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HomeMy WebLinkAbout1991 SEE SHEET 4 GENERAL NOTES STR T IMPROV M NT PLANS I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBIC WORK5 CONSTRUCTION -CURRENT EDITION, SEE SHEET 3 INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. TRACT I G 100 17 NEI2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE 6�� DAYCREEK BWOLf5ON DRIVE , BROOKSITONE P HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 15 TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR • MOONDANCE CDUNDEE COURT , DUNCA5TER P PROTECTED IN PLACE AS REQUIRED AT NO C05T TO THE CITY OF RANCHO CUCAMONGA. CITYOf RANCHO CUCAMONGA 3. ANY CONTRACTOR PERFORMING WORK ON THI5 PROJECT SHALL FAMILIARIZE HIMSELF WITH THE 51TE AND SHALL ' BE 50LELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM CONSTRUCTION NOTES/ ESTIMATE OF QUANTITIES" HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. C9 .;jam 2313 TONS AC 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING / v1 OI INSTALL 0.42' A.0 OVER 0.50' AGGREGATE BASE- (8078 SF) _ . . . . . 1 50 CY AGG BASE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA iEA5EMENT OR RIGHT-OF-WAY. / / - ` (3 INSTALL 0.33' A.0 OVER 0.33' AGGREGATE BASE` (!0701 5F) . . . . . . . . . . . . . . . 2131 COY GG BASE ' 0000 G31 TI® INSTALL 0.25' A.0 OVER 0.33' AGGREGATE BASE` (36083 5F) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 441 CONS G AC/ Y G BASE R/W 3(7 3(7 R/W 5. ALL GRADE STAKES SHALL BE SET BY CONTRACTOR OR ENGINEER. PAVING STAKES 5HALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.0 I FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE O2 INSTALL 8" CURB GUTTER PER CITY STD. 104 (TYPE A2-8) . _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 16 I LF 12' 18' 18' 12' THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER A5 NEEDED AT SEE SHEET 2 4 7.5' 7.5' 4' WARPED OR VERTICAL CURVE AREAS. O INSTALL 51DEWALK PER CITY 5TD. 103. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14026 5F 0.5'1 .5' i `I INSTALL SIDEWALK PER CITY 5TD. 1 14 {W= I X7) 2900 5F G. ALL SEWER, WATER, ELECTRIC, GAS. PHONE. OR OTHER UTILITY LATERAD, MAINS, OR CROSSINGS SHALL BE IN5TALL X-GUTTER PER CITY 5TD. 106-B. . 1 743 5F 1 I CONSTRUCTED PRIOR TO PAVING. �I DAY CREEK INTERMEDIATE SCHOOL 3 3 I \�. O5 INSTALL ACCESS RAMP PER CITY STD. 104 7 EA M�4I- 2°k 2 ! I 2 2% 7. COMPACTION TESTS OF EMBANKMENT, CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND SEE SHEETS 6 30 EA ALL 5UB-GRADE5 SHALL BE PERFORMED AT NO C05T TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE / O INSTALL RESIDENTIAL D/W PER CITY STD 101 (TYPE R- I) (W=AS SHOWN) \ 1 .70% 1 .70% SEE SHEET 6 M,q� PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 2` -- - - i O7 INSTALL WOOD BARRICADE PER CITY 5TD. 13 1-A I EA - rt ' I 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. L15TING / ® 5AWCUT EXISTING A.C. PAVING. . . . . . . . . . . . . . . . . . . . . . . . . _ _ . _ _ . _ 105 LF 1 ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT I / O REMOVE EXISTING A.C. PAVING . . . . . . . . . . . . . 5 16 5F PAVING. INSTALL 9500 LUMEN STREET LIGHT PER CITY OR. RANCHO CUCAMONGA 5TD..' _ _ . 2 EA 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. �iI-CHFIEL ; I I I INSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD. .."'. . . . . . 12 EA L15TING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, 51EVE ANALY515 AND SAND --' -- ' O EQUIVALENT SECTIONS. DRIVE . TYPICAL X-SECTION 1. I© 1 IN5TALL STREET TREES PER NOTES E LEGEND ON SHEET I . . . . . . . . . . . . . . . . . . L5 � i i j I ♦� 13 INSTALL CLUSTER BOX UNIT OR EQUIVALENT COMMUNITY MAIL BOX . . . . . . . . . . . . . 2 EA N.T.5 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, SIEVE ANALY515 AND SAND EQUIVALENT i I / {SIZE AS SHOWN) CONTACT INFO. [PHONE: 630)-545-5500) BROOK5TONE PL 5TA 10+00 TO 12+07.09 ( MOONDANCE CT. STA 9+ 11 .73 TO 10+00 OF AGGREGATE BASE. 14 INSTALL UNDER SIDEWALK DRAIN PER CITY STD. 107-A .3 EA DUNDEE CT. 5TA 10+00 TO 1 2+06.00 N PRELIMINARY SECTION . FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. DUNCASTER PL. 5TA 15+80 TO 20+50.00 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE 501L WHICH CONSISTS OF A ROCKY MATERIAL, THE 5UB- ' I ----- - SCALE : 1'=200' " ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE T.I.=5.0 GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS (* - 01 AC F--0AI�/£ ------- FOR OWN QUANTITIES. ---- --- _________ R/W �, Rey OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE `% ! ; PROPOSED ••• STREET LIGHTS TO BE INSTALLED BY 5.C.E. COORDINATED 4 PAID FOR BY DEVELOPER= 33' 33' MATERIAL.R/W THROUGH CITY TRAFFIC SECTION R/W EXIST R/W PRIVATE ENGINEER'S NOTE TO CONTRACTOR 22 22' I I' 12. IF THE ASPHALT CONCRETE 15 TO BE PLACED ON SUB-GRADE, A SOILS 5TERLANT REGISTERED BY THE E.P.A. FOR 44 44 1 12' 10' I USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE 6.5' 4' 0 5' FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 22' 22' 3' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS 1 EXISTING � 1 OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO �M 3 GROUND JOIN �4 13. ESTIMATE OF QUANTITIES 15 PROVIDED BY ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE -I CY 1 1 EX15TING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE 'q I- 2 1 EXISTING \ CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT - _ 2% 2%) 2 ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 15 NOT SPECIFICALLY L15TED IN THE ESTIMATE OF FUTURE IMPROVEMENTS 1 ( 2 1 \�4 THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER �I` - ) - - - ! 70� -{ -r �. ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR ` \ I�O°Io _ _ _ _ �-r' )� ..� i QUANTITIES SMALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 2% 1 �2 ?' STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. ,- - �� 2% c' I I - - - � 1 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. "' CONTRACTOR AGREES THAT HE SHALL ASSUME 50LE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF C PROPERTY; THAT THI5 REQUIREMENT SMALL APPLY CONTINUOUSLY ONTINUOUSLY AND NOT BE R CONSTRUCTION OF THI5 PROJECT, INCLUDING SAFOF ALL PERSONS AND ERROR.AND OMISSION D15COVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PROPOSED MEANDERING DEFEND, INDEMNITY AND HOLD THE CITY, THE OWNER AND THE ENGINEER PEDESTRIAN TRAIL PER US PLAN HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION !G. WORK 51TE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY TYPICAL X-SECTION CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. AR151NG FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. WOLFSON DRIVE 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. TYPICAL X-SECTION CONSTRUCTION NOTES FOR STREET TREES: N.T.5 5TA 14+03.72 TO 19+34.03 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: DAYCKEEK BLVD. I . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. R/W IK- T.I.=6.0 R/W N.T.5 5TA 72+42. 17 TO 74+96. 19 PROPOSED 2• PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL R/W BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES 35' 37 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (8 18) 9G9-791 I MAY REQUIRE BACKFILL 501L AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. EXIST 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING 24 MR. BOB STALLINGS R/W R/W DIVISION. I 26' 111 FOR BASE LINE ROAD CONSTRUCTION 44 44 4. STREET TREE5 ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. I 14 I 6.5' 4' 10.5' 12' I(7 22' 3' EXISTING B. VERIZON 1-500-483-3000 / GROUND 1 1 1 I _ _2 1 3 JOIN C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RESIDENTIAL IMPROVEMENTS TO BE CONSTRUCTED 5AWCUT - � 2 � 2 16 N. EUCLID AVENUE 1-800-427-2000 COMMERCIAL PER PLAN 1803 SHEET 6 t 7 2 1 \�� 1 2% - -\ 1 r 1 EXISTING 2� 2' ONTARIO, CA 9 1 762 1 .70°10 � �I�)- � - - �%) _ _ �2� X J +,2`\ j. /��f D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 4j- - - �� i CURB FACE :;I 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 E. METROPOLITAN WATER DISTRICT (909) 593-7474 PROPOSED MEANDERING 1 TYPICAL X-SECTION 700 N. MORENO AVENUE PEDESTRIAN TRAIL PER U5 PLAN LA VERNE, CA 91750 TYPICAL DIMENSION-D/W LOCATIONS WOLFSON DRIVE N.T.S F. PACIFIC TELEPHONE COMPANY 1 -800-248-2800 STA 10+00 TO 13+ 13.72 TYPICAL X-SECTION N.T.5 T.I.=G.O G. ADELPHIA I-800-626-6299 (PORTION OF RED HILL) DAYCKEEK BLVD. N.T.5 H. CHARTER COMMUNICATION (909) 987-6275 5TA 71 +87.74 TO 72+42. 17 6680 VIEW PARK COURT T.I.=8.0 RIVERSIDE, CA 92503 PROJECT SITE AY CREEK VICINITY MAP 5TREET NAME BOTANICAL NAME COMMON NAME MIN. GROW 5PACE SPACING 51ZE QTY. SCHIN MEDIATE WOLF50N DRIVE FRAXIWU5 OXYCARPA RAYWOOD ASH 5' 25' O.C. 15 GAL 13 WILSON AVENUE DUNDEE COURT GEIJERA AUSTRALIAN WILLOW 5' 20' O.C. 15 GAL 7 - PARVIFLORA � CITY OF RANCHO CUCAMONGA THATCHER ENGINEERINGRo,:E ss, & ASSOCIATES INC. MEL DUNCASTER PLACE MELALEUCA LINARIIFOLIA FLAXLEAF 5' 30 O.C. 15 GAL 21 PAPERBARK 345 5TH STREET, SUITE B. TC ER, I , REDLAND5, CA. 92374 - m I,0(909) 748-7777 FAX (909) 748-7776 m STREET IMPROVEMENT PLANS r�'f * A BROOKSTONE PLACE MELALEUCA LINARf IFOLIA FLAXLEAF 5 30 O.C. 15 GAL 10 ��� s�. CiI vet. � TRACT I G I-DO ' MOONDANCE COURT PAPERBARK q` cnu f 277 " _- q/ � TITLE SKEET ou/ OD Ob8 8 < < UNDERGfZOUND SERVICE ALERT Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31 , 2005 - APPROVED BY5 DATE:/O KEV1510N5 CITY ENGINEER Call:Toll FREE R.C.E. NO. 24953 1.800 DESIGN RECOMMENDED BASELINE ROAD 22' 260o BENCHMARK: BK TWO WORKING DAYS BEFORE YOU DIG AT THE N.E.C. HIGHLAND i ETIWANDA AVENUE, 66' N. OF CL HIGHLAND AVE., 24' E. OF CL DRAWN SHEF „ "CAUTION': Remember that the U5A Center E 1WANDA AVE. AT THE NORTHWEST CORNER OF 4' X 8' DROP-IN-BOX FOR DRAIN CULVERT SW notifies only those utilities belongmg to 5ET 5TD. 13RA55 D15K. ELEV. 1432.6 12 FT Cr1ECKED DRA\NI NGN0.010 N 0 R T H ... the center. There could be other utilities present at the work site. The center will inform you of whom they will notify. DE5CRIPTION OF REV15ION DATE CITY Mwr R.C.E. 199 APER. SATE FILE NO.. ?KJJECT 5r1EE-I OF .4 1 LFBENCHMARK NO. 148-8 CURB RETURN 60% AT THE N.E.C. HIGHLAND 4 ETIWANDA AVENUE. 66' N. OF CL HIGHLAND AVE, 24' E. OF CL ETIWANDA AVE. AT THE EXI5TJNG GROUND ± 30 LT oC ; �- O Q NORTHWE5T CORNER OF 4' X 8' DROP-IN-BOX FOR DRAIN �o UJ CULVERT. SET STD. BRA55 D15K 30. .I. s % W o100 ��m ELEV. 1432.612 '� + mm �- '� oc m U m 56.54 LF in 0) j �N U Nm / + ► .72�D O r` �I- U / - m n � oLr) okNI u) � m � � / gK t� N N o w o: - Q LL m o + ai - m 6 -j v o v m / PROPOSED TC 22' LT ai m 1835 LT u � IL- U)� + r mN - N u - m �$ o - N w m '� o I , .72% 1835 LT Qu Co N In - u u m 1 .72- m �? yr pU vumz Sm pp � pV) kCl u m +mom S � $Vo- NN O � ✓ v+ On[ + � 1.72% -MN ± N + N Uln 0.50% - �''� o.64°k + CID TANGS _ Q _ _ C J N _ GRADE a0 �. 7.67% / RADE 0.64% / 100' _ ISTING GR p - m - GROUND @ 8 � � (29.94P.L) Ct c URB RETURN 42.3 t' Q _ g � _ m - ^ - 1 -835 0 1835 LLJ D- 00 8 � _ > _ c3' Op p . m - ILI + � - _ a _. p a1 �t + p � N N Ocr} __ _ _ � �t . _ mom � O - + + C+, . _ m N N _ _ U. �U - - - - N to lD N U + + c6 N _ N - N N (0.5096) .� v EXISTING TC 22' RT Nm + m _ r - - _. O - N N+ -. . . _ V + O - � � - _ _ . _.. g � 00 _ - - - ..- 1835 100 �3• 83 5 RT J U ^ u S m _ 183 5 RT 80 VC w N > > U O m_ 53.00 v - U U O' �►U- w � p _ CURB RETURN _ _ -40 In C\jS n � n _ O m m _ N O Q m _ in 0 0 CO �� � ,)� + + oma v © - _ Oma► F in o `� N wN + m m - - y CO ~ O u m + `n _ N 0C\j .50%) ,,.._ - _ _ _ ^ - N + Co + NN - N N_ _...-_ 0.50%) N C + +� p t� _ _ _. . N - N N PROFILE HORIZ. I" = 40' TAN ENT GRADE (3.209'0) " _ _ VERT. I = 4' 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 �.o�d°�°� NOTE: 5EE 5HEET 7 FOR SIGNING t i STRIPING DETAILS DSI YCREEK BL VD BROODS TONE PL DUNDEE C T D UNCA S TER PL. SEE SHEET 6 SEE SHEET 3 SEE SHEET 4 SEE SHEET 5 PROPOS1C.B. go��` / ° 01 - - - - - - - - - - - - - - PER SHEET 8 / 4V Zj I CURB RETURN 2 / J l �, - - -_ .30 - - - - 92°33'17" CURB RETURN w0� - � I I +03.60 D/W t i 1 7 2 I +52.94 � DNV ; I w • 1 0[ RR=35.00' D 90°0000" m r u I 0+97 D 9 CU=90-00-00- oC - U II A=90.00,00.. °� r Q GURB RETURN CURB RETURN m C) R=27.00' nc o w m Q-90°00'006 1 ? z L=56.54 L=42.41' (,1°v r U_, �-�=27.00' CURB RETURN I U-1 10+88. 18 D/W R=27.00' R=27.00' 8CO + T 36.60' N m m 21 +26.69 D/W o� T=27.00' N m I--U- L=42.41' Q=90°00'00" N { N p� L=42.41 L=42.41 k' �l / C o U r u m'z `�- Gc, p��'Q\. T=27.00' R=27.00' 0��. T=27.00' T=27.00' o 3 + N ,��O� N '�, L=42.41' N , ° N m h�C� �� I I m 3 N p�''�, O � r It o m O�.�O + m W 4 + �n •,��OY + Q 877, / + 12 t 8 18 I _ cry N 2 (; T=27.00 u �,� r �ci g G O m 6i 60' 3 BCR a_ ^ m N �,L`��� PROPOSED TC ) I _ m - - cn �F' ��a�� ���00`� OD TC 8 ,<<(. 22 RT p N 1 J� 10+49.00 BCR 21 +02.00 ECR °J O X30 64 F O W N Dv+RG. 19e - 1 + �� �� 10+49.00 BCR �1- 10+49.00 ECR in 0- cq 1 L 3x + [� Gs, x�O�� , 4 .3 F '. 3°��� 1`e m + 5 OX ,n 5 Ox C'L 9x h� - . 2 �e - 3 isrc or "4e�g N m I ,fre o► ++r 2 3 �KT o.!%&'fT- - 7 _ TO WATER TAN K_._..._ 2 N 3 _. - PROPOSED 8" VCP SEWER 5 - - - - - LOT B - . 4 WO1 FSON 1 296 _ _ > DSI ; PROPOSF01 � , -. - i - 14- --- P- 0 5•- N 74°1755" E 16-- _ �_ 18 c� N 19- `` - I S. T 12- 3" - `V ihEFT 9D• PER c� - _ N u _. - 4 Com N _ �►I `V - _ cv w> N 5 - -. _ _ � _ w y f F; . ... .ti.-- .�:-• iii' i 0.5 _ . �' - . Ry w 0 5 , 0.5' g 19+99.98 ECR : Z 5 oC w �p p E(15TING RAco V U (0+67 SS v ! u g z (36.57 U ) € 20--- Co26 U Ln � ? o gmt^ A W N �V Q 0 $ CONSTRUCTION NOTES -"m ' - - - I E ' I INSTALL 0.42' A.0 OVER 0.50' AGGREGATE BA5E' ? �' I # }. I INSTALL 0.33' A.0 OVER 0.33' AGGREGATE BA5E' ` irf tj I INSTALL 0.25' A.0 OVER 0.33' AGGREGATE BA5E' 2 I N5TALL 8" CURB 4 GUTTER PER CITY STD. 104 (TYPE A2-8) �pf L 551 CITY Of RANCHO CUCAMONGA CURVE DATA � THATCHER ENGINEERING e t`3 IN5TALL 51DF-WALK PER CITY 5TD. 103 �O °OI R L T 4O IN5TALL X-GUTTER PER CITY 5TD. 106-B & ASSOCIATES, INC. �� W �y �A 89 45 46 35.00' 53.00 33.08 345 5TH 5TREET, 5U1TE B. '' ATC 111 STREET IMPROVEMENT PLAN B 12°18'26" 579.00 124.37' 62.43' 5 INSTALL ACCESS RAMP PER CITY STD. 104 REDLAND5, CA. 92374 - Z 6 INSTALL RE5IDENTIAL D1W PER CITY 5TD 10 1 (TYPE K- 1) (W=A5 SHOWN) LEGEND (909) 748-7777 FAX (909) 748-7776 A TRACT 16 100 15°32'36" 542.00 147.90 74.4 I' wro te �. i; ip5 (D 89°47'2 1" 27.00 42.3 I' 26.90 INSTALL WOOD BARRICADE PER CITY 5TD. 13 1-A -� CIVIL t� SAWCUT IXISTI NG A.C. PAVING -" - , ;�. �.. .,.,. 1T� WOLFSON DRIVE OPCC PAVING ° a ��� CAL% 9 REMOVE EXISTING A.C. PAVING STA 10+00.00 TO 19+79.03 I O INSTALL 9500 LUMEN 5TREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD.- Mehon W. Thatcher, III R.C.E. 39964 Exp. Dec 31 , 2005 -- APPROVED BY DATE: Li USA ALERT 1 1 INSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD."' AC PAVING REVI51ON5 CITY ENGINEER '� R.C.E. NO. 24953 CALL: TOLL FREE \ 0 INSTALL 5TREET TREES PER NOTES * LEGEND ON SHEET I DE51GN RECOMMENDED I3 IN5TALL CLUSTER BOX UNIT OR EQUIVALENT COMMUNITY MAIL BOX AC REMOVAL ® 13.K. I-800-227-2600 I (51ZE A5 SHOWN) CONTACT INFO. (PHONE: (630)-545-5500) SCALE: 1"=40 14 INSTALL UNDER 51DEWALK DRAIN PER CITY 5TD. 107-A DRAWN SHEL TWO WORKING DAYS BEFORE YOU DIG ' PRELIMINARY SECTION . FINAL 5ECTION TO BE DETERMINED BY 501L5 ENGINEER. 5W 2 pF I O O µ �O 1 20 "' 5TKEET LIGHTS TO BE INSTALLED BY 5.C.E. COORDINATED PAID FOR BY DEVELOPER CHECKED DRAWING NO. THROUGH CITY TRAFFIC 5ECTION DE5CRIPTION OF REV1510N DATE CIN .C.E. NO._ 39964_-_ APPR. M.W.T.MWTDATE FILE NO. 199 "RO.IECT 5HELT Of I 1 LLU 1 R2 84' VC 1STING GROUND BENCHMARK NO. 148-B . . AT TH N HI H E E.C. G LAN (WAN A D ET D AVENUE N. F i 66 O :_1111_' _'.__._ _ >-. _ .-+._... a_... .. . - '._ __ _- _ _.. ._ _ .._. .- __ 1_111__ __ __ _- 111.1 _ __. . . _. - -_. __ ._. _. �.F•- - _. _ _. _. _. - ._ -_ - __ - ._ _. _. - _ _ _ -s 1 r , r _a 1111 -a. _ _ .s-. - r -J_- ._s _._ '__ _ _. .,`.. .. 1_ .'_ _i --s- _..b.._ _ _. _ _._ __ _. E l + ; 1 4... ¢ -.,._. s .ti-. z-. _.j-. -.i.... ._i.. -_ - - ..A-- _. 1111..�.. a. -... ..F --.,5 ..-...L._. - _ .i..__ -.d - _. ,1111 - - _ 1 _ __.j... _ j.. _,2 < . = . a ] - , CL HIGHLAN A 4 F . ! I + i y i D VE. 2 E. O CL ETIWANDA AVE. AT THE i 1 I ± , i I i i I I { ? ' I _� I �� E I I i i I I i i i m -�- -..-__111:__1._ -___: _ _ _.J _. --._ ' -. __ __- _. __ _. _.- _. __ _- .-- _._ _ _ -.. -._ -_. __ _. ... _ _ .. - _ - - _ _ { + . tt �. 1111. ;- --'-• --`- --'-- ._ -1-- __ -1_._. ..___. i E -..i. _.i.. .i_. - _. '- - - I t C� }- T NORTHWEST CORNER OF 4 X 8 DROP-IN-BOX FOR DRAIN i I i i I I i A a I i m � i i ! _ _ ___+ _ _ ._ _ �__ _ _ ULV ET T I i i i a 1 z < t � _ _.. _ . _ _ Y___ __ ._ _, _.•_. . . ,. . ' _ - . ;,_ __._ _ _ _ _. _ _ _. _ C ERT 5 S D BRASS D SK 4 r } + j i f { r Y � i � 1-- + �- � + +- { . r- , 3 -} y. � l � .+ L -} -�-- -? -t } -'1 - -'+` - -.j-, -�-- .i- .l_ _ _-+ s. «__ -i- _'i _ _ + , : + i : 5 / i I ELEV. 1432.612 1 I I i P E17 T / PRO d5 G 1 ; 1 ' i I r � i I I ; ; ____ -.... -.. _.-1 d- - __ _1_1_11-...- .____ .._-.. - _. _.. ...'_,-- _.. .. _ .._. _. - _ .. ...- __ _. _- -. ._. _ -. __ - -. .. _ - - _ - - - - - i 1111' _.-.. -. ._._. ..-, ___.... _ .. .- __ ., '._1111.. ... .-.•-_ - .. - .. ._ .- .. _. -- _. ..- .. .. - - - _. _ .. - -. _ b _.. A .J .. -.d.. _1111 - .-. _ ._-'.. -`_ -.1 ... .. ... _ _ .. _- -_- _. .. - «. 11.11_ - -.'.. 1.111 _ ,-. ._ .- ..._ __' 1111 -..i. ._ _ �.. -. _ ..s-.. ' 1 . 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L 167. 12 VC f } I I i I i I I i I I P I T i , i , N .___ ..-_ 1111-.. _.. -.__._-_, _.-__ --.-.. ._-._ -.--.-_1111.._.�.-...- -..._ _.- __.__ _ ._-_- .._ '-- -. _ _.. _. _ ._. -. _.-. __ - .- -.- _ - - i ♦ 1 ,i.. -t. _-. _. _. __ __ ...-. .. _ .._-.__.. .._ -. 1__111_t.__.....�._- _. ../ -._. - --. .. _.. -. - _ _.- _. .. - a J _ .._ _-.. .-_ _ .- .. .. _ __ _.-..�., _111_:1-11_1,_1_. __,._ __._.__ _. __'..__ _. _ ._. __,L.. _-. _ _ .. _. . ._ .. _.. _ -. _. --. 11 : + a j 1 a- -j -I- .- -i f -5- i _ I .. ._. _ -. _._ -.. _.. _. - . L-_ _: -.i, ,.�.- .-, 1111 .- - -_. _- .4 --.,- i _. j ' J + �- �- � ii 1 I - _ -{- r a j- { 1 - - - ++ t }. v. ._, .,._ 1111_. L. j •. + J ! -d.. -,_ _.q__ ,J.. ... -.J.. _. .i-- .._J. i-. ._A_ -i .i.. -d.. 1111 _11}11 -.d.- _ .�. 11-}11 ..-I- - - _.y... - .- ... ... ._ _. -_- CURB R1 TURN i 4f).�tPa. t . 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J--...- .._ _. _- _-. __ _.- -- -..--4_- _._. ._ .- -_ -_. _ ,_ -- _ : , , l + + ¢ + 1 - } -* j t i ¢ -T + 1- -� +- - -J t + t + + t � r +- + t -t +- + -1- +- -+ + � �- i 1- � f ._. _ ` - � . ..�_ + -t. � -1-- !- a +- ._+, ,_ _..1- __ -�-- - - - _+ ,I_ ..1_ .;._ - -'�- n I E , I t _.r , 9 s I I i t : ! i ' ' : - 1 i I 1 I , , i i ! 1 i I jw I ' I i , ; , I , i : : I ! , , , , i a , i : , i I I C 1 I c ( 1 1 I I- i. J 1 , i I t i i VERT. 1 4' i ] I i 5 t T I I } I f I i f { i t 1 i } i i 1 I 1 1 j i tt i I I I 1 I } I 1 I I i i I I I 1 I i i i i I 1 I I i I i 7 I . i i i I I i I i i I i 1 i I i I i ( i I 1 i I I F I i 1 1 i I t I I I I I f i i 5 I I I i j i 1 I ! i 1 ( ! 10+00 11 +00 12+00 13+00 WOLFSON DRI VE G SEE SHEET 2 o m A t; Q � �� 3 a CONSTRUCTION NOTES f , , of _ / o t_ #' 12 I -f'� S 2 - II �I/ I INSTALL 0.42' A.0 OVER 0.50' AGGREGATE BASE' 12+ 10.78 t ,, I ` `moo ",� + n 3 '1� �,� 4 (29. 1 OTC 28.43FL) + 4- 2 .)3 6' '� x\\•�h (0. I INSTALL 0.33' A.0 OVER 0.33' AGGREGATE BASE' �� I INSTALL 0.25' A.0 OVER 0.33' AGGREGATE BASE' W� '� \ G 2 INSTALL 8 CURB t GUTTER PER CITY STD. 104 (TYPE A2 8 z 3 ) 1, - I ,' O, ps, 9x\ NgkN 1 73 I 3 INSTALL SIDEWALK PER CITY STD. 103 s �,in - u-1 N�, ,/ � 4 IN5TALL X-GUTTER PER CITY 5TD. I OG-B . 9 Imo ? o z 3 9+ 1 1.73 p� . � .. :� 5 INSTALL ACCESS RAMP PER CITY STD. 104 b _ C G INSTALL RESIDENTIAL D/W PER CITY 5TD 101 (TYPE R- 1) (W=A5 SHOWN) - • ,a.__, is I:Z � � CURB RERJRN _3Wa�f 6.p�.OS' }., 9+ 15.00 D/W I R I o[ A 20'°00'00" ` V = 6 O7 INSTALL WOOD BARRICADE PER CITY 5TD. 13 1-A ' ,'_U' W O R 42 ° N ® 5AWCUT EXISTING A.C. PAVING ' 4 1 .7GTC 41 . FL 0 9+ 1 ° 9 REMOVE EXISTING A.C. PAVING i ' I O T=27.00' 4 . , SIN 13+00.78 ? . � L ° -..__.__•- - (29. 00. 28.96FL) i 13 ch Ir 1 O INSTALL 9500 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD."' )5 + 1` 13+ 13.72 BCR •6 5 ! O�N ) 5 1 1 INSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD."' li 1 � � 29.70 TC 29.03 FL I 2, I 0� I© INSTALL STREET TREES PER NOTES t LEGEND ON SHEET I ANGLE PT CURB [` `3�' - ► _ . • �' 4FL NOTE: SEE St1EET 7 FOR SIGNING jQ` I -- - --_ 13 INSTALL CLUSTER BOX UNIT OR EQUIVALENT COMMUNITY MAIL BOX . . ° ° ° (SIZE AS SHOWN) CONTACT INFO. [PHONE: (630)-545-5500] STRIPING DETAILS s 5 ,..- 9+ ' PRELIMINARY SECTION . FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. - 86. 1�2 " �� ' �BROQKSTONE 2 }_ ~'` 27 p�'t' "' STREET LIGHTS TO BE INSTALLED BY S.C.E. COORDINATED < PAID FOR BY DEVELOPER ' i �`9 _, - - 1 I 6 THROUGH CITY TRAFFIC SECTION I ' I N 13°47'32"W r t 2 �j ° (� �I i , \QN �- I; 4 ' i .. N ° �Ox'�0��'�SFr, 6 a .cb e,� roti ��� ��e�' I i I I ` • � J �x M obi \�� �O 0.5x, 6.5' I 14+03.72 BCR r n f\ x O Ob T ,n ,� tip O �, 14 T N o 3 o_, qN NF x I _ 5 N 2961 FLbm m m b allo �- t� C��� px� 14+20.00 I m \ 4_i_�� j o �° m � . c_o v I 6'`iko � EXISTING LUM N + N CL19 1 ( ch N +- II ;; I I li> 5 ~ 3 6 m m G m 6 7 I 22 22 r = CURB RETURN 8 ( t; 33 Om 0 90°00100" CURVE DATA "� 665 � ° �' R=27.00' I I 7 L=42.41 oFEss, CITY OF RANCHO CUCAMONGA o. 6.5 , T=27.o0' THATCHER ENGINEERING �o QR oti A 10°O�O'00'I 102.00' 1 7.805 8.92' AssOCIATEs, INc. J_ N w. - STREEZ` IMPROVEMENT PLAN 1 24°29'I O' 27.00' 58.66' 5 1 .3a WOLFSON DRI VE 34REDLANDTS, CA. 921374 ATCF1 I m TRACT I G i 00 237°30'07" 38.00' 1 57.52' SEE SHEET 2 LEGEND (909) 748-7777 FAX (909) 748-7776 u' " IZ'3IIM '° BROOK5TONE PLACE D 33°52'36" 112.00' 44.72' 22.66' `�"°"''"""� �� � s� Clvlt_ , STA i 0+00.00 TO 12+07.09 Q 100°40'00" 58.00' 101 .90' 69.44' PCC PAVING • a - .....� . :.. �, ti¢', "'F� CAQt MOONDANCE COURT / !/ Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31 , 2005 STA 9+ 1 1 .73 TO I 0+00.00 USA ALERT � AC PAVING APPROVED BY DATE:�-> ✓ �� REVI51ON5 CITY ENGINEER �CZ'� � Gg� R.C.E. O. 24953 CALL: TOLL FREE / DESIGN U RECOMMENDED AC REMOVAL 1-800-227-2600 B.K. SCALE: 1"=40 DRAWN ShEE TWO WORKING DAY5 BEFORE YOU DIG SW 3 of I O O a� �� 1 20 CHECKED DRAW NG NO. DESCRIPTION OF REVISION DATE CIN R.c.E. No. 3� 1 99 1 APPR. M.W.T. pATe FILE NO. �RO_IECT St1EET OF -iLcl�- I cLU I R2 BENCHMARK NO. 148-B &G.20 : C' VC / 50.2 ' 10 I / AT THE N.E.C HIGHLAND p ETIWANDA AVENUE GG' N. OF CL HIGHLAND AVE, 24' E. OF CL ETIWANDA AVE. AT THE - - _ _ --- - - - - : __ - _ _r_ _ - - _ -- _ - _ -- - '- - .- - -.__ _ ___ _ - X8' DR U DCISTfNG OP-IN-BOX FOR DRAIN I / , ST - - - _.4__._", - _- GROUND _ <- _ - - - - - _ _ - - - - 1- _ -" --- - CULVERT, SET OSTDEBRA55 DI5K . N ELEV. 1432.G 12 - _.. - - _ _.. _. . _ __ ,: 1 , I _ r . `PAI TIAL a0 _ _ >�r _ : . m . _ . _ _ " y - _ - ,_ . . ' � ._VERTICAL ' . O . . : I � : : i� ,,,•� IDENTICAL } 4 .4 LF �J , L. i POINT t` DnSTING : 1 . _ ._- . ..- _ -- - _. -_. - '-- -. - i -- - - - -- - - _. _. _. _. _ _. - - - - -- --- . - - - - - -- : r - i CURB RETURN - - - - cr) u� r - m - . I GROUND . . � c0 / u- O _ - + r : 1 1 '^ �/ �`! W :.. I : uL P , m _ch RCS 05ED TCoi ' t}' _ 07 cri t` I840LT pVu— g � 8� m � (If 8 � = . � ii � M + - J . IDENTICAL . \ . . - _ _ _. . - _ .- _ . + u _ -_ _ u � 1,D O m i POINT I . - . � . • m m TAN GRADE 4.50°16 PROPOSED F5, . - - : . . / Q Ci , . mIll I . . : �� , t , a i _ _ .. _� . g -- , . °� . I ._ . 1 I _ ._ _ -� _ _ . _ _ . . , : r " J _ _ 96 _ V - i .� f7C15TING y ; . , ; 7 . 1 . . GROUND , I r IDENTICAL . - _ I - - , P / OI NT - _ , - � , _ / 1 , , . r . ; N , , . _ _. - + - _ - : i : - : 1 : ; • : I I O I c9 I 840 m N —m + ' ° 86.2a o'XC 50.28' �— m m o � _ _ I : •� M . ; : , , O' + . r . . . I. I r . , i I I . . - m I. . I , � V . M a - - i- t N , U o i 01 . i I i r ; 6 - . 1 ;-- }. , PARTIAL __ O r I a0 -^ . ; r ,- . VERTICAL . I - _ 1 : V I r t • , , I _ l , I Cl . - , I , 42.41 LF U a r P 5 ►- IOPO Eb TG j . ,_ - - _ .---- - - .- - _ . , . CURB RETURN f I — I , i.. ji I t r i M U- I - - , i I I , I i i i , I : m U M , I E F— 3 r 1 1 T '84� � __ - - _ _ - O I- ic, m _ -:. - - - - _ - - - _ _ - - - ._ .- .- - -- . .- - _ . ." _ . - - - ; m : - - _ . _ . .. - - _ _ _ _ ___ _ _. �n : - - - - - . - + , . Co . . r , i I : I . • - _ -- - - -- - - - -__ - -- - -- _ _ _ _ _ : - _ _. _ - -- - - _ -I p J _ - - -' - -- __. -- -- - - - - -� _ - .-- . � , . . . . r . I ; I i , - '-- .-._. _J_ .-" - -- -_ -- -- -__. .... . . - u~ m ♦ . : cry - i . , , I :- _ .. ".: . -" .4.. . --1' '- .-_ 4- .. __ _ -. - -' - -. _. - _ - - • ._. _-, ..". ._._ _. _ .._._ - _. _. -. i ', : , 7 i r : TA E N GRAD 3.50 6 . i . _. - - i . , r r , 114_ , , I I , � I : I : i - r : . I , - � : � i 1. , , 7 ; , i . . I : , : I r I I I . r I 1 r _ .-_. _..- ____A - .- _.-.._".. _ .-..". - _ _- .. __ ... ._ _. i i i - : . i , . i j r , ; I : : , . : : 1 1" - - - ._.- ._ _ _ ._. _ __ _ - -.. ._ _ - - 1 ! 1 . , i - : : I :. - I , r I i i 10+00 II +00 I2+00 I3+00 WOLFSON DRIVE SEE SHEET 2 ' : i 1 Is i i 1 5+ I I 10 11 12 1 1 �33 233 13 � CURB RETURN 6 I 6 , ' CONSTRUCTION NOTES Q=90°00'00" , . W 0) R=27 00' > I INSTALL 0.42' A.0 OVER 0.50' AGGREGATE BASE' III ; ' 2 t ° Z ,j L=42.41' 0 6 Q��h' 1 INSTALL 0.33' A.0 OVER 0.33' AGGREGATE BA5E' I II O' L 8u T-27.00' 0�- � o u p wpb 1 INSTALL 0„25' A.0 OVER 0.33' AGGREGATE BASE' 11, PF ); W u�22� m _ � 6 � (i , 2 INSTALL 8 CURB 4 GUTTER PER CITY 5TD. 104 (TYPE A2-8) Ii I ' 16 1= � t. j� Q O Il �u Q R� 3 INSTALL 51DEWALK PER CITY STD. 103 p I i , I cn; � + 3+ i 'I Q(1YP) + � 3 / - _ cn - p 1 3 4 INSTALL X-GUTTER PER CITY STD. 106 B NOTE: 5EE SHEET 7 FOR SIGNING * ` • 5 16+23.72 BCR 'T + 3 '� x� G�, 5 INSTALL ACCESS RAMP PER CITY STD. 104 I ! I 1 I 33.98TC 33.3 1 IF A _ ° �2 OZ 6 6 INSTALL RESIDENTIAL DAV PER CITY 5TD I O I E R- I =A5 SHOWN STRIPING DETAILS ll i E ��' �� (TYPE ) (W ) I; ': 1 i ZkOrO AN \6 O7 INSTALL WOOD BARRICADE PER CITY 5TD. 13 I-A 3 I 3 ° - \ X35•, "' I{i i 4 ' i a � f 3. ® SAWCUT IXISTING A.C. PAVING h ZS'' t Y f 8' -_ " 9 REMOVE EXISTING A.C. PAVING 16+68.00 ' ._ t?U_NEE .. ANI JO INSTALL 9500 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD."' EXISTING LUM 4 t 16 I [t"' i 12�',t)A•A I I INSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD."' S - . 11 } I I N4 2Xg6 14 I© IN5TALL STREET TREES PER NOTES p LEGEND ON SHEET I I i ° �2/4g96J �Q 13 INSTALL CLUSTER BOX UNIT OR EQUIVALENT COMMUNITY MAIL BOX �• I, l 17 i : . : A ° x3F•89, �\ 6 (SIZE A5 SHOWN) CONTACT INFO. [PHONE: (630)-545-55001 a10 <<' ! I i I 17+ 13.72 BCR � • 2 f N Ill/C ' PRELIMINARY SECTION . FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. , ' s; 5 35.53TC _ x 0' "' STREET LIGHTS TO BE INSTALLED BY 5.C.E. COORDINATED p PAID FOR BY DEVELOPER +;i O" i i 34.86 FL u u 3 0 \ I I THROUGH CITY TRAFFIC SECTION _tom , IA - 6 12 ) � 0 \ i — o \ x�'OJ 4° F '. E - CURB RETURN ± u O~ U \�� Cw _ 3 \� x� I ! - N ; NQ-90°0000" m + Q O O h + i� a- ; LO R=27.00' � + _ 0 1` o U ? ° CO L=42.41' I I =� - \ i 11 J� I It � ; p T=27.00' 6 W \ I; , z 0i I—+ 2 CNu 6 II i ! j� ° m 17 m 1 16 15 I; ' ; 03 ' II I . 6 I NOTE: SEE SHEET 7 FOR SIGNING AND 5TRJPING I {I I8 I CURVE DATA WOL FSON DRIVE THATCHER ENGINEERING o QROf E 55, oN` CITY Of RANCHO CUCAMONGA 0 R L T & ASSOCIATES, INC. ki N W < A 15°00'00" 112.00' 29.32' 19.75' SEE SHEET 2 I- 345 -c, 2 1 o°oaoo 38.oa 139.28' RL=DLANDTSCA. 921TE 374 `� mAT3 "' z STREET IMPROVEMENT PLAN LEGEND (909) 748 7777 FAX (909) 748-7776 A TRACT I G 100 LMD> CM C��` DUNDEE COURT - A a� PCC PAVING ' a - ,:_ ,♦: 7,k, F qF CAu T �-,e --Vi! / - Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31 , 2005 STA I 0+00.00 TO 1 2+OG.00 USA ALERT � AC PAVING O j DATE: REVISIONS APPROVED BY - CITY ENGINEER �)dR.C.E. NO. 24953 CALL: TOLL FREE / AC REMOVAL DE5IGNB K / RECOMMENDED 1-800-227-2600 SCALE: !"=40' TWO WORKING DAY5 DRAWN 511LET BEF RE DI _ _ CO/JSDBK 4 OF 10 1 O 4�,' SC 120 CHECKED 9964— DRAWING NO. __ - - - - __ - ___ I - - I - DESCRIPTION OF REVISION DATE CITY R.c.E. No. 3 APPR. M.W.T. DATE FILE NO, 199 PROJECT 5HELT OF t)ILG1V4 ; I LLv I K2 I oz BENCHMARK NO. 148-B o N '� a? �90 � 84.88' O V 69 64' AT THE N.E.C. HIGHLAND t ETIWANDA AVENUE, 66' N. OF p C1 N c� w D ~ QLn Uj N 8 m 1 m U CL HIGHLAND AVE, 24' E. OF CL ETIWANDA AVE. AT THE U - U U) - ►u f / + U U i E•- NORTHW-5T CORNER OF 4' X 8' DROP-IN-BOX FOR DRAIN - ._,� - (n 8 � i- . - - CULVERT, SET STD. BRA55 DISK A-.-. ; ELEV. 1432.612 m m - - `�O.1 OOW UU ,- - U '� . ; . ' . + � + m N � _ f- �'� �rj � _ . i - - I . y.� ul N - / � 6"22°r° DENTICAL p m❑ r . o[ J i : / POINT S + . . . _ ; . _ ul - - N Cy V Q - + N C9 6. CD i C� N - m r- 2. N i� . + N O - , . �: •� - 1 , . O m . . . N 1 + I + - cry Cn . - , _ I _ _. ; :r` y . o� -� N r 6:�Zj , O Q I . _ . � � z �n %e I �N GROUND N `r`t M5TlNG G UN 3 LT - 1825 LT Z i p m u 2°� r - p- 1 kDEON LAICAL 11845 LT Oro - m � Ou 6'/ U,pp Nw� _ w CS m O 5TIN GROUND EXI G mONv 'L c9n - �/ / O � 6 0+ 9 I0 8 i I . r Nch � fir' I i cYi `` m r ; ,n ' , _ : - m { I + - + I I ; + 63- . . � � tn _ - POINT - , y/ ,.. I L I N : - . 2� I I I POI NT A . 8 � 6 `� : : 1; . 'EXISTING ' . . O NG GROUND + 3 RT _ EXIS G m _ y TIN �ROUNI m . , @ � / ' . - ; . : . _ . N y 1 t . 8 i _ eo _ . , + . . . � CO <n 6 , -- - - N 1 - - - - - + - _ .1. . - - - -�-- / { i i ('� i I- { y - t t I I 1 IDENTICAL N DE CAL 1825 Q �' C�-' / POINT 4 - _ _ -- _ S O - - , .l _ u 9 . -- _-- -- , - - - - 2a 69:64 -- -- -- -- - -- Ct _ -_ --- - - . 4.88 _. _. _ _ .. - _ _ - __ / _ + � 22°�� m 6. _ - . _ _ �► ._ - _ , + �o j _ o9 - _ m _ _.. _. _ _ �11 ; O -i _ _ _ _ , , ; fi G, i u __ _.__ __- _ __ _ __ __ _ _ . - :_ _ .._ __ _ --_. _ __ __. - __ _ m - -. --- ._ .__ _._ . _ - -- -- - -_ - - -.. _ s v - - K I - - - - - - - - 0 t ~ - - r t i' . N - 6 � I . - - :. _ - - ap + _1.- - - - 1 ' : � - , _ ; _ t M y �ROPO5ED TC I.5 RT , + F- y .- .. - I- - .L ID>=1JTI AL C m � P01 NT <D ._ 1. _ _ _ _. _ , . _ _ D . _. O I - . I \ ' - - . . , I . ' -- -:... - _. -- _ .- - -- - • { - _ - - - - . ; 8 'T , . N , 1 _ _. .- - _ + I _ _:. ._. _ .. . ._. .. _ - _. - _ _t N ; . i N � ' �Rb11Nt3 f 30' 'To I I tvN I8�� Rrt G ! T 845 R . 8uIr- . _ . . - - - _ _ - , _ - _ _ _ - _ _ _ 6 22 . _ , .. -- _ ___A ._ _ _ _ _ : -_ . _ _ : _ : .._ _ _ . _ 1 - _ _ _ • > - . m . f . : m v' ; , . . J---t --- <. -- -- _ _ . - ------ - _ - _ _ _ Z. - - - (h V { I : 0 + 1 I : . . _ I + :_-� \-EX6Tft�G GROUttlf� 0' RT ___ _ ,. _ _ - . , . _ i _ _ _ - - - - __ 1 1 -. E ^ ' . , - , : I - - r : t - ' : , i 1 a ., _ ._ __. -_. _ .... _ ..._ _ .a . ..... .. ...... .......... _.. - .. _ __. .. _ _. .... __ _ - .. - t I r - i 1 _ , i 1 j . , { _.. : . PROFILE _ - :_ _ y - __ - _ _ { I . . : -i ; , _ __._ _ ... a - . - . _ r _ -..- _ I _ - - - _ _ � < _ - -. .__ . ._ . . _ ._.,_. .. - -... _-_ _ _ _ , . VERT. 1 . ; { 1 ! ; . i : 1 - : b { , , 1 , , _ • i 1 ' i t / 1 7 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 WOLFSON DRI VE SEE SHEET 2 I\ 1. I - N 6 6 / / � m W co u m o 6 2 0 ti Q i z rp;- "' 18 '- -t 19 I a w �:K II vg 2 g � m3 W, W N I �(lYP) I �,�d I 11rn + - h� ^3�� / Q m �� ' t I x � O N I t N I 3 �/ x CONSTRUCTION NOTES ���� V � � i --�= 19+33.4515CR � 8 + LAR 311 ti}� 21 -11' i .a ' ""' [t 6 1 INSTALL 0.42' A.0 OVER 0.50' AGGREGATE BASE' � .- `~ -� 9 0 ONS Y 3 5 FL00 ' t \6 I INSTALL 0.33' A.0 OVER 0.33' AGGREGATE BASE' N --` -'!^_yam _ - ' 2x5( .(-\3 -, . - I TA 1 65 INSTALL 0.25 A.0 OVER 0.33 AGGREGATE BASE y, _. .__ ° 2 i / 2 5 (7 U►� - ,: \6 r or�cetr 2 INSTALL 8" CURB t GLITTER PER CITY 5TD. 104 (TYPE A2-8) EXISTING �. t, v - ` �� -I �c _ 4 - y �� �� �EXl5TING 8 9 2 19. - ` .:� I -, `��' t -� Q' WATER a� W:' EX! :.. wIrl 3 INSTALL 51DEWALK PER CITY 5TD. 103 x 1 -- q " %8 _- f S7' + i s - - 9°Os�, Epp L _ ..� 1; t .E- s -. 4 INSTALL X-GUTTER PER CITY STD. 106-8 EX15TING 24" RCP may$ . ..... m ' ° ° ° - "'� ] ti a I 5 INSTALL ACCESS RAMP PER CITY STD. 104 WATER ,W �, .M 1. 2 1 �` ` X�3 56 A') 6 INSTALL RESIDENTIAL DAV PER CITY 5TD I 0 I (TYPE R 1) (W A5 SHOWN) / -a �I ' .' O ° 2 W��6 9 6 l !' _ 6, 6 O7 INSTALL WOOD BARRICADE PER CITY 5TD. 131-A /' +�9 \�C�O9 w - ,.-, -L ) t� 3 p V I 8 SAWCUT IXISTING A.C. PAVING Stij�'i ,/� �t�IF / . /'�' ° O b Co O p C7 - 100 ,�,�,y�-�/S y /f J j - ^ � z 0 3 �� 22 ,r O /O/ .r, do O ti-' k' ,9 x 9 REMOVE IXISTING A.C. PAVING '� x �F C�T ° tcy W 1E I i i Lp O ... r/ G / -7A I F G ,'.I% %f -/ !/ O. M I I ap N I �0 � M N D m b pap �O 10 INSTALL 9500 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD. r 2 Gj�4i F '� C` /, 1 N 3 - + 8 b Q - I I O x U / s ' S �o e I ,'.; f + � m vz x � b I )_ m I INSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA STD."' v' 7/1 P0 tiC �tiy , ' / 'r 3 - I 8 N O • NkD CD - >-b 3��i0 cG s�� �� `- - + I I I �o� �% + I III +3 8 -' I I© I N5TALL STREET TREES PER NOTES t LEGEND ON SHEET I �. O �• 6 6 0 3 N O - s� N I , aoy N3 + ILnul 13 INSTALL CLUSTER BOX UNIT OR EQUIVALENT COMMUNITY MAIL BOX <I ° �� �� � ' 4y 6 N N O 3 (SIZE AS SHOWN) CONTACT INFO. [PHONE: (630)-545-5500] 3 x � 1 6 16 l 6 I N X \ ��. PRELIMINARY SECTION . FINAL SECTION TO BE DETERMINED BY 501L5 ENGINEER. ` ! 1 28 27 1 26 ; �F'Pa� 25 24 6 ` STREET LIGHTS TO BE INSTALLED BY S.C.E. COORDINATED t PAID FOR BY DEVELOPER O ) 6 I -111r"' I 2 3 THROUGH CITY TRAFFIC SECTION STq / SC�C / X I � I � S'`'��sT // 2 9 k osis �o �/ � � - � � ` 1 ���N` If.G i9 >j CURVE DATA O R L T R L T THATCHER ENGINEERING �o e -f Ess' �q CITY Of RANCHO CUCAMONGA .I I , , I NOTE: 5EE 5tIEET 7 FOR 51GNING & ASSOCIATES, INC. &4 M � 2G303725" 3 18.00 353. 12' 197.26 90°0000 27.00 42.4 I 27.00 STRIPING DETAILS 345 5TH 5TREET, 5UITE B. (n AT01M Ill Z STREET IMPROVEMENT PLAN G4052'16 300.00' 339.66 190.65 G 1 5 0000' 1 12.00' 29.32 14.75 REDLAND5, CA. 92374 39 rn 1401 I'27" 282.00' 69.84' 35. 18' 2 10°00'02" 38.00' 139.25' (909) 748-7777 FAX(909) 748-7776 `�' r" TRACT I G 100 8 * t 213 I Ii05 �o 1401 1'27" 300.00' 74.30' 37.34' �I 1401 I'27" 3 18.00' 78.76' 39.58' LEGEND �°rL ��� s CML EQ 91-42'54- 27.00' 43.22' 27.82' JQ 66°1 727" 282.00' 326.27 184. 15' � 'TF D U N CASTE R PLACE . �,yr- _ .'K_ :'-k - 4` CAL%F PCC PAVING ' a . �'�'D4 elvin . Thatcher, III R.C.E. 39964 Exp. Dec 31 , 2005 STA 15+80.00 TO 20+50.00 USA ALERT I APPROVED BY DATE: (/ � REVISIONS CITY ENGINEER AC PAVING R.C.E. NO. 24953 CALL: TOLL FREE DESIGN RECOMMENDED I-800-227-2600 / B.K. 7 y0 � SCALE: 1"=40' UAC REMOVAL TWO WORKING DAYS ON DRAWN SHEI=i BEFORE YOU DIG JD/BK 5 OF I O O 4C �C 120 Ct1ECKED DRAWING NC. DESCRIPTION OF REVISION DATE CITY _______ _R-C-E. NO. 399s, 1991 APPR. M.W.T. DATE FILE NO. PKOJLCI 511E> i OF yI«10-4 " I LLu I IZ _ BENCHMARK NO. 148-13 AT THE N.E.C. HIGHLAND 4 ETIWANDA AVENUE, 66' N. OF �i / U g O - Cl HIGHLAND AVE, 24' E. OF CL ETIWANDA AVE. AT THE i O . _. _ _ _ ____ NORTHWEST CORNER OF 4'X 8' DR / �. �� LEFT ' . ._,. +___.1_ t_. _._1___.._.._-- _ _ IL OP IN BOX FOR DRAIN CULVERT SET STD. BRA55 DISK ELEV. 1432.G 12 I i ve __. ��. _ ...._.__.._..� /._. __ v_.-- __ _. _.-_ _ _ 5TA. 71 +75.00 + i �y T ..._.. m PVI _ - _ - fXISTINC TC 3z Lt r P' ✓ O crj O (PVI 1830.00)Ln / - - P OSEI� ' U U >- � z � + � 1830 LT 4 795 LT ,� 8 � F_ � �'T �; tg + tin ._ _ _ f _ + m Nao co Cl) c�` S N om _ _ __.,_ . _ gM t ° _ _ _ _ _ u Q) U ��� _ _ - __ _ Q + I -7 H ✓ // O + I 8 I1) ill ; _- _ 1 •v-' of N �0 t r 8 o N °I <0 I 0 0 <Dto � � �p + N t- 1,0 12 U + r CID Lo � v , f 1 ; + - O - xk_ cs _ , 1 m + - I 795 / -�,, �, �� ' 830 / Q Q -- N it ° �n u,0 / ku ��}� / Z ^ C9 + cry N + to 0 > _ __ _ N ._ _ ILL LLJ (L Z ILJ U) O ap r - _ +N - ; _ Au t-1_ • v CSN _ f _ , to N n - n ��_' _ _ _ - _ - PROPOSED TC 3-3' RT __.. � __ Co 8 � 8 ✓ _ _ � D(ISTING I_ ,VC PER EDISON INT. / + O _ - IMPROVEMENT PLANS D Q / . � / N 1 Z g ao�, D(ISTING + GROUND 32' RT o Co - / o ~ �' N_v I i R I -I 7958 1830 RT / Z N ui W + Co - / I- 8 000�� + ( I t / O PRdP(75ED TC 33r RTCo I 1 �EXI5TING GROUND 32' RT / U o +N !I_ I I / O ul mi`m + Ln + - _ _ I I PROFILE r S n . N r m i i HORIZ 1 = 40' o � I I r n - _ O 1� PARTIAL 1� ; � vERTiCAL � VERT. 8' _ f I i 66+00 67+00 68+00 69+00 70+00 71 +00 72+00 73+00 74+00 75+00 TCUC.:())j Lu EX15T. EDGE OF PAVEMENT MEET EX15T. AC PAVING O Z r P R t + ; N ! &4"_--D \ FUTURE ST LIGHT m m Ove _ O :'' \ EX15T. WATER LINES N > FUTURE TC EX15T. CURB 4 GUTTER + ru r 8 ExI5T. 10" VCP SEWER N T_-o" �/�/� - PEEIR 5EP PLLA5.N � I 5 8 9 32 �I D . F.Q \ � 3DA l CREEK --�D, -- - - - N 0°09'48" W- - - - - 7� � D� 5 0- 171,- DE5CKIPTION Z 72.- PROP05ED 5.D. PER SEP PLAN � 74- 17 1 ------ - _ _ _ PR POSED g.D. �- - - -- - - --------------- ----- ----- ----- - ----- ----- 09, m -------� -�6 - - ----------- 03. PROPOSED CURB 4 GUTTER `�0 EP. IMP. m - m\ ------- ------- Q, '- �Q �Q PER SEP. 5T. IMP. PLANS �? PLA � i\ A \\ SS r : Coc _.-. :., .�... ; gr`nr a... --t9e 3 . -,. .:`'. r...v;:,• ,f_� I�� 51 __.f..._ .,---. .... .E.a _.- _._ s._. -T l.r _y I rr, t .,-.S-Li _.. �.�:;;- K.Y. ,,.� `.1 l ,Xr.`• 'A ',y. ,.j1_.. ...-.-. ! \ �;!1a ., ;i ?` , .r..h: .i:C:� -•p,_.} '�,. :.?.i. .. - .. r.Xc. :._as ,..Y,;,u ,x ..o.- .t w:.+ 2 3-:", -.i. g.>e' s.5.'.',.�., % ., .:S.e; .._> ,L T r ..y Y. P 1 `3sa.: ....... .._d.w:.r.': a4,.s'... .i`Y'-••, ..1-s.ar..4Y� Yv ^Lix14.Y1-.S':-L. \ I 0+63.89 EC '�'w < LANDSCAPED 5TREET FRONTAGE Cq J (27. 13TC) 0[ ]t PROP05ED CURB 4 GUTTER /Q � (26.46FL)p AND PEDESTRIAN WALK PER SEP. PLAN 1977 � _ c� 0) � 3 J PROPOSED FLOWS IO Z ~�`' Lu BY CATCH BASIN >w + L r �►- TO BE CON5TRUCTED oZ`n It PER 5EP PLAN I 0_ Nv . � � _ IA ,� � Z 3 CURVE DATA Q6 ko u) o + Z CONSTRUCTION NOTES o W z I i Ju o - o R L T + � � CDZ Q N ( �g (. vN Zp Ut� U c4 Q 90°00' 19" 35.00' 54.98' 35.00'W U ~ Lo I INSTALL 0.42' A.0 OVER 0.50' AGGREGATE BASE' a_ �` _ + '� 4< � � � � I O� ; , � � b + , B 89°45'46" 35.00' 53.00' 33.08' N w ,� p 1 INSTALL 0.33 A.0 OVER 0.33 AGGREGATE BA5E alu ± QI INSTALL 0.25' A.0 OVER 0.33' AGGREGATE BA5E' t� �- z2 INSTALL 8" CURB 4 GUTTER PER CITY 5TD. 104 (TYPE A2-8) 1430 INSTALL 51DEWALK PER CITY STD. 103 i`• fiINSTALL SIDEWALK PER CITY 5TD. 114 (W= IO') SEE- SHEET 2 4 1 N5TALL X-GUTTER PER CITY 5TD. 106-B THATCHER ENGINEERING a e�°F E 5,5 ON CITY O F RANCHO C U CA M O N GA5 INSTALL ACCE55 RAMP PER CITY 5TD. 104 WOL FSON DRI VE & ASSOCIATES, INC.6 INSTALL RESIDENTIAL DNv PER CITY STD IO I (TYPE R- I) (w=As SHOWN) 345 5TH 5TREET, 5UITE B. cn ATCHM IIISTREET IMPROVEMENT PLAN INSTALL WOOD BARRICADE PER CITY 5TD. 13 1-A REDLAND5, CA. 92374 3® 5AWCUT EX15TING A.C. PAVING (909) 748-7777 FAX(909) 748-7776 1 1/05 TRACT I G 100 LEGEND `M'°�""""� `�`ENGNMI IG9 REMOVE EXISTING A.C. PAVING -� s9CrvIL , DAY CREEK BLVD 1O INSTALL 9500 LUMEN 5TREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD."' - ` ' Q" CAQIN5TALL 5800 LUMEN 5TREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD.'" wn W. Thatcher, III R.C.E. 39964 Ex Dec 31 , 2005 STA 7 1 +38.27 TO 74+9G. 19 I© IN5TALL 5TREET TREE5 PER NOTES * LEGEND ON 5HEET I PCC PAVING pUSA ALERT APPRovED BY - �REVISIONS DATE: w ;INSTALL CLU5TER BOX UNIT OR EQUIVALENT COMMUNITY MAIL BOX CITY ENGINEER R.C.E. NO. 24953 CALL: TOLL FREE (51ZE A5 5HOWN) CONTACT INFO. [PHONE: (630)-545-5500] AC PAVING DE51GN RECOMMENDED INSTALL UNDER 51DEWALK DRAIN PER CITY 5TD. 107-AB.K.I-800-227-2600 SCALE: I"=40 ' PRELIMINARY SECTION . FINAL 5ECTION TO BE DETERMINED BY 5011_5 ENGINEER. Zl5TREET LIGHTS TO BE IN5TALLED BY 5.C.E. COORDINATED 4 PAID FOR BY DEVELOPER AC REMOVAL DRAWN 5t1EETWO WORKING DAYS THROUGH CITY TRAFFIC SECTION 5W 6pF IO BEFORE YOU DIG -- - 0 +� C 120 CHECKED DRAWING NO. OF REV1510N DATE CIN R.C.E. . 39964 APPR. M•�✓•T• DATE FILE NO. I 99 I PROJECT SrEE i OF 9/LZ/04 1 1 CCU 1 R6