BANDING m m g� 1323.95 FL j { l L -41 PI=1324.38 : - w 0.35 CLASS II AGG. BASE 04%Aft m > UOWMAL BANDING- T U r - 1 it `__. �/,� LLJ ___ __ __--_-_- 18"X 12"THICK NATURAL (AOR j C -+►ice--.._ .. -. _ ; d/4 1.94 X 8 o N IMI 90% COMPACTED SUBGRADE 101-AMD STONE BAND MEDIUM BROOM � I . . . - - - - _. - , - - - - . _ . - - _ _ . . _ _ , .28 X et4 � � $ � � w�#4 REINF. coNTINuoUs F PAVER & CONCRETE BAIL DETAIL �ouNm COBBLE ' � �� . �,•� � � �: -- 100% GRAY/CHARCOAL PROP. TDP N.T.S. - - �• _ �4 A�4 0 , _ - ., Q/4 A/4- - .bX _ L 14.19 ' IL-14.1T. PROFILE SCALES : HORIZ . 1 =20 ' COASTRfCTION MOTES VERT 1 " =4 ' 1A CONSTRUCT 0.25' A.C. OVER 0.3.5' A.B. 1 D 11 12 LE(EI� 1. TIE FRONDS TOGETHER AT TWO (2) PLACES O2 CONSTRUCT B" CURB AND GUTTER PER CITY STD. 104, A2-6 WITH JUTE TWINE TO STABILIZE FRONDS i AND PROTECT HEART PRIOR TO O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 MOVEMENT/DELIVERY. EAST AVENUE RA IN TREE PLACE ;� 2• TRS, NO MORE THAN 1!3 OF PALM FRONDS' O4 CONSTRUCT CROSS GUTTER PER CITY STD. 106-A SEE SHEET 8 SEE SHEET 4 � � 3 3. CROhM - TRIM FOR UNIFORMITY ONLY. O 4. PALM TFx�i(. i6 B.TF. SKINNED AND HEADED 5 CONSTRUCT HANDICAP RAMP PER CITY STD. 102 4 PRIOR TO DELIVERY 21 INSTALL STOP SIGN, PAINT B" SOLID WHITE LIMIT LINE ^ I A I 5. 4' BERM TO FORM DEPRESSED WATERING BASIN & STOP LEGEND PER CITY STANDARD -N-V- o Sri OR 36 6. SCFEENED NATIVE SOIL /0 34 O 4' MIN. OR INSTALL O INSTALL STOP SIGN RI (301. PAINT 12" SOLID WHITE LIMIT U ¢ LINER ROOT PER DETAIL CBARRIER 7. ROOTBALL. LIPS & STOP LEGEND LD 0m 35+96.12 °� w P w 5 B. UNDISTURBED NATIVE SOIL. O CONSTRUCT 3' RETAINING WALL PER CITY STD. 604, TYPE A AND _ ECR o Z HARD DETAIL ON SHEET 2. ROCK FACING PER LANDSCAPE PLAN LQ q 12+21.60 cu NOTE 11 u + BCR m .:: ooNTRACTOR TO WATER PALM IN WITH VITAMIN B-i W MANTES WITH f�VISIC�►V 2 cr N -= PLANT TONIC TO HELP REDUCE TRANSPLANT SHOCK. x I - O CU S r , .1 op# I io ��ICAL NAME CQf4�1 NAME 0TY O CONSTRUCT 8' CURB PER CITY STD. 104, Ai-8 5 6 31 CONSTRUCT CONCRETE PAVER PER DETAIL B THIS SHEET WASHINGTONIA FILIFERA CALIFORNIA FAN PALM 6 m O ' _ 8 O CONSTRUCT CONC. SIDEWALK PER CITY STD 103 W/ MEDIUM BROOM FINISH �i P Qu j; 32A � ;" (' O PHOENIX CANARIENSIS CANARY ISLAND PALM 1 NATURAL COLOR & DEEP SCORE JOINTS U U o 2 0 ___- O 2�� 2 x SIZE OF R00 O CONSTRUCT CONC. SIDEWALK PER CITY STD 103, MEDIUM BROOM FINISH S O -'TC 6.69 NATURAL COLOR W/12" WIDE SMOOTH TROWEL BANDING & DEEP SCORE JOINTS m 8 � m TC 4 PALM PLANTING DETAIL A O RELOCATE STREET LIGHT BY SCE (COORDINATED AND PAID BY DEVELOPER) m o 36 o 34 -t p1 N.T.S. 34 INSTALL AUTOMATIC ENTRY GATE PER LANDSCAPE PLAN 0 5 m v NB9'59'13"E LEGEND. O INSTALL 6 CALIFORNIA FAN PALMS PER DETAIL A THIS SHEET i. i8' DEEP LINEAR STYLE ROOT BARRIER AS MADE BY ISOMETRIC SECTION i ca 6 ` `T % CENTURY R00T BARRIER MODELf CPiB-2 (OR i 3 Z O INSTALL i CANARY ISLAND PALM @MEDIAN PER DETAIL A THIS SHEET APPROVED EQUAL). 31 f`X 34 (J1 w PLACE BARRIER IN TRENCH WITH THE VERTICAL 3 C6 v RIBS FACING TOWARD THE TREE 6 ALIGN IN A 33 pq/ 0 AS Q OF g w A GUIDE AND BACKFILL AGASTRAIGHT FASHION. USE RI THE ARDSCAPE BIERS <y TO PROVIDE A CLEAN FIT. TOP OF BARRIER TO EAST AVE. R/W EXTEND TO TOP OF CURB OR WALK OR i" ABOVE �' O �' TOP OF MULCH LAYER OR FINISH GRADE 1 4' OR LESS =' 3 a� (WHICHEVER IS HIGHEST). p 5 * 32 2 ` f i ._ , 5 2. TREE TRUNK LOCATION (CANOPY SHOWN DASHED IM J / CITY m m o 3. CONCRETE SIDEWALK OR SLAB. � � ` 'LVED r 0 z T_ = N OD 4. CONCRETE OR SITE WALL. o TYP 35 8� ; 5. VERTICAL RIBS. 4 ��� a 5 6. COMPACTED SUB-GRADE. o mm ! ,i/ w a w + 11+14.91 e PLAN AND PROFILE ECR LINEAR ROOT BARRIER DETAIL ('C FU 34+ i L Is + +I 7D91VE IVR 7E) o rL- CUP �, N.T S.N A STA. 10+00.00 to STA. 11+84.00 VE DATA QRpFESSl�� TRACT NO. 15911 PLA TEA U DPI VE (PRI VA TE S TREE T) 0 LENGTH RADIUS DELTA TANGENT �� P�N,AD F,9Cy � APPROVED BY 04 TE -�1 495 1 54.98' 35.00' 90 *00 ,00" 35.00' ��� , �� CITY EA�GIAEER R.C.E. /117. 24353 M AERT 2 14.19' 50.00 ' 16 .15 '37" 7.14' DESIav A L B E R T A CIVIL &GITEERS �: M F GRAPHIC SCALE i "=20 ' 3 42.41' 27.00' 90 00'00" 27.00' NO, 139530 L•�J, WEBB 4 47.12' 27.00 ' 100 '00 '01" 32.18' EXP. 12-31-0 3788 Ak'Q4A Y ST. --rY� 1-800 Y J 5 18.65' 6.00' 180 *00 ,00" - 'r>y IVIS- tiP a s s o c i A T E s 04. i07 T ENG1NiERING CDNSIA RANT$ 0 20 4 0 60 6 12.57' 4.00' 180 '00'00" - CAl- 7A OF 227-LW GLEGKED iL� C.E. AfO. 039530 QR�4wi&G W. nn mo�s ars�mu m G44 TE, 5119-� FILE M7. 99UD99.PFu M.F. 1714 PACT SPEET IV10. 7A OF 16 I I .. .- - ­_ - - II; - �- - - - -- - , � - - "- -. - -- . � - . - -. - - -. - -- �I _ '_ __ _ - __ -- - . - - - __ - . -- I.I .. . - i -- - --­_- - --- - -- - - - --- - � I .� ­ - -_ - . � - - i I ­ _ - - 1 ---- - i � ; I I i , --------- --- i ------------------------------------ ---- --.,- -_- .7k ow � 4 -1 , ! i Bv 'm mo i I I � -�-�-�..----,-----..---"�---..-,--",,-.----, __,_- -. 1-1_­__-,----,--�----�-.--.-.,------�--�-- _____ _ __ - I ­­-____- I—-� ­­ ____.__­.____-,-''- ­ --I - ---- '' --- --------------. -- ---- -- - --- I - ---------- ------------ ___ __ - _-1_____.1_. t ---- - ------ -----------.-- .------,-- ___' _ _ 4_ ____ _ - .- -- - ,- - -- ---------.---�-��--.- ,..-.--1 ____'..-___'.._____ - ,-__ _ ' __.___---- i --- - -____----------- -__--.-------______ _____'---"."I .�-"-�--,--�..----"--�---.--..----.----.---���I __-1_1_._ - ___ 1 ---_------I'___�___'___ ___ _____.______ .__'_'__.__'____ 1---1 _.__-1.____. ____1_- _­_______'_-__ ­­ ; ...� -_ ­ - I 1-1- -----_ __- ___ -, ­­_--- _. ___1_1-1-1-11-1- I I � 4 1 MM �EAD BOLT IN SOUTH EAV OF "I - '___ ___ __- ­"____- I - ­- -- - - - - I __ .- - ___ -______-_'_ ___.- ----..-.----. 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SHALL BE UNDERGROUNDED FROM THE FIRST POLE OFF SITE NORTH OF THE NORTH PROJECT BOUNDARY TO THE FIRST POLE OFF SITE SOUTH OF THE SOUTHERN PACIFIC RAILROAD RIGHT O TO PUBL IC IMPROVEMENT ACCEPTANCE DR OCCUPANCY, WHICHEVER OCCURS FIRST. CRY Oc RMC M CWAMOMA CON,17 TPUC TION NOTES ALI_ SERVICES CROSSING EAST AVE. SHALL BE UNDERGROUNDFD AT THE SAME TIME. (D14 E E PLAN AND PROFILE &B CONSTRUCT 0.42' A.C. OVER 0.50' A.B. I - cit)) FA S T A VENUE 0� CONSTRUCT 8" U STD. 104, A2-8 106 0_2 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE STA. 30+47B7 TO STA. 39+23.25 0� CONSTRUCTSIDEWALK PER CITY STD. 103 @ REMOVE EXISTING PAVEMENT C2-3 CONSTRUCT A.C. OVERLAY (0.10 ' MIN.) TRACT NO. 15911 RELOCATE EXISTINGI . . ti c5) CONSTRUCT HANDICAP' RAMP PER CITY 102 @-9) REMOVE EXISTING E E UND UTILITIFS 02� '�> P'D F-,q / APPPMED BY I � I . . 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ROCK FACING PER ."Q ' w I T.P. _____ __- '___ CONSTRUCT SAWCUT LINE 395 O _____ - -_ ___ -, - - C4LL: UL FTF (D�2 PER DETAILS ON SHEET 2 C2� TREES PER SHEET I DRAWN WEBB 3788 WOC64Y ST. _9'Cf 7 ZLQ IN,'%-ALL sntEET '�' clvl\, RIVE-RS10F CA. 9?_506_' 1-800 ,1,,>, ), 4, SS T_� S (909) 586-1070 ItI- I -' t CAL I ____ T.P. ___ - . FW�TNEFFINC, CON'Ut TANT' -, 8 ____ or- __ 10 , J ,?,?7 L-1600 0f c)(FO Me L__4 %i:nj,I .C.E, AA9. _C395530 DRAWIM,- Wi, . � W AVWM IMYS&FFW MV DrS DA 7t: 71512(" FIL F &U 990099.P90 - - � � E.H. _ . _ - -------.- - - 1714 , " - x@ , __ -02 "I ' ' __ ­ - - ' - "' ' ' ' - I I - - ___ - -/ __ - ___ - t ' ' ' I tF --_ --4 , I I ____ _ __4 , � , ! _ _ _ _ t I Y_ _ _ __ _ ' I L_ - - - - --- " ----�`,�_ I I _____ - __ - - - __ ---- I a- - - - - __ _ �__ C) C)( � n I - - __- ___ _ _ I 0 0 i + � --- �_______ _ 0 . 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A T_ , , t 4 _ __—_—_ f _1 E f i I ( i S i } t PROFILE SCALES 1 i HORIZ . I =40 1 I -j t I VERT . 1 " =4 ' - 33 39 40 41 42 43 44 45 46 47 NO TE' PROPERTY OWNERS SHALL BE NOTIFIED IN WRITING 30 DAYS IN ADVANCE OF' ANY TREE REMOVALS AND OR RELOCATIONS OF PRIVATE IMPROVEMENTS W 0 WITHIN THE RIGHT OF WAY ID �[r- 2dr Q � t? lu� 1, � a � o �, [► r � 03 � nn- [� c 0 V 40 o m W �' Q 0 U �. ,� 44+98.50 C.L. EAST &%4P-. VTC,'TORI,& 1 TR�L.-. T M p a 3 ' 3 a. 1t.�T. C.L. V�CTOP�IA s-r. W n. v } I = 20+00.00 (CIZ`( DwC-,. tgZO) lWC Qc x �020X - X lY a�m _ W _ _ c x tf 1 ,&T ION L INF rAPANnnNFnl }} L F_ GE VL J Ln A4 — — o m — �— CONSTRUCT 0.42 A.C. OVER 0.5 ' A .B. CU 14 T Y _UTIIw IR wv +J t 35:1 T PER19 3E� WAW04C-4 ir"10 0 �--EX. WATERL THE REMOVE EXISTING A.C. PAVEMENT -- _ _rp ILL A�IONI 11 --1/1 jet Yl - .. _ _ *00'477"'w �-- CONSTRUCT A.C. OVERL AY (0.90 MIN) r� �W m 29 �25 � --; r~bo © 29 � W W - ,* 21 AO - -- - 41 249B.Ei0• - 4 N i_._ 4� _ 44 .,....,. w i� h-i it W L _ Z �r� --- --- -- w cn - U f- EXIS1 IW; R/w Q J FX 8" WATERS INE IA -- EX 2' GAS — — -- - EX WATERLINE N 3 r 0 X z J01N CtT-C P ECT P Caw ZO. 9_SC PIPTIOIN CF REVISIOYV DA TE a1DVETl ao 2 tj vd o 0 + U m CITE RAAV0 W � 7A F_ A JF_ A COMSTRUC. TION NOT,3 PLAN AND PROF11 T EA 4T A VNUE 1E� CONST RLIC1 0.42 A.0 OVER .�Io A R. STA. 39+23.25 TO STA. 43+75.85 14 REMOVE EXISTING ?REE PRpEESSl�� TRACT N0. 15911 21 CONSTR� JCI SAWCUT LINE �F� AD FqC q< APPROVED BY � �ZC�� DAT QI 20 AOJL►5T �c15T1NG, WATE.K VALVE"R5 GXA-tbE. CITY EI�GIAE7�F� R.CF. W. 24953 GRAPHIC SCALE 1 "=40 ' LD Gly SIGN i� - �i' � S ,'�l� /�[,�T -a - 2g QELOGATfi EX1a✓T11JG N1�11t-rbC�iC �Hl/J0 RIGHT-O'F-WA`r. � r � H L E "t R- T---. A CIVIL E11�I11�E�� N0, C39530 T.P. WE113D REMOVE RAID REPLACE EX1'ST1N btiZ1VEWAY OFti EXF 12-31-0378£3 McCFrsty S7.CAL L: racy �5 G-gam 29 'TAB P ST'DEOW t04 -rrPE D1-fo �' E CIviP CxrAw�.l - I ktC14.RI VErFIsl�f f 9�?`#% / 9T ,� T.P. C"k',INfFkIN;.y.'Y.;:.It TA— (9t�_4) 586-1070 ' � CALF -- _ _ Grp �: 2?7�6� Ctc�CKE!t 0 L-� R.C.E. n0. C39530 DRQ.WIA ND. - - --- -. no aawm ars� you nrs E.H. DATE.' 7/5/ FILE W 990099.PRo 1714 PROJFCT SHEET M0. _'07 GENERAL NOTES: av006 1. TRAFFIC SIGNS, MARKINGS, TRAFFIC SIGNALS AND HIGHWAY LIGHTING 13. ALL ADJACENT BUSINESSES AND RESIDENCES SHALL BE DULY NOTIFIED BY SYSTEMS PER CALTRANS STANDARD PLANS, STANDARD SPECIFICATIONS THE CONTRACTOR, IN WRITING, OF HIS PROPOSED OPERATION. NOTICE C18 ❑A AND TRAFFIC SIGN SPECIFICATIONS DATED JULY 1992. SIGNS AND SHALL BE DELIVERED AT LEAST TWO (2) WORKING DAYS PRIOR TO START BARRICADES MAY BE RELOCATED AND REUSED FOR SUCCESSIVE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION PHASES, HOWEVER SIGNS AND BARRICADES SHALL NOT REPRODUCTION OF THE LETTERS. RENOTIFICATION WILL BE REQUIRED IF 0 BE RELOCATED UNTIL THEY ARE NO LONGER NECESSARY FOR THE THE CONTRACTOR'S SCHEDULE IS ALTERED, OR OTHER DELAYS OCCUR 8 LLI CONSTRUCTION PHASE WHERE THEY WERE ORIGINALLY REQUIRED. WHICH AFFECT THE PROJECT'S SCHEDULE. anoi3a 3sn Q CITY OF RANCHO CUCAMONGA 2. THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL SIGNS 14. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS �lb�d)Ol�31b� PROJECT LIMIT DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND � FROM AGENCIES HAVING JURISDICTION FOR ANY TYPE OF STREET CLOSURE 3Nn 3Sb�'9 Ol b1a0101/1 ~ FULL OR PARTIAL. IF IN THE DETERMINATION OF THE TRAFFIC ENGINEER, N SEE GENERAL NOTE 17 SAFETY OF TRAFFIC. ALL TRAFFIC CONTROL DEVICES MUST BE IN PLACE A FULL CLOSURE IS REQUIRED, SUCH A PERMIT SHALL BE APPLIED FOR GM10 3nN3Ad M3 a AND IN PROPER WORKING ORDER BEFORE THE START OF WORK EACH gp Q W AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE START OF WORK. DAY. IF IT IS FOUND THAT TRAFFIC CONTROL DEVICES ARE OUT OF PERMITS FOR PARTIAL STREET CLOSURES SHALL BE APPLIED FOR AT PLACE OR INOPERATIVE, WORK WILL BE HALTED UNTIL THE NECESSARY LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF WORK. THE 0Z CORRECTIONS ARE MADE. CONTRACTOR SHALL NOTIFY THE TRAFFIC ENGINEER TWO (2) WORKING in =1 p DAYS PROIR TO ANY CHANGE IN THE APPROVED CLOSURE. IN CASE OF 3. THE CONTRACTOR SHALL COORDINATE THE TRAFFIC SIGNAL OPERATIONAL FULLCLOSURE, THE CONTRACTOR SHALL PROVIDE BARRICADES AND MOB(] 3Sn U Q MODIFICATIONS WITH THE AGENCY HAVING JURISDICTION. REFLECTORIZED "ROAD CLOSED TO THROUGH TRAFFIC" SIGNS AT THE daS01 Q *FNA1 —Q— END O O INTERSECTIONS IMMEDIATELY IN ADVANCE OF ALL SUCH CLOSURES AT 3Nn 3m Ol vwoi V1 © C7 Z �- ENTRANCES TO THE CLOSURE, AND ALL DETOUR ROUTE SIGNING. ACCESS 4. CONTRACTOR SHALL OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATION g 1p c PRIOR TO FINAL PLACEMENT. TO LOCAL RESIDENCES AND BUSINESSES SHALL BE MAINTAINED AT ALL SP Q 0 � 3(1N3AdlSd3 C1 Q Q TIMES A WELL AS ACCESS FOR EMERGENCY AND OTHER SERVICE 0 0 ❑A C1B �-' VEHICLES. DETOUR SIGNS SHALL BE POSTED ON WOOD OR METAL POSTS. 5. TRAFFIC CONTROL AT INTERSECTIONS SHALL BE ADJUSTED TO ALLOW SIGNS SHALL NOT BE POSTED ON ANY TREE, UTILITY POLE, OR TRAFFIC g © Q SP TRAFFIC ACCESS TO THE INTERSECTION IMMEDIATLEY AFTER CONSTRUCTION SIGN. in 1 IS COMPLETE ENOUGH TO ALLOW SAFE USE OF THE ROADWAY. 15. AT LEAST ONE DRIVEWAY MUST REMAIN OPEN TO COMMERCIAL VICTORIA ST. 500 VICTORIA ST. 6. CONTRACTOR SHALL RESTORE ALL STRIPING AND MARKINGS IN ESTABLISHMENTS AT ALL TIMES. ACCESS TO ALL DRIVEWAYS IN THE AREA ACCORDANCE WITH APPROVED STRIPING PLANS FOR TRACT 15911 OF CONSTRUCTION SHALL BE OPEN AND ACCESSIBLE DURING NONWORKING & 15912 AT THE COMPLETION OF ALL WORK. HOURS. THE CONTRACTOR SHALL KEEP OPEN ALL DRIVEWAYS EXCEPT FOR SHORT PERIODS OF TIME AS OUTLINED IN SPECIFICATION SECTION 7.03 C5A 500 7. ANY REVISION TO THESE DRAWINGS SHALL BE APPROVED IN WRITING BY "TRAFFIC CONTROL". ADEQUATE PROVISIONS FOR PEDESTRIAN EASE AV 03SO10 THE ENGINEER OF RECORD AND THE AGENCY HAVING JURISDICTION. ACCESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT ALL o GvOa ❑F C2 8. SIGNING MAY BE MOUNTED ON WOODEN POSTS OR PORTABLE SUPPORTS LOCATIONS. ,n DETOUR 21(lpl3a ❑D C5 RT UNLESS OTHERWISE INDICATED ON THE PLAN. �...� D D - 16. THE CONTRACTOR SHALL APPOINT A PERSON RESPONSIBLE TO DRIVE, _ _ HALF-STREET OBSERVE, AND MAINTAIN THE JOB SITE AT LEAST ONCE A DAY DURING O O c mH 9 FACILITA EALL E TRAFFCCROSSIFLOW, UNLENGS SHALL SS OTHERWISEE CUT IN NDIT D ONCTIHE EONS TPLANS. WEEKENDS AND HOLIDAYS TO ENSURE THAT THE SAFETY OF THE PUBLIC, ^, BOTH MOTORING AND PEDESTRIAN IS PRESERVED. THE AM CONSTRUCTION ZONE PROPOSED TRACT N0. 15911 E N E AND TELEPHONE s D P Ol NUMBER OF THE PERSON APPOINTED BY THE CONTRACTOR TO DRIVE A ��� ❑E C3A 10. CONTRACTOR SHALL REPLACE DAMAGED SIGNAL DETECTOR LOOPS. AND MAINTAIN THE SITE DURING WEEKENDS AND HOLIDAYS SHALL BE Z C18 QA SUPPLIED TO THE PROJECT ENGINEER AND CITY OF RANCHO CUCAMONGA ^' 11. ALL TRAFFIC CONTROL MARKINGS SHALL BE TEMPORARY MARKINGS PER PRIOR TO START OF ANY WORK. EAST AVENUE CLOSED W CALTRANS STANDARD SPECIFICATIONS, VICTORIA TO BASE LINE SP ❑ Q :jj ; 12. PARKING WITHIN THE AREAS OF IMPROVEMENT MAY BE RESTRICTED DURING 17. THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL FOR THIS PROJECT CONSTRUCTION OPERATIONS. TEMPORARY "NO PARKING" SIGNS SHALL BE WITH THE CITY OF RANCHO CUCAMONGA CONSTRUCTION WORK AS INDICATED SP -PATO� - PROVIDED AND POSTED BY THE CONTRACTOR TWO (2) WORKING DAYS IN ON THIS PLAN. CITY OF RANCHO CUCAMONGA PROJECT MANGER IS CINDY USE DETOUR Q ADVANCE OF CONSTRUCTION. THE "NO PARKING" SIGNS SHALL CLEARLY HACKETT, P.E. (909)-477-2740X4066. W STATE THE DATE AND HOURS DURING WHICH THE RESTRICTION IS EFFECTIVE. PERMISSION AND REQUIREMENTS SHALL BE OBTAINED FROM THE TRAFFIC ENGINEER OF THE AGENCY HAVING JURISDICTION FOR ANY PROPOSED TRACT N0. 15912 :>' NO PARKING" SIGNS TO BE POSTED ON EXISTING TREES, UTILITY POLES, AND TRAFFIC SIGNS. a t a lI ii 3 CONSTRUCTION ZONE, W w Z k O ' X000 Z �- SIGN PANEL SIZE ROAD ��� � (MIN) CLOSED Q C2 Q - / Q C18 ° 0LEGEND 48"X48" r � U / ;,,� 200 ❑H —� PORTABLE SIGN © 48"X48" - N- J* ^ I ,o I V 8f10130 o '�' 1:.' }+ TYPE III BARRICADE © © C5A 0 © 30"X30„ ^V BASELIW RD. \o PORTABLE FLASHING BEACON �� ❑D 48"X18" BASELMF RD. �'- SPECIAL SIGN SP 6" BLACK LETTERS ON 'X30 ROAD CLOSED ORANGE BACKGROUND _ ❑F 48"X 30" TO WITH 112" BLACK BORDER i - �0 0 TSU TRAFFIC C3A © 30"X 18„ SP Q S ll % �/ �'`' i ��� ❑H 96"X4B" GRAPHIC SCALE = NOT TO SCALE A C18 W DCOUR O ❑ �' ;' Y ❑D C5 LT ❑I 21 X9 D D �' t111013a a A— DETOUR O D G C7 AHM Oc Ci' N / ,.,., a � D � W ul-' CITY Z Q f DESGpIPTI(a'V OF fEVISIA'V DATE APPROVED r . EAST AVENUE CLOSED VICTORIA TO BASE UNE , tpi Y (DATE)TO(DATE) CITY OF R4ACM MCAMOA6,7A 0. 11 USE DETOUR 11 ESP TRAFFIC CONTROL PLAN Lr) EAST A VENUE -r FOA ROAD TPA N0. 15911 T15912 E �,tOF AHEAD SSIF APPROVED BY ' A4 TE ❑A Ci9r , CITY EA61?EM R.C.E.A�24953 cl Z 4 LAMMUM �K DESIGN EE AL&7/T W rol NO. 039530 Jv D.S. A L B E R T A CIVIL EMiITE?4S WEBB RIVERSIDE CA. 9505 SI-UF T GALL. TaL FRff f` EXP. 12-31-0 - 3788 AtQRAY ST. A 5 5_v_ A T tENGIMEkIHG r_DN;��TaaT. / OF�— l g0� �,��DCIV a� �! D.S..7 DN --' (9t�9) 68b-1070 l 2�?7 �C/V1 Cw C/=CUW L -ECKEOO� E. M?. 039530 aR4wi&G w. ?w low"ars 89W rw am L14 TE.- 6/23/2000 FILE W. 990099 PRO M.F. - -- 1714 PROJECT SHEET IVn. 1S OF l S