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HomeMy WebLinkAbout1386 i ESTIMATE OF QUANTITIES S1C�Pllt`IC� ST¢1P1NC� uoT�s. CONSTRUCTION NOTES STREET PLAN GENERAL NOTES ITEM DESCRIPTION QUANTITY UNIT REMARKS @- '5-MV 5I&M PER STD. 4-02. . 10 CONSTRUCT 4" IFC PAV/EMEIVT Ort 4" AG J2545E 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA 1. CONSTRUCT A.C. PAVEMENT 1025 TON ST7?1<E1 t�w4s s-m. 4D1O2 CONSTURCT 8" P.C.C. CURB AND GUTTER STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - /988 Eo1-rl&1 w 2. CONSTRUCT 8" P.C.C. CURB AND GUTTER 1220 L.F. 19M 5uPOLrm&rr- Czrn9ACVP_ SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 3. CONSTRUCT a P.C.C. SIDEWALK �lc5a S.F. ©--- STdP &4_IE.Ab 51C7KI T?EIZ LIZY -S7-r>- O CONSTURCT &' P.C.C. SIDEWALK PER TYPICAL SECTION THESE STANDARDS AND SPECIFICATIONS. 4. REMOVE EXISTING CURB 35 L.F. 23 ?AI MT 12" STo'P 134.2 4.Klfl STDP LE&r=NTD. O-REMOVE EXISTING CURB 2• ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, WATER METERS, 5. CONSTURCT CROSS GUTTER AND SPANDREL /32 S.F. PAINT I2" LV_n9&WOL4r, UAIES. VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY 6. REMOVE PARTIAL CROSS GUTTER 132 S.F. OS CONSTRUCT CROSS GUTTER AND SPANDREL PER STD. 308 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED 7. CONSTRUCT SIDEWALK RAMP / E4. 5 PAI AIT WWITE 4.1220W O-QF_MOVG PARTIAL CROSS GUTTER RELOCATED OR PROTECTED IN PLACE AS REQUIRED 8• AraGREGATE EASE CLASS ZZ //00 TDN CDNgTF2ZILT 24' V. STORM DRL\I11, O CONSTRUCT SIDEWALK RAMP PER STANDARD 310 9• CONSTURCT COMMERCIAL DRIVEWAY 540 -S.F. 3©--- GC&lSTi?UGT 3" A.C. oq &47oil 7VE S _ 3• ALL GRADE STAKES SHALL BE SET BY THE C/TY PAVING STAKES wILL BE 10• COLD MrLL_ PAvEME/vr 5' l✓loE S93 L.F. O-- KeMdVE Ex/�TiNCv 8O-CONSTRUCT UNDER SIDEWALK DRAIN PER STANDARD 507 SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUP-GRADE ELEVA- 12 11• 9O CONSTRUCT COMMERCIAL DRIVEWAY PER STANDARD 306 TION AND AT NOT MORE THAN 50 FOOT INTERVALS. 10 REMOVE EXISTING CHAIN LINK FENCE 13. ADTUST, EXISTING FACILITIES 70 GTZPrI 8 EA. 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE 14. REMDVE EXI57//J6 A.G. nikE 77 Imo' 11 STREET TREES PER STANDARD 601 AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY 15. REMOVE EXISTING A.C. PAVEMENT 37GI0 S.F. t2 4,�4- STIL T LIGNT5,95m LUMEU ti•PS•V. : ' OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLAN 16. CONSTRUCT A.C. DIKE 3/D L.F. s.�.EIF(Stt!f TA-1/V�J�i4�GL -L7�7�7' *A/,n 0404 eav?o5zb 17. CONSTURCT VARIABLE THICKNESS A.C. OVERLAY /4 -rcN 13 PROTECT EXISTING FACILITY 1N PLACE ADJUST UTILITY S• A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT COVER TO GRADE PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 18. 3" dva!u#i- dor' H.P.S.V. STREET LIGHTS RIGHT-OF-WAY. t4 RELOCATE EXISTING FACILITY PER PLAN l9. CL>AlS7PUCT Jt_JA/CTIC]A/ s-i eu 7U2E " L3 " / �q, 20. CC1nlSTk0C7_ carCN B/4s/n/ --V- 1, W= 7' I EA. 15 REMOVE EXISTING A.C. PAVEMENT 6• COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. COMPACTING ORIGINAL 2/. CdnLsTPULT 24 k>CP D= !UOG /OZ L.F. GROUND AND ALL SUB-GRADES WILL BE MADE. 18 CONSTRUCT 8" A.C. OtQM PER SZD. lbV3 A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE APPeDVF r AO ev THE CITY EN- 22. saV lGvT Ewsrl,vG PAYEM !T F/(o72 L ! GINEER PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Z.3. C0W5'rPU_T 3 "` A.C. 014 A/47/Vc S67L_ /9 7aN @_CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (O.I'MIN.) 18 3"a, 444, S,-MEET LIM4T5 55W LUMEU N.RS•V. 5.c.r'�r'i••, Cr.', ?d<�v�7•�Lc_ GrG�1'Awa a'�B« - _ . Gdaae.r Pia, C[GD 9oy-ce wot�6''�3o-Ye�o-sYtla k!�P.W. f, T/w. 7JEQIZ E S.SION VF--2 STD AVVJ&l.I rAn2 1 VARVEg O-- COLD MILL A4 UEME/V l- AND guiT SNAI I VA Z 44' or 4-e' ��---- S" AC. PAVEMENT 0nJ 6" A& 13AsF V/'�1 3Z 3Z` !Z' SLIt.JCVT ran/b SD rAI PRVEMk7VT 7. WWgPE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS STERTLANT REGISTERED BY I THE E-P-A- FOR USE UNDER A.C. AND P-C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- FUTURE /NIPReVE�IENTS Z' 3o aI ,PE_MoVc EW 57/rllG A.C . BEPM TURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CON5TRocr P,+Rr/^L. C 11?OSS coUTTf72 30 as CO TRUCTION NOTES FOR STREET TREES 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY IS 10 !O 12 ¢ STANDARD NO. 601. LE M 01J ��E.N U E a•sg O•I.s' W ,� 1 I 2 ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO /+ I J CITY STANDARDS 605A OR 6058 AS PROXIMITY TO HARDSCAPE 0.84 _ ., .. •• 2. DICTATES. / � 8 . WORK SITE AND STREETS SHALL BE IN A NEAT. CLEAN, HAZARD FREE. ORDERLY STATC. "• ' 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE RECON- THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REOUEST OF THE EAl&tAIE-E12. �- � 3 MENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED TO THE ¢"A,a14'A.ff. CITY INSPECTOR. I- ALL SEWER, WATER, ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. MAINS OR CROSS- - $ � Q "' INGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE 4 7 TRUNK IS CLOSER THAN THREE FEET (3') TO THE FACE OF THE CURB, Q UNLESS OTHERWSE NOTED. T1= 8 R = 18 - - T 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY 'ME CITY ENGINEER. -HERMOSA AVE s sopa �1 G 1-1 LA�1 r7 0 rz 1fL . vi IN SGNoo L- Ul TYPICAL ECTION O� bi S 11J SES KNEE-r 2 51R E e�HEET 3 Q 10. PA✓/NG SP,dLL 4-_ PE,PFO�?MED /,/4CCORDLINCE W17'N �P-VQLUE ePQ1/EMENT TEST,? r4/ V 7V STA 8+4301 TO 10 + 00-00 N6reT CURB FACE f ,�n. DETERM//VE ST,PUCTURAi_ SECT/ONS PSP/OR 70 F/NAL PLAN APp- 0gOVdL, 2D //. STREET S/GHS PER C?Y 0, RAIVCPa C(/C4MOh/G.4 STa AoeQp /VUMBEQS 40J dNp 4,^P W,Rlw, 6 6 E RAW L oMA 0Q. 5)yZ" OE COi✓s'rQCcT,4o 4T h' EA C //VTEPSECT/ON Ij• CONTRACTOR S.�/ALL CONTGCT !/iV,0ERGQO[/iV0 SEQy!'CE ALe-R7 � AL L a/T/L/TY STREET STREET TREES SIZE QTY. SPACING COMPANIES 4S REQv/RED, 2 WrZC1,V6 O,ays �Riok To exeAV�,4T�ON. PROVIDED /-de 33 39/ 1-4 I e--tii-•I L.d.UT] .6�a-Q u E, HERMOSA AVE. PLATANUS ACERIFOUA 15 GAL 13 30' O.C. CONVEA11f_A ✓E 16RE THE FOLLOW/NG. HIGHLAND AVE. EUCALYPTUS MACULATA 5 GAL 78 30' O.C. MAYBERRY AVE. LIOUSTYRACIFL ABER FABALTO 15 GAL 14 30' O.C. A. GENERAL TELEPHONE (800) 422-4132 �OIa FOR UNDERGROUND SERVICE a?• p5� _ ,( VgklA E -mICKAIESS NOT TD �GdL� < o r AC. D El2LAY B. SOUTHERN CALIFORNIA GAS COMPANY (714)529-2889 / • v ���5 ® 6CH60L PoeT'Ie) 2191 E. BIRCH STREET (714)529-7070 SLDPE VAP ES �f 1'! _ - - A. CA. 92621 P+ • , -- _ ® CITY PO /Dd LEGEND C- CUCAMONGA COUNTY WATER DISTRICT (714)987-2591 9641 SAN BERNARDINO ROAD COLO MILL. 25' Mfg. AND -X-X- INDICATES 6' C.L. FENCE RANCHO CUCAMONGA. CA- 91730 2 ( 4"A.C. 4" A.Q,. Qf7r INDICATES NEW STREET TREE P. METROPOLITAN WATER DISTRICT (714)593-7474 / ' � ' P.O. BOX 54153 'ter- INDICATES EXISTING AC. PAVEMENT LOS ANGELES. CA. 90054 T1= 6 R. _ g - S INDICATES EXISTING V.C.P. SEWER E. PACIFIC TELEPHONE COMPANY (714)999-5639 MAYBERRY AVE -o_ INDICATES EXISTING SEWER MANHOLE F. 50U'W"Al CauFORAIIR EO/SoAl (714) SSS-GZ27 �n,uY4n1 ST. TYPICAL SECTION Q ui w ui INDICATES REMOVE EXISTING A.C. PAVEMENT Q STA. IO•}-oO TD f0 + %•L� INDICATES CONSTRUCT A.C. PAVEMENT LEnrlol�l AVE. LIM17 OF C_6A13-rA>L '.T1onl Q d 2 INDICATES CONSTRUCT VARIABLE THICKNESS w A.C. OVERLAY � I 1►JDIC-4-TE5 CbLO MILL . PAVCML=Atr 3 3 33 H I cm N I_A N D l l' 22' ' ' P lz 7- INDI CA>� 3 "A.ef. PAv�mgvT o1V M4TIIIE -t- SP Q �y 51 olueKs lay ' r lTY PROJECT 3 t;.5 20 i I , 2 re.5� 1� ICI TH , pl l I� t STtZEE-T ail' QL 2 p� 2 Y47/FT %14�� v1 V I4f I I, 1-Cy MSP DESCRIPTION OF REVISION DATE APPR . No-r ro scn�� ' ' z 4� 4"A•>3• CITY OF RANCHO CUCAMONGA T1= 6 R. = 18 IMPROVEMENT PLANS FOR ` ' HERMOSA AVENUE HIGHLAND AVE• FROM HIGHLAND AVENUE TO 450FT. NORTH MAYBERRY AVENUE TYPICAL SECTION FROM HIGHLAND AVENUE TO 651 FT. NORTH ST&. to +oo -To 23+ 41o. 0-t (w) HIGHLAND AVENUE STA. 23 +40. Sl TD 24+ 15• 51 (E) FROM HERMOSA - AVE. TO MAYBERRY AVE. . . CONTRACTOR' S RESPONSIBILITY FOR SAFETY APPROVED BY / DATE 3 ' ! IN SUBMITTING A BID FOR THIS WORK. THE CONRACTOR AGREES THAT HE SHALL CITY ENGINEER - R• C.E• NO'. 22397 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING DESIGN RECOMMENDED BENCHMARKS THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PLAN PREPARED BY: PERSONS AND PROPERTY# THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY CITY OF RANCHO CUCAMONGA BENCHMARK NO. 93 AND NOT BE LIMITED TO NORMAL WORKING HOURS# AND THAT THE CONTRACTOR DRAWN CITY OF RANCHO CUCAMIONGA' SHEET CHISELED SOUARE ON SOUTH END OF THE SOUTHEAST CURB SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS 9320 BASE LINE ROAD RETURN, AT THE CORNER OF HIGHLAND AVENUE AND HERMOSA FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PANCHO CUCAMONGA, CA 917301 I OF 6 AVENUE. PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING ELEVATION, 1507.78 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CHECKED R.C.E. DRWG • NO .-L,56 / DATE FILE N0. 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O-2EMOVE PARTIAL CROSS GUTTER _ e� � i �� , 0 O7 CONSTRUCT SIDEWALK RAMP PER STANDARD 310 . 60' - 10 _ - , (D-CONSTRUCT UNDER SIDEWALK DRAIN PER STANDARD 507 Z r�i�T tel: ' �_ -- �4,�( t Qp CON ci t '' _.. _ ___ �- �-. -A , to _ .-- `- we ' ..�-.�R (Zl CONSTRUCT COMMERCIAL DRIVEWAY PER STANDARD 306 > _ 3 _ _ ,,� _ - _ 4444 - -- - , --7 �- . _, - r -- -. _ _ `/� -r ..ate- - - .-. - _ _ - --k x. _ - - - _ +�+RNIN4 bs$�. her. - l �., ci e • :a -'i l�' �, 10 REMOVE EXISTING CHAIN UNX FENCE 1 e 7 T \ . - 1 al-.-' - O- ` - �. y. r� y; F %'ZJ� �'. - \l<j j i 0 6 �r - 11 STREET TREES PER STANDARD 601 1 5�L QMH 4 �. , = :' - '% } x ,_ \l �1� - - s, .14 I c .i�� - - j SY \1 _ r I� [J ST2EE.T Li G NT 9 500 LUMEAJS N PSV 1 Z, J- Al t!o yt . b __ 15 - - - - -PROTECT---VrNeg- 1 ��-1' _ isj v, :_ - . __ter • %i 3 -` �`,- = ' ��®" �� Y O 13 PR` PEXISTING FACILITY M PLACE ADJUST UTILITY _.� E _ �_ . -(� \ COVER TO GRADE r ._ ____ _. --, _ 14 RELOCATE EXISTING FACILITY PER PLAN ExrsT / Z 3Z P 'eac ks r� yrs d r / / is REMOVE EXiSTMG A.C. PAVEMENT (1500 / . �` m L3Y DT S °t+43 I P�.L•Q. L•3 //1t CO N 16 CONSTRUCT e• A.C. BERM PE,P Sr0 3r3 o e'xisT. e1w Tr P v 3 L3EGi^l A.C. ERM a 17 CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (1' MIN.) �Q 11 7 o cavSTRuCT-14ON BY CITY �Q� � z N l8 - SlYl=ET L16NT 580 LL]NE1J HPSV PSY Q S.[.E. FA.tDdLm�jAJ&Tm -- .Z' 1 f Q { � N COLD MILL PAVEMENT RND DUTT TDIIV At V 'v � Ox XD� � t 3 18 --comsrkoct s" A.C. PaV&WCNT cm &11 �� ,C) a W4 I - - FUTURE ROUTE 30 AG&PE4ATE BASE 99 Sau)c.yr Apt u EMcn1T Aw o �D i nt 3L Ga4srr enr 3" A.G, on( "ArrvE sem- 31 L;oA157)?ocT �4R,riAL ctos5 !nurrrx I r I EYISTn1G RIGHT-OF-WAY HIGHLAND AVENUE. I , . I DESCRIPTION OF REYISION DATE APPR• CITY OF RANCHO CUCAMONGA PLAN AND PROFILE utzvE no.-ro HIGHLAND AVENUE G LEGEND STREET IMPROVEMENTS 1.10- 2 O L- � I 35 - 86 8�i° 53 43" 54 • l' 34-�41 �. /ADCCATES AL. DVEPLAY -x-x- INDICATES 6' C.L. FENCE FROM HERMOSA AVE. TO STA . 17 + 00 ® APPROVED BY r DATE 3 y y� 2 3S. 00 `l 0° D (o' l 7" 5 (o . 34 35. D I IIl11�IC,La'T�S Cac r� Mtn P/�vE7vlE7t(7- INDICATES NEW STREET TREE CITY ENGINEER r R•C.E• NO• 22397 3 la 6 . 00' 'J° i I' 4P5" 24�•0�' 12�• (�I' ��� lND1CA�5 L/I�tIT ,OF cD�ILST,�(�T/p�/ 4 Ill 16- 00' �' t I' 401. 2 46.4�i' l 24. �i�� �- INDICATES EXISTING A.C. PAVEMENT DESIGN RECOMMENDED s ZD 0 0.00' 1' t t' 4 9)" 25 1 .Z t' l 25'77' /A]0/6A7F5 IIE1.✓ PA!/EM�NT PLAN PREPARED BY: -5 INDICATES EXISTING V.C.P. SEWER CITY OF RANCHO CUCAMONG 20 22.oD 1° I I' 48" 2 53•g7' 12.7. 15 DRAWN 9320 BASE LINE ROAD SHEET 7 2v 33•DD �7° 1 I' 4�" 255. 35' l 2'I.85' ANDACa TES 3 " A.C. DAI AtIATiVC SOIL -`- INDICATES EXISTING SEWER MANHOLE RANCHO CUCAMONGA, CA 91730 2 OF 5 0 I . . = INDICATES REMOVE EXISTING A.C. PAVEMENT CHECKEL R.C.E. DRWG• NO. *' C17'Y 'ro lA4Sr,4ce_ -3-•• L'oHogr FRD&A e H- C4rb o re ER Eirs.m Pla-t jig, tics O 9os/a DATE FILE NO,'5s-0i2Fi / 1386- --- 138 RIVERSIDE BLUEPRINT RIVERSIDE, CALIF. 85-- 92 0, .. _... ..- .. w . ......,. . .. w .... ...... ... . ................. ..... . ..... _ -�'-' > -- p.S o •� ---_. E X V7�TJ. 6>z IZ 0 wL6J 0 ' BENCH MARK -`---- ` 42.5( � • O.G. C/TY OF RAAte IO CL/CA/t10AI5A W-e 93 2 :77- n. FNS Gi//S a oti Sou>,�,I ENO OF S¢uT/t'E.dS7 C7* TD 1, O'P aim �\ p 0 � A KEA/vE AND ,yE�2MaSA f}✓f_it/�/GF Z2 PI. OF j -_.` _ r $ N / /' a(4V - ASO7. 70 r r- 4 � T_ - a + Q` ..._o. . ..._ w . a p'. U7rN BAS/,t/ r� �� �,.- "`` N � 449E3 ut L 1490 N 1470 V. P.). _ `I Le<5? p- all per-6"PAif'KklAY -- -_ + r� G�T T DRA/N s 0.03 031 700 --� E u) ,T &rIDUIIJD Le ' f IN V N pa oo � a � Na `_ �h�� ,. /tip• QY �-- ° � � �- � � . + � g o a �+ rn �\ 0T14E2t w �- f J 4+ — N 6' N t� j^ 79.5 L.F. OF r4,R.C.P w a- 1�430 . � 3 Dov' °� G � 1490 �ir LINE � e � 1480 1009° ' ' ----- -_ __ — TOP, OP GU 1ZP� ± c0 O 6 OF N� ►aI j FX KpT 61ZDU N . Q W-1 S. iZ/w J � N #43,4 . 5 � _ � 1490S = oe'Z 1490 4- cr � ► ti �' } O n 1 83 it Z6(3 V. C.. N + a> V.P 1._ 96.5-7 �� !2-LF OF 42.31 G EINE '�CIf 8 � ©-rr� Eczs P"FILE OR Z I" 4d' - . L _ CA E VERT I"- 4' 17 18 19 20 21 22 23 24 PLAN SCALE I�� = 40� NOTE: ro- PARKWAY DRAIN TO CONSTRUCTION NOTES EMPTY INTO BACK OF STORM 1O CONSTRUCT 4" ,4C. PAV£ME/VT ON 4" AG 815E B DRAIN INLET. O2 CONSTURCT 8e P.C.C. CURB AND GUTTER Iq O3 CONSTURCT (0' P.C.C. SIDEWALK PER ST D. 3d F. ` / ^ 4O--REMOVE EXISTING CURB LOA15T RX 7ID/V q �6 0 y; OS CONSTRUCT CROSS GUTTER AND SPANDREL PER STD. 308 I� 9 0", ' M p,-Y F,EQ12y AVEIJUf- �-- 2EMOVE PAETIdL L6GOS,ei 6UTTE(L. q pp'3 Z I m N S SHE�.T O7 CONSTRUCT SIDEWALK RAMP PER STANDARD 310 Ig 1_ F` Jam' BO--CONSTRUCT UNDER SIDEWALK DRAIN PER STANDARD 507 Z a �I K5 • / H14- al pl Q` P JICi a N O t— N E I�JT g P� p O CONSTRUCT COMMERCIAL DRIVEWAY PER STANDARD 306 �,� o �— a + 03 L I OF CUn(STRUC �D _ Iz ��o� AY AVE �I Q — / % II N / narBckav vEI @_REMOVE EXISTING CHAIN LINK FENCE o 3 5I 2 o I * LINE/L 001 �p� 11 STREET TREES PER STANDARD 601 u STiZ.E�E L totAT 100 b L MEN 11P5V 3 _ + - - W 1Z 13y S .L. E. P41t1 t LODQT71t�lATE� ui lb _ ` 7 �p XO �WI'M Q 26 LNG PATZK Cil CI�n15 y� Pip E� 1�� " b 13 OVERCTO GRADE TING FACILITY IN PLACE ADJUST UTILITY - • r . _, .y - -s� -,---a t. ;.,a ,a ..', ,..-. -sa..4•.. :.,�., +t:mow+. -- .0 �`i]'mi. _ - h ^�y'-� N� OStv' b'�E LtNE`8 - 2� I 14 RELOCATE EXISTING FACILITY PER PLAN Y 7 9p91E� 15 REMOVE EXIST,NG A.C. PAVEMENT @__CONSTRUCT 8' A.C. sFRM 0 1 LL CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY N PROX. LOCATION of UNPEKGRoUN� 3 $ �- N `tn ;� N _ G -NfR,&L TE LEPNnNE :: AaRLE i ��'3� R7 Sca W 1`1 I$ eiT��T LICaHT 58Qt] LUI�IEIV !} PSV ��yv riavbee2r o AVC I — �'/ S•L.E. Pp.ID $GDOeDIAIATED "" ` lv Ext 2/w- x- -oL - - --- -- --,r - — - I WtTW R-Zb (t�l� P�TZt`ilAIL��SIc�Ns. � � x _7 _ - - - -- - - - - Amv- - --- N v 19 DEPRESS Ol�l hE'2 S[�. aDlti/b. 7D2.�� O 1yC1 1Nla 3 �,` � A — - � Z N I CAH L t�!C7 L�.�!E. Z6 [,a.�5i�1cT Tlk" - _ - � I xisT. � , s.n.N v c.t! _g s SEE 51 ET S Z©---COLD MILL PAVFMEJV? AND SUIT- -TOIIJ JI r 17 j _ "' - - - - --- -- — - - — « - - a— ,WC U T P,�I V EM E IJT 14/V D ?d/I� wE 2tXIST. R1�1� DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA F U T R0_lu ' PLAN AND PROFILE HIGHLAND AVENUE- HIGHLAND AVENUE fib . p L LEGEND STREET IMPROVEMENTS 1 116-1. 00' -1° 1 l' 46" Z4 7 .a7' t 23 . (off' l�llDlCATES COLD MILL PAVENIFNt Of'W) —X—X— INDICATES 6' C.L. FENCE. FROM STA . 17 + 00 T O M AY BE R RY AVE. (2 I elle, 0U -7 11' 48" 24b .45' 124 .3°l' ff /I�lDICaTzrS O•l � A.C. DI/c"2'LAY 0 O INDICATES NEW STREET TREE APPROVED BY t DATE $ s 90 3 2-D 00. 00 -10 1. 1' 4-5" 25 1. ZI' 125 --7l' /A/DIC�4T2� �iIEI.Al /�,4LJ�7vi&7V7- mss,---�,T- INDICATES EXISTING AC. PAVEMENT CITY ENGINEER � - R.C.E. NO'. 22397 4 20 22. OD -1° 11' 46 25 3 .°i'1 l 2� . IS 5 2 U 31-3.00 7. 11' 413" 25 5. 3� l 2� . 85' —S INDICATES EXISTING V.C.P. 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