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HomeMy WebLinkAbout1763 STREET IMPROVEMENT PLANS FOR T R A C�_ T N 0, 1 6' 0 51 CITY OF RANCHO CUCAMONGA GENERAL NOTES: CONSTRUCTION NOTES FOR STREET TREES: STREET TREE QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDSSTREET NAME BOTANICAL COMMON MIN. GROW SPACING SIZE QTY, HIGHLAND AVE. AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE STANDARD PLANS. NAME NAME SPACE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN ACRONOMIC SOILS 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL CUMBERLAND PLACE RHUS AFRICANBASELINE ROAD jj HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL LANCEA SUMAC 5 20 O.C. 15 GAL. 32 AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. PROJECT LOCATION IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3, ALL STREET TREES ARE SUBJECT TO INSPECTING AND ACCEPTANCE BY BRACHYCHITON BOTTLE 3, ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL THE ENGINEERING DIVISION. GAINSBOROUGH COURT POPULNEUS TREE 5' 25' O.C. 15 GAL. 31 FOOTHILL BLVD BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM w HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS Q 29 Q I- 15 GAL.. 4, A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING LANCEA SUMAC ONLY. WESTHAVEN PLACE RHUS AFRICAN 5' 20' O.C. 15 ARROW ROUTE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. BRACHYCHITON BOTTLE Z 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES SHALL BE SET AT ALL VIRGINIA PLACE TREE 5' 25' O.C. 15 GAL. 4 U Lr � HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN POPULNEUS O w 4TH STREET 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT PYRUS BRADFORD WARPED OR VERTICAL CURVE AREAS. , SHENANDOAH DRIVE CALLERYANA PEAR 3 20 O.C. 15 GAL. 8 B NARDINO FR AY 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE 'BRADFORD' 1-to CONSTRUCTED PRIOR TO PAVING. HUNTLEY DRIVE PISTACIA CHINESE 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND CHINENSIS PISTACHE 5' 30' O.C. 15 GAL. 20 ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT ^� _ WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE L PLACEMENT OF BASE MATERIALS AND OR SURFACING. TR cr NO . X6334 } VICINITY MAP 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL 2 J 'SCALE: 1 =100 TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT I i EXISTING SURVEY M ON U M EN TA TI ON PAVING. TRACT BOUNDARY 1 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER { 1 I 77 56 LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R—VALUE, SIEVE ANALYSIS AND SAND I I� � i I �I I 55 34 33 1. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF EQUIVALENT OF AGGREGATE BASE. RECORDS THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE 1 PAVING SHA PERFORMEDA - OAH DRi ' a 76 57 35 j 32 DESCRIBED AS FOLLOWS: 0 LL BE IN ACCORDANCE WITH R VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE HENAND �\ 54 II STRUCTURAL SECTIONS. -- i � „ 1 IRON PIPE LOCATED AT THE NORTHEAST CORNER OF PARCEL 1 OF PARCEL 75 II ii 58 ❑ 1 MAP NO. 5687 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE NC . i 1 I 1 53 36 ; 31 SUB GRADE SHALL BE PREPARED BY REMOVING AL ROCKS WHICH PROTRUDE ABOVE THE SUB GRADE AND ALL II I „ VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE 1 I I 41 0 1 IRON PIPE LOCATED AT THE NORTHWEST CORNER OF PARCEL 1 OF PARCEL MATERIAL. 1 I I i MAP NO. 5687 52 Z 74 59 lii 37 30 LAND 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR 3 1 I �''; 30 1” IRON PIPE LOCATED AT THE SOUTHEAST CORNER OF PARCEL 1 OF PARCEL '� `� K USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR ` �', 73 O I I MAP N0. 5687 FULL PAVEMENT WIDTH PRIOR TO PAVING. I i a,, W 60 I� 51 Z I 29 No. 5781 �I I I Z 1 �� '� 3 -►� o 4 I I , I DATED " �— 13. ESTIMATE OF QUANTITIES IN PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER THE cp, I ��°' �4�I, tiROGER 00DING L.S.5781 Exp.s/30/04 CONTRACTOR SHALL MAKE HIS OWN DEIERMINA110N OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. 'il ` 72 61 W ', ', 'il '� 50 39 W 28 Or CAL ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF 1 5 II, I _ I'� Z'' I ' it ZIII I PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY 1;4 62 I 49 I<' SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A & 401-B SHALL BE 6 71 I ii j 27 RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED BENCHMARK:TO THE CITY.I I dell CONSTRUCTED AT EACH INTERSECTION. l ,, I, I I I� ! � I ,o w I 63 �! I I B.M. 163 B ELEV. 1297.297 48 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF I I j 70 I 41 , iii �II 26 PRIOR OR OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY 24' EAST OF C/L EIHWANDA AVENUE AND 40' ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS Z I `I 7 I OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY NORTH OF C/L BASELINE, SET BRASS DISC SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. w I I I SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED IN TOP OF NE END OF 4X2 CONCRETE BOX I Z `i 69 64 47 42 1 I 25 PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE CULVERT. WORK I A X < Q 1 I PROVIDED TO THE CITY. 16. 0 SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT t I CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. I G I 8 ° 1,41 ,III 0 I 1 I 24 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO I I' I 66 65 4 45 44 Z 68 67 BASIS OF BEARINGS: THE START OF CONSTRUCTION. I II rn 9 �I �i`iI �� BEARINGS ARE BASED ON THE NORTH LINE OF 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL I '' w I I' 23 PARCEL 1 OF PARCEL MAP NO. 5687, IN THE UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS = W __ 1 CITY OF RANCHO CUCAMONGA, COUNTY OF SAN INCLUDING GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY I o (! 10 UH NTLEY DRIVE°—y^1� - -- — =1 --- BERNARDINO, STATE OF CALIFORNIA, AS PER IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. I j �\ — — PLAT RECORDED IN BOOK 56 OF PARCEL MAPS, n • _ 22 PAGES 9 AND 10, RECORDS OF SAID COUNTY, 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. I g �, BEING NORTH 88'59'47 WEST. i a 20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND ii ., 11 12 13 14 15 16 17 �°i< 1 Z 18 RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYORS ACT). z 19 2O a REVISION BY THE 5P CONSULTING GROUP 2t LOT A Ir 5 W 817 EAST KAISER BLVD. ANRHEIM CA. 92b08 3 C1141 921 - 8472 � - T_' 1 4 2U" 11.12.OZ SHEET NO. 7 AN 9 T140MA5 R. FETEf 5EN DATE ADDED TtzACT No. 1 334 IMPr��E�E�,Ts — — — e Lo L A TF D D e w L\C ON LCT I'_)!> BASELINE ROAD zl�� ADVVPDSCAIL A - S SNsE1✓T 103 1 O1 DESCRIPTION OF REVISION DATEITY SHEET INDEX APPROVE CITY OF RANCHO CUCAMONGA INDEX MAP SHEET 1 : TITLE SHEET STREET IMPROVEMENT PLANS SCALE: 1"=100' SHEET 2: CONST. NOTES, QUANTITIES, SECTIONS & DETAILS SHEET 3: STREET IMPROVEMENT PLAN — HUNTLEY DRIVE & VIRGINIA PLACE TRACT NO. 16051 SOILS ENGINEER/GEOLOGIST PREPARED FOR: underground Service Alert SHEET 4: STREET IMPROVEMENT PLAN — SHENANDOAH DRIVE & CUMBERLAND PLACE TITLE SHEET PETRA GEOTECHNICAL, INC. RICHMOND call: TOLL FREE AMERICAN E SHEET 5: STREET IMPROVEMENT PLAN — GAINSBOROUGH COURT APPROVED BY DAT o � � 1 -800 \ 9XOFESS/0 CITY ENGINEER R.C.E. N0. 24953 422-4133 27620 COMMERCE CENTRE DRIVE, SUITE 103 16845 Von Korman, Site 100 SHEET 6: STREET IMPROVEMENT PLAN — WESTHAVEN PLACE �`�S A• PFT TEMECULA, CA 92590 Irvine, California 92606 2 y cP F�J, c, DESIGN RECOMMENDED TWO WORKING DAYS (909) 699-6193 (949)756-7373 FAX (949)757-4333 SHEET 7: STREET IMPROVEMENT PLAN — BASELINE ROAD = z TAP QE�p of BEFORE YOU DIG w '- � , � No.35275 � 8175 East Kaiser Boulevard * Exp.9/30/03 * DRAM Anaheim, California 92808 SHEET SHEET 8: STREET IMPROVEMENT PLAN — ROCHESTER AVENUE clw\. Sjw (714)921-847 FAX (714)921-8471 1 of 9 ---1 ., - SHEET 9: TRAFFIC STRIPING AND SIGNING PLAN — BASELINE ROAD & ROCHESTER AVENUE �� cA1r� CHECKED . R.C.E. N0. 35275 DRAWING N . THOMAS A. PETERSEN r� CITY DATE 1-13-O 1 FILE NO. PROJECT SHEET NO. 1 OF VARIES VARIES CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES: 66' 8,' MIN.- 8' ,MIN.- 50 15 MAX. 50 13.5 MA VARIES 1 CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A 80,982 S.F. 33 33 38' 12' LMD ESM'T 36' 14' LMD ESM'T 36' ARIE 12,467 S.F. 11 ' 22' 22' 11 ' 7.5'14'-. 0.5' t4TV IE 4 VARIE 1A CONSTRUCT 4" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A 0.5'• 4 4 0.5' 1 VARIES VARIES 1 ' 1B CONSTRUCT 6" AC OVER 6" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A 14,161 S.F. LEVEL LINE (1. 7q (1. 7q 1 /4": 1 ' 1 7% 7q • 1 /4": 1 ' _ � �) 3: 1 MAX. .�� : 1 MAX. 3: 1 MAX. CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104 2,891 L.F. SLOPE '� LOPE SLOPE 3a-CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 100 34,936 S.F. 33TI=9.0 1 /4' : 1 3 TI=9.0 - TI=9.0 = 1 4 3 4@--CONSTRUCT SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. NO. 102 6 E.A. 0.04 1A * R=60 * R=60 1 /4 : 11 , * R=60 / &-CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 106-A. 1,760 S.F. * 2 R=60 TI=6.0 2 ROCHESTER AVENUE ROCHESTER AVENUE ROCHESTER AVENUE 56 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 106-B (L=14.5'; K=10') 1,050 S.F. NOT TO SCALE NOT TO SCALE NOT TO SCALE **( -INSTALL STREET LIGHT (5800 LUMEN HPSV). 22 E.A. SHENANDOAH D AND VIRC f'JIA PLACE STA. 7+57.88 TO 9+78.46 STA. 11+11.89 TO 13+47.70 STA. 14+67.40 TO 15+21.05 * 6G---INSTALL STREET LIGHT (9500 LUMEN HPSV). 5 E.A. NOTT T TO SCALE 7O-RELOCATE STREET LIGHT. 1 E.A. * R-VALUE IS TO BE DETERMINED BY SOILS ENGINEER AFTER THE COMPLETION OF GRADING. CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. N0. 104 810 L.F. 60' 9�CONSTRUCT RIGHT LANE TURN PER CITY OF RANCHO CUCAMONGA STD. NO. 119 LUMP SUM 30' 30' 10 INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET 1. 124 E.A. • 12' 18' 18' 12' 0T -BARRt�ADE-PER £fTY OF RANICHO-etre -0.5' 4 LEVEL LINE 4 0.5 12 SAWCUT & REMOVE 12" STRIP A.C. PAVEMENT, REPLACE IN KIND WITH FULL DEPTH A.C. 1 /4": 1 ' 0.03' 1 /4": 1 ' PAVEMENT. TACK & FEATHER JOIN TO EXIST. A.C. PAVEMENT 1,029 S.F. - 13 CONSTRUCT DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. N0. 101 (W PER PLAN) 685 S.F. 14CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. NO. 101 (W & X PER PLAN) 29,948 S.F. 3 - - 1 3 40 CONSTRUCT 8" MEDIAN CURB PER CITY OF RANCHO CUCAMONGA STD. NO. 104. 150 L.F. 2 * R=60 2 "INSTALL BY SCE, COORDINATED AND PAID FOR BY DEVELOPER THRU CITY TRAFFIC SECTION TI=5.0 C=3ERLAND PLACE, F&M-EY DRIVE, WESTHAVEN PLACE AND QAINSBORO" COURT TRAFFIC STRIPING AND SIGNING NOTES AND ESTIMATE OF QUANTITIES; NOT TO SCALE 15 INSTALL R1(STOP SIGN) AND PAINT 12" SOLID WHITE LIMIT LINE & STOP LEGEND. 5 E.A. 16 PAINT 4" SOLID YELLOW CENTERLINE. LUMP SUME.A. 17 INSTALL W53 SIGN & POST. 1 E.A. 'tid�fiRtt N-5 StGN & POST. _ _ -- _1 €A,- 19 INSTALL STREET NAME SIGN & POST. 7 E.A. 20 INSTALL R18-1 SIGN. 1 E.A. 12' MIN. VAR. 21 INSTALL R26(S) SIGN. 8 E.A. LMD ESM'T . 7' 60' VAR. Q---INSTALL R1O(RT) SIGN & POST. 1 E.A. 0.5' ' @-INSTALL 6.5' VAR. R2(50) SIGN & POST. 1 E.A. 1 r �4 -INSTALL G-7 SIGN & POST. 2 E.A. 3: 1 MAX. p,R% `vA %"' ` �5 -PAINT 8" SOLID WHITE. LUMP SUM UTILITY PURVEYORS. SLOP 26 CONSTRUCT PRE-CAST CONCRETE NO. 6 PULL BOX WITH TRAFFIC SIGNAL LABELING. 6 E.A. 3 1B ELECTRICITY SEWER SGVMWD CONSTRUCT PRE-CAST CONCRETE NO. 5 PULL BOX WITH TRAFFIC SIGNAL LABELING. 5 E.A. 1 /4": 1 ' 2 SOUTHERN CALIFORNIA EDISON CO. METROPOLITAN WATER DISTRICT SAN GABRIEL MUNICIPAL WATER DISTRICT �8 -CONSTRUCT 3" GALVANIZED STEEL CONDUIT WITH PULL ROPE ATTACHED. 248 L.F. *R=60 7951 REDWOOD AVENUE 700 N. MORENO AVENUE (818) 969-7911 FONTANA, CA 92336 LA VERNE, CA 91750 CONTACT: BOB STALLINGS 29 CONSTRUCT 2" GALVANIZED STEEL CONDUIT WITH PULL ROPE ATTACHED. 1,279 L.F. TI=9.0 1(800) 655-4555 BASELINE ROAD (909) 593-7474 FOR BASE LINE ROAD CONSTRUCTION CONTACT: 30 CONSTRUCT END CAP. 2 E.A. STA. 50+59.80 TO STA. 51 +88.82 GAS OWNER DEVELOPER TELEPHONE 31 SANDBLAST AND REMOVE EXISITNG STRIPING. LUMP SUM NOT TO SCALE � @-PAINT TYPE IV ARROW 8 E.A. SOUTHERN CALIFORNIA GAS CO. RICHMOND AMERICAN GENERAL TELEPHONE COMPANY 1(800) 427-2200 16845 VON KARMAN, SUITE 100 1(800) 483-3000 33 PAINT 12" SOLID WHITE. LUMP SUM IRVINE, CA. 92606 (949) 756-7373 34 PAINT DOUBLE 4" SOLID YELLOW. LUMP SUM CONTACT: TERRI KELLY 35 INSTALL RPMS 4" SOLID WHITE PER RANCHO CUCAMONGA STD. PLAN NO. 133. LUMP SUM WATER CABLE 36 INSTALL RPMS 4" BROKEN WHITE PER RANCHO CUCAMONGA STD. PLAN NO. 133. LUMP SUM 9641CUCAMONGA COUNTY WATER DISTRICT COM1205 DUPONTT (.l INSTALL /REPLACE, AS NEEDED, TYPE "H" MARKERS ALONG RAISED MEDIAN. LUMP SUM 9641 SAN BERNARDINO ROAD 1205 DST. RANCHO CUCAMONGA, CA 91729-0638 ONTARIO, CA 91762 38 INSTALL BIKE ROUTE G93 SIGN AND POST. 1 E.A. (909) 987-2591 (909) 983-9895 �' 12' MIN. VAR. LMD ESM'T 13 40' VAR MARKS CABLEVISION 0.5' • 4'18.5' VAR. 10808 FOOTHILL BLVD #120 1 '~ RANCHO CUCAMONGA, CA 91730 r (909) 987-6275 DEMOLITION NOTES AND ESTIMATE OF QUANTITIES: 3: 1 MAX. - �AR% ��r.=- SLOP 1D---REMOVE EXIST. CURB AND GUTTER. 35 L.F. 3 2D-REMOVE EXIST. CROSS GUTTER. 855 S.F. 1 /4": 1 ' 2 1B D3 -REMOVE EXIST. MEDIAN. 18 L.F. * R=60 T1=9.0 BASELINE ROAD PLAN LEGEND STA. 52+44.55 TO STA. 55+32.25 CF CURB FACE NOT TO SCALE Tc TOP OF CURB FL FE FS FINISHINISH SURFACE LL APDED NO. IIo33- IMPROVEMENTSATY 12' MIN. 64' PP POWER POLE DESCRIPTION OF REVISION DATE APPROVE LMD ESM'T, 7' 50' 7' j A.C. PAVEMENT OVERLAY CITY OF RANCHO CUCAMONGA 0.5 6.5 VAR. 1 ' -1 F CONSTRUCT A.C. PAVEMENT 3: 1 MAX. STREET IMPROVEMENT PLANS SLOP GB GRADE BREAK TRACT N0. 16051 3 1B SOILS ENGINEER/GEOLOGIST PREPARED FOR: :�. 1 /4": 1 ' 2 PETRA GEOTECHNICAL INC. RICHMOND CONST. NOTES, QUANTITIES AND SECTIONS * R=60 Underground Service Alert Ilk TI=9.0 o Call: TOLL FREE AMERICAN o�Ess� APPROVED BY DATE 1 -800 QR O,y CITY ENGINEER YJ/&�j R.C.E. N0. 24953 BASELINE ROAD 27620 COMMERCE CENTRE DRIVE, SUITE 103 16845 Von Karman, Suite 100 STA. 56+46.25 TO STA. 58+08.74 WX422-4133 TEMECULA, CA 92590 Irvine, California 92606 rF � � �J,�y DESIGN �p RECOMMEND NOT TO SCALE TWO BEFORE RYING DAGYS 909 699-6193 Z ( ) (949)756-7373 FAX (949)757-4333 No.35275 Z TAP cl * Exp.9/30/03 8175 East Kaiser Boulevard * DRAWN Anaheim, California 92808 SHEET cfv1\_ SJW (714) 21-847 FAX (714)921-8471 2 OF 9 ,C �•* R-VALUE IS TO BE DETERMINED BY SOILS OF' cmt n 35275.N0 R.C.E..E . C . R ENGINEER AFTER THE COMPLETION OF GRADING. CHECKED DRAWING NO. THOMAS A. PETERSEN 1763 j CITY DATE 'j' ;'01 FILE NO. PROJECT SHEET NO. - OF yL Uy V.(,.U.c,. L=43. 16 0.c. m ,, I FEST TOP OF CURB BENCHMARK: 100,00 V.C.0.C. mi �14 p o � -�° 011% 2P.l.=1322.93 v "/4 1¢ 1¢ Q 'cn �, o �o B.M. 163 B ELEV. 1297.297 1330 °g NORTH TOP OF CURB I' o ► 1330 1320 v NORTH ST OF C/L ETIWANDA AVENUE AND 40' ' OF C/L BASELINE SET BRASS DISC Ca Lj V p O oo N O r� <f J J v IN TOP OF NE END OF 4X2 CONCRETE BOX � ~ o ~ j j � d N � dL6 � hp N ��v �v co � � � � � N CULVERT. � p O00 mV W V O + N "� N � �o � � v� � VJ �^ O V I� o 00 �"� n + N + 00% ►� p O N O j V O p O O N N tea, to p ', O ~ o ~ p o o � ^ ^ M, 3. O + pr"� o N O ►� rn N � -�•009' N ►� ►� O „ ►� o I� o\., N�,�; + ►� v `� o 0 0 v �, -� ►� ►`�' r� � oN moo oN � �' + �, I Ao ", ►N U,^co O v SEE SHEET NO 5 � � oma' O ` ' m �� ,,Lr) � ^� 0om ' ooO � + N `oA ^ ^ m �^^ � V � V - 0Io Lu ^ + N O � Nrvj � � + N � NN ►�rN O � BOO ^ �^ 4 14 01 {�2 13215 _ ^ ^ " " 120. 0' V.C. Z � W � N ,N ^ "� I o ^ `° O o^ I ti v O Oo �' ` X-CUTT P.1. 1324.60 �, �4 �4 �¢ LQ D L= 283 O.C. N r,< ""t. �o on 00 0 v Q ER Q I W O v .+, 'A N °� +'� N p co �, o v Q) oo � I Tl-1.009; ZT2-3. 129 s Lw L=54.98 0.C. PORTJON o� �,,�,� ►� o NORTH TOP OF CURB L=71.93' `�" `'' Q „ + ^ ^ o 0, 100.00 V.C. �, Q �, TO =41.08 0.C j ±`�' �' +N � v > L= L= L= = Q TRA NSI�ON URB P001320.21 C/L FINI H SURFACE CE 1330 PORTON ^ to J W P.I.=1322.90 m , v,v = �` � �' 1330 1325 � + Tl -1.009; T2=1.009 1 25.00 25.00 21.93 W W L ^ ''7 1325 v 120 V.C. � N v "2 v 3 1 rr d: O W m 0 ^ L=88.;24' 0.C. o °0 cfl EXIST W �0 00 '�� o "'� oma, o � � o � o �` °0O n 00% Z! MEDIAN 50� rn O o I"v o N + W O co °0 W Qj +Lj'jN p+ N � � Onto 000 O � o0 00 ^ oO Q) LO a o � � ►� 1,979- 2 Z O , "� + o� 1.509' N '� � � �n ON � ^ pN � � 00 + N cV N + O �� O W I, C� -1.009,' + cV r\ "� o r� + N__ + N + N + ", ^ '� 1325- O- - � -� �, O�'' N 2 - - 132 0- L4J :Z: �t- TQN+ Cr'4 1LO 'tet- � � � > � cV � . I� �rr r� OhoLQ cn W EXIST. CIL "' � ^ N � O OJ^ °0 p � � A N O �p ►� � O � o � O � �rYj p O o FINISH o �' p h to L6 �' o0 0 '� "►� �rj O � O� ON =(n N 0i ^ + N O co O O U � O + + N O O O O O N O O + N + mcg moo ^ SURFACE o „ o ►� o �,I� o leo + N + �,o � py O ^� + N41 � 2j VN ^ ^ � � � � p �O �O � OO sg o ► , + �, a, �o �, + �, C/L FINI H SURFACE �-o + N + N A ^ +N N '? P-j "' o � O M' ^`�' ^ EAST TOP OF CURB ^' m ^ � N " 1330 1325 W o 100 00' v c. P.I.=1321.23^ 1325 330 - 120.oo V C. + �,+ So% �^ ' �u T1=-1.009; T2=2.509 Lu 22s 0 i-`5q -11259' T1=-3.009 1.=1326.35 ^ ^ SOUTH TOP OF CURB Oq, - 6oq SOUTH TOP OF CURB 3. 0�¢ 0� ~ �X29,' -2 5 T2=-1.009 2.50% � "¢ y�9' �/4 �=1.009 g0� 2.5 � 0.J07. 0.467 i 132 o U. 1.3 1.80% . o m o po o -1 1.507 1.017 `4' m v ', I v o 0 o l� SEE RIGHT v Q ^ �,W O `, m N N J rn o I, p ►� V I ., o ti o V V W 2 v � I ^ 1 p ort- �, � Z I m I� O v o^oo �, O 00 L6 o to HEREON �, m~ ►� '� v �o v I �' o ►? ^ v d Z 100 �C� Q6 O� m� m m� °0 O�o�oO �� ^'� + � 000 �kl v ~ C) 00 �� � I mV O + N N N C7 00 m O U 00 V O r'� ^ W m O O N N h O V V U I� C� I I ~ �o N O o W r•j OOp,N � „ p., C�^ L,O N�,� 'F'� N p� �^ ±cV ^,►"'� o ^ m Um V O "' 1 ~ ^ gip~ p0 Lr)" �' o + N�/4 ¢ �/¢ �/4 ^ O�00 U I� V Qb O N J O O~ C�O b ^ O ^ ^ N �'► N 1 °""� .�' O\ cfl + ti O m ►- 'Yj _ N N N o^ o L=4 .99 0.C. W ' )C� p< 1 0� 00 N O N O O p O V V V m V mN ^ -I � Lrj ► °� O r� 00 O W ►� C� N W C7 m^ ^ N � � Lu� mrN Oi�j 'N ± rN ^ N� ( 00 �� �� I ^ 2 m m► m m� �O I N Npp�N ± ^� o L=11.80' 43.59' ^ ^ ,? "� +'� N o o� 1 O <'`� 0 p 0 "' + o N f-)r--) L=10 .50 0.C. 43.60 L=17.8 PORTION L=163.39 0.C. ^ �, ►Y, ►,�,+„� r\ \ 1 N �4 14 �¢ 25.00 18.60 QC) N ,r, o^^ 0.C. 0.C. 0,C. 120 V.C. ^ ' POR TION' ^ '� + "� 100' V.C. ^' W m^ L=112.�6' 0.C. 0.C. 0.C 17.80 HORIZ. 1"-40' ^��4 A14 ��¢ L�¢ P1=1320.21 L=17.80 43.59 43 60' 0.C. 0.C. L=54.98'0.C. POR TION VERT. 1 4 , 0.C. 0.C. 100 V.C. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+00 BASELINE ROAD HUNTLEY DRIVE CUMBERLAND PLACE GAINSBOROUGH COURT WESTHAVEN PLACE SEE SHEET N0. 7 SEE LEFT HEREON SEE SHEET NO. 4 SEE SHEET NO. 5 SEE SHEET NO. 6 s 6 0 3 = 3 I o w o o n w t 8 o 4 6 w ¢ � 0 0 6 3 U � 018, 18' 1 24 I w ! r Xo o + Nco� oo =� , 46 Lo 18 I t -� 0 0 2 18 18' T Q _ 6° �° �' b cv z a o^ ozo FS w r m - � v w `O'S TA. 11+01.56 EC I I I 00 - w + LLJI Now 14 14 6 WN o CO 8 F + Qmoo �� _+ U + z U m z s w w Q Q + _ WESTHAVEN PLACE I o I J cn_ W o+ � rn of m Q 14 r� 7. Q '' o m 14 00 -C4 LJ w z N BC ml cn � Q � � ao � � o r` � w � c� oocn W 0 1C w (� 0 67 - rn 14 N t\ M _ + °' 6 14 14 r` EXIST:' Q ,ri o o u� 14 �_ r� ai 7. z w o I Ln U 3 9Esm �cZ6 U U rn o O II O s I o 45 z I o � � + o � � N 0n II .� coo N o � ~ + o > = o o+ Q I 1 s. MEDIAN � I 4 , g P (nv o_ o+ � + � '- N + o + o > or N o o _ _ Mr � z _a N �r __ I o 0 00 + o c� rn ,� 4 1 + � _ N z -a 3 r� + z r•�46 w o 44� ori I I �n I ST. STA. 14+17.18 m I Z Q Q J Q J Q J to W + O r� r� _1 + o D cD O + N I { E �\ \ ~\ + � dmoo Nm Q + �n3 + � o dm I + ,n \ "' I I I J o� 4 C/L C.B. NO. 3 vi (n cn U vl U � o �- (n .0 2 �^ x'� ��T 1.0� cn U Q I + + c5- J 3 N + Un (n o n.,� ry 10 TY ' , s N Nc�� w d � N d � o � V ¢ � Q + � + N � o �° III �i '' N W=14'-0", V=9.82 UQ 1° b Q �\ Q S �' F-\ -� � U � D ,� J Q - 16 3+ 6I 1 y fig. (n U d h°' Zg (n O 1.0 5 S (n 1 ,x+00 r` I F� II o f- cn 9 a -� d -� cn U II d J \ °�F EC 0 15 „+00 LOCAL DEP. CASE E) (n (n U 3 0 (n I I F `7 \�-\ (n U 3 w Q N U 19 24.82 ` ��\ +,.7,• 3 � H � v' U � U N� � N F� � � s m N 0'04 35 0 - 15 c190r 7. <'47.76• ss. 3 v? II 515. II STA. 14+28.71 HUNTLEY DRIVE C/L INT. + m FS \ _ _ L- .94• 44.0 r 1 Ori o 2 �� 4 �� 5� 24'98 10 TYP. Z o �* I $ =STA. 12+16.32 VIRGINIA PLACE 10 U 2s.5r7 �\ A L ?� " - --- 4 ti + �J/ Fs WLLI o } t J _ F d c0 1 28.E , �/ - - I Q I 44 10 TYP. Z w N86'10 34"W ,,,� 1 M Li F o 01 To <�� 9 G m 10 TYP. o •� ti8°3 /ham�+---- - - - 2 19 ��`�� D ti"'��� o0 19 2 s o � 4. - z w ,211 _ \ 3100 0, N89'11'06"E ,4+00 - - T'T ` ti .�ti�. `` ��ti 2 N C - - - �3s Q? STA: 11+72.07 BCR N � 0 �s �� ti"''� W O0 `�� E s F �� 1 ti�F� ��, 2 Fs W � -3 w I I r ST. STA. 11+09.90 U 17 I LOT '�a, - + - _ 4 �`' ��•�� N Q �) I C L C.B. NO. 1 rn (n I I I I J 6.64 m w CL Q eaT n9s -7.e 4 ►- p o W=14 -0', V=5.61 8 L=17.3r 23.76' Z - I T I Q x=55.01 x-23.'3 Vr - 57' 1=15.7 _ 3 -5,x 3 79 39 1�� �S 3,.7 M �;ni I I I LOCAL DEP. (CASE B) � I 43 U w oNo ^ 10 TYP. r� rn = ��� ti'F� �' ,.60 -35,1 v W C> `n"O ~ STA: 10+91.90 ECR I U - _ o 3 Qi Q c� U m a 15 w U 3 3 �yJ a 3 ►= ¢o+ XII I I 1 xoRrx U Q O O 00 st Q) W � 3 + J W N } W w m > (/) Q F- W I I I w \ + o r rn N N + Nro 3 + 3 � _ 3 o C) o (n I -o-Ij / GRAPHIC SCALE O � O p J O + r� 0) 00 r� CQ� N W N 00 M r� W� o U � J O LSI J M (n I I Q Z I I J �'� U \ Q O Q � � N Z -� Q J o Q W Q W + o + 00 U w U I m 12 U ,4 z 14 C) = W \ (n U + 17 <\ �-\ �, o � ,n 20 i=' N 6 +0 0 20 4o so ,aa U U 14 14 13 (n W Q J Q rri o o (n U 16 6 � (n U Z r �; 14 14 SEE SHEET N0. 7 SEE LEFT HEREON 6 0 0 14 V 0 J� Q 14 14 14 + 14 = O HUNTLEY DRIVE CD 14 � � 3o N 1 C) Lor) ` 22' 22' T111oo BASELINE ROAD - -- _ _ � o ( IN FEET ) C1 0 3' 3 a 00 0 1 inch = 40 ft. o jl 6 ' N ,nVIRGINIA PLACE SEE RIGHT HEREON CONSTRUCTION NOTES: HUNTLEY DRIVE VIRGINIA PLACE 1Q---CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A. 1A CONSTRUCT 4" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A. DESCRIPTION OF REVISION DATE CITY CURVE DATA APPROVE 0--CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. N0. 104 CITY OF RANCH 0 CU CAM ON GA 66' � 60' � DELTA RADIUS LENGTH TANGENT 3-CONSTRUCT 4 P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. N0. 100 33' 33' 30' 30' A 87'10'47" 27.00' 41.08' 25.70' 11 ' 22' 22' 11 ' 12' 18' 18' 12' B 107'10'47" 58.00' 108.50 78.64 (D-CONSTRUCT SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. NO. 102 STREET IMPROVEMENT PLANS 0.5' 4 6 4 0.5' 0.5' 4' 4' 0.5' C 10'00'00" 102.00' 17.80' 8.92' 5G-CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 106A. TRACT NO 1 fi051 LEVEL LINE LEVEL LINE D 91.49'07" 27.00' 43.27' 27.87' 1 /4 : 1 1 .7% 1 /4 : 1 1 /4": 1 ' 0.03' 1 /4": 1 ' E 90'53;29" 27.00' 42.83' 27.42' *Q6 -INSTALL STREET LIGHT (5800 LUMEN HPSV). HUNTLEY DRIVE & VIRGINIA PLACE til% F 89'06',31 27.00' 41.99' 26.58' 10 INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET 1. r G 111'35'22" 58.00' 112.96' 85.33' 14 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. N0. 101 (W=16' & X=3') PLAN AND PROFILE 3 y - H 90'16'10" 27.00' 42.54' 27.13' 0.04' 1A 3 3 1 3 I 91'35'22" 27.00' 43.16' 27.76' "INSTALL BY SCE, COORDINATED AND PAID FOR BY DEVELOPER THRU CITY TRAFFIC SECTION APPROVED BY DATE o� 0� 2 * R=60 2 2 * 2 J 90.00'00" 35.00' 54.98' 35.00' TRAFFIC STRIPING AND SIGNING NOTES: oQaoFEs�s� ✓ TI-6.0 R-60 A CITY ENGINEER R.C.E. N0. 24953 K 91',35'22" 45.00' 71.93' 46.27' �� S F � DESIGN RECOMMENDED c TI-5.0 L 87'10'47" 45.00' 68.47' 42.84' 15 INSTALL R1(STOP SIGN) AND PAINT 12" SOLID WHITE LIMIT LINE & STOP LEGEND. y=P ��' TAP VIRGINIA PLACE , W Z 8175 East Kolaer Boulevard HUNTLEY DRNE M 02'33'03" 1982.00 88.24' 44.12 16 PAINT 4 SOLID YELLOW CENTERLINE. No.35275 DRAWN Anohehn, C llfornio 92806 SHEET N 04'38'20" 2000.00' 161.93' 81.01' * Exp.9/30/03 * 71 92 - 72 FAX (714)921-8471 NOT TO SCALE 17 INSTALL W53 SIGN & POST. C1V„ s,lW (_ 3 OF c 777 NOT TO SCALE 0 04'38'20" 2018.00' 163.39' 81.74' * R-VALUE IS TO BE DETERMINED BY SOILS 19 INSTALL STREET NAME SIGN & POST. 'dor CAU CHECKED THOMAS APETERSENR.C.E. N0. 35275 01 DRAWING NO. �( ENGINEER AFTER THE COMPLETION OF GRADING. 1763 CITY DATE 3/13/01 FlLE NO. \c PROJECT SHEET NO. 3 OF BENCHMARK: C-T 1yp. 1b334 ORTH TOP OF 6 CURB B.M. 163 B ELEV. 1297.297 24' EAST ETIAVENUE L=154.37' 0.C. 2 - Tt T C' 1350 1350 -. -0.3 9 NORTH OFOC/L/BASELINE,DSET BRASSAND DISC40' 3 10 � -4.36qIN TOP OF NE END OF 4'X2' CONCRETE BOX � 3.10% WEST TOP OF, 6 CURB 3.10% _ TIER 3.10% o O CULVERT. v oo m O o� oo� X C 0 0 0o O o1­0N +� + 3.05q z oo� �; A �m �,Ov Lr)O� v rn Lr) o� O ^� V 00 ON �O N WV J �� HOZ Aj � � ^ v ^ N v o 00 �� p 4 4 ' 4 4 �o� ,,�+ v + ^ ^ O U p N V �I U O ' 00 �p O pj o0 V W 0 3.15 O oo� m �N �,o ,,� + v ^"' ►�.,., N� L=56.37 0.C. + �, ON O oo +�r 0���� O coh r7 �"�O + v D o A PO 170N OF 4 4 4 4 Z 3.10q �� �+� �n mcoov °' + +�� `��' -���- TRANS. 8 ^ O 2.60% �' °�r-i�; OCT ND. 1b334 .l TO 6' CF 1010 VC o "+'^ � ����� � ►^ �►�� � T.C. -��� 4� � L=41.08' 0.C.1 W ^^ 1� U 1350 1350 (- 4.o PI- 49 8 1350 1330 Do `� ^ L=6354 I- �' o . 7 0� do C L FINISH SURFACE ��� LQ � 0.C. F QC) �, �, o � CIL FINNS SURFACE 3.1 oq O O O p � '�`� ? p v m �� QL O O� W Z t` O Q3 -CIOv + v O p� v I� 7W�T "r`�v o� Im �r< O �p nj � Lr) rN ^ � O Nr'' OO 00� O � � N `off 00 IL2Z = O + � Qs � ^ ^ V O WV �o O+� +v Lr) O W ^ O � O^ ^Qs rn CN ^ oo� O + v Op ^^ ^ O ^ � N � O ^ d ± o O o °0 v + �, 0 100.60 V.C. o 2 3 Lo r_s `O M'z �CT Ib33Q' W P1=1349.31 W �` T T.C. 1350 1350 T1=4.049;' T2=-5.869 �, 1330 L=1 s o3' 0.c. ^ ^ �� 2.459 EAST TOP OF 6 CURB 1350 `� ►� EST TOP OF 6" CURB -5 98q v o � rn � (4.6700 W 00~ oo Q) r-, ►� + 3-15% o v v = 109' o� o (zsca o o O ^ 3.l 0 v o o v-� `o' mo�n o o O c� v v c� °0 co 00 0 ' + ►N "� ` o v- + In v o o o 141 ' ^ O m� O � cl ~ ~ ~- ~ so N- N O 00 � ^ "� O+ "� N V ~ V O N O ^^ O~ v ^ v0� 7^ Nom ' O un N � N O r\ "� + ' + O ►� N 3.04 O 'er m �; �O+ +v Co �o �,+v' +rr +rr �u m O "'� �o rn ►+�; z v- rr rr ^^ tnn It- 3.1 Oq ,� ,",� N �o LC q4 rya °/4 9'+ + ^ � O + + �4 A/4 �/4 9/4 1330 ^ ^ L=61.30' L=56.37' 0.1C. ^A PO TION OF ^^^ L=43.83' ; 0.0 TRANS. 8 100' VC 0.C. TO 6" CF P1=49.27' HORIZ. 1'-40' VERT. 1'=8' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+00 CUMBERLAND PLACE SEE LEFT HEREON ROCHESTER AVE' SEE RIGHT H 0 SHENANDOAH DRIVE SEE SHEET NO- m 6 6e' 3 m s 1 _ RIES � Ti J �a 1 ti` 18'` 18' - rn �- m w 14 6 + + o STA 15+88.30 E 00 o 36' N a STA. 11+61.81 BCR �-�� 77 Li co 6 ,� o }o �- 4 QJ � 3 Z �n J - 7D r\ 3 0 =rn 50 Q a r 14 0 + 3 + Co 000 �- Cn U 3 00 O O C-4 J Oi 8 V7 (n U c0 t` w � 14 � a0)' Ln 11 22 11 + J+ N ''�. .7' K' W 1n m14 N 00 + < J a c~n U - ��- _ I = 14 00 co Cn c� �o - c a d J ~ �h 4 I o U 14 14 6 c� ,,, 0O + 2 h. z "sR o 14 w N � K) � � 0' d s cn N N U Z Q STREET 1MPROYEMEKTS Z N ,2+00 0 0 43.59 U m 't o 00 cv N 3 N P �''' PER TRACT H0. 1(.'33 4. M " 10 TYP• - o ao 14 w o 00 00 0 = co r ,4 00 o Q J 15 cr 4 ° 4 STA. 15+41.59 CUMBERLAND PLACE �1 =STA. 12+04.45 SHENANDOAH DRIVE 0 10 9 14 ao ul) ai c� + 3 + �- I i 3 72 - Q N82'45-17" "+o0 1 � 76 O + r N � r d N � }s(� J 5+ � � � � QJ NU ryti. Q w w + + r. p D (n F- .15.00 -- - h 2 M Q F- J D O J v v, U -� � N 3 55.00, - 4 s s , 1-e.a U Q v U cn U cn U 203 4 _ LOT A 4,z c.o.oy, c~n N 10 1.34.92 oti�� B 19004 D g - CSW I-- ' Pd:P}RE Q�/ N �'� 19 - 5.65 7.ar 1.59.76' } �O � N04 25 37 _- o O�C. 1 ss {} 2 14+00 - A A TRACT BOUNDARY _ - = 4 • 75 (BY OTHERS-)- � 3 2 Fc cp rn 6 O ; 18' �. �� -�'00'127A 9� z �, 3 �o - _ n+ s� oo N08 - a �yJ0' 3 `, �I - 12+00 _ - }{ _ ,5 N ,? 0 36 =;y STA. 14+90.10 ECR N01'00'13'E Q7- I 2 �� ' . u - 1.29 27.26' 28.03, wit) p ZL M � T b � 6 ' 4. Lo o 00 6 CD � G y - - - - 34 0 3 mcr CILui _j + o N + o °' N �_ 74 x .Syl xx J _ - - _ L=20.95 Lr) O c) Cn Q In J + H- O + �/1 p!� 1 tP tS B_.6. L�55.34' Cp S 00 H O O �( D li ! + Q J �.�% a, 2x.48' =30.53 �=55.09' Z (n � NO v N o 74 75 0 � 76 J Z Q J Q N U `° o ET . 09� 10 YP. o N } oo } r� + J N o + a N U d cn w SHE `E N ? o s CF) r- 72 + 3 + X73 � + Q J w z cn U 14 Q SEE STER AVE. Q 3 w w � � o N n+ 0' M � QJ �- � mw 14 N NN C L ST. LIGHT E� N -' uri + r3 71 +C14 o - o '- N v v Q "' U c=n 6 ROCHE s �n N ± N 70 N o Q � N N U N 14 N 14 �, SEE RIGHT HEREON cn a + d J J ~ N 14 14 6 "'� CUMBERLAND PLACE tiF��l o ; U 14 14 + + U N 6 14 `n NORTH - HUNTLEY DRIVE N Q SEE SHEET N0. 3 �n �� SHENANDOAH - CONSTRUCTION NOTES: pp pp lf� CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A. 'L 66' 'L 60' � 1A CONSTRUCT 4" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. N0. loo-A. GRAPHIC SCALE 33' 33' 30' 30' � 40 0 20 .0 � 160 � IZEVIhtiD PEK TQpc,T l(v334 New IMPRovvMt✓1�1T5 //• r,/•fes 11 ' 22' 22' 11 ' 12' 18' 18' 12' � CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104 0.5' 4 6 4 0.5' 0.5' 4' 4' 0.5' 3a CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 100 - - - - DESCRIPTION OF REVISION DATE APPROVE LEVEL LINE LEVEL LINE 4 CONSTRUCT SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. NO. 102 ( IN FEET ) 1 /4": 1 ' �% 1. 7 1 /4": 1 ' 1 4": 1 ' 0.03' 1 /4": 1 ' CURVE DATA inch = 40 ft. CITY OF RANCHO CUCAMONGA 1 . ?% / DELTA RADIUS LENGTH TANGENT CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 106A - STREET IMPROVEMENT PLANS 03'34'35" 1000.00' 62.42' 31.22' **(D-INSTALL STREET LIGHT (5800 LUMEN HPSV). 3 0.04' 1 q 3 3 1 3 B 03'34'35" 1018.00' 63.54' 31.78; 010-INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREETTREES ON SHEET 1. TRACT NO. 16051 C 87'10'17" 27.00' 41.08' 25.70 * R=60 2 T BARR! ADC- PER QTY OF RANG! CUCAMONGA- STD. 100.00' V.C. QZ: BENCHMARK: m P. =1329.65 L=129.02 0.C. LA� B.M. 163 B ELEV. 1297.297 L= 2.54' 0.C. POR77ON WEST TOP 0 6 CURB 100.00' V.C. v m �' 24 EAST OF C/L ETHWANDA AVENUE AND 40 o o v 1340 NORTH OF C/L BASELINE, SET BRASS DISC A14 � A/ W v o `` rr o 0 0 3.50% v IN TOP OF NE END OF 4'X2' CONCRETE BOX ti O o o co `� O +►"� v o CULVERT. = o2 O00 O � O� O � � + N� � N o � O Q') Lr) Nod Lr) L6hoi + � "� � 3.57q o oo� m voo � "� � °' N N N �O O � Lr) O+ N ^ ^ ^ r^ ^ ^ O OIC � o� p0 N r,0 ►0Ur'OVIN^ + ^ r0 OIC Q) Lr) + +� r,< °0N� O � ^ ^ N ^ OQ Lo ^ ^^ ^ I X009' + " " 100.0 V C. PORTION1-50Z �� � ►� h Oq 100_00 V.C. P.1.=1338.40 100' V.C 2r �` P.I.-1329.62 '"� 100.00' V.C. T1=4.41X• T2=3.509 CIL FINISH SURFA CE 1620 P.I.=1325.21 � o a 1340 �5 °p T1=1. 709;• T2=4.419 cn m o o `�' W o o O Z o � � � Q) (a) o� `nom noo + � � Co o � � �o\ o �, OHO Q) N0o o� � O r0 + v- Oo o (n � O � � � ��� N p o U0 O�W Qs Ln O Ori �I- rNO +N ± � � N 3 O� m � O O � � ��� � O o� Q)1-" O+ � � N � ^ ^ � O� Q) 00 00 L OO r� + - ',N- uj00Ono + ►7 o V oN + +� X000 N ; o � _ - - - - - ^ - - ^ ^ ad + W o v o►� + oo 0) + P. -1343 23 �� o� ^ II, " " T1=4.869; 1. 7q m 100.0Q V.C T2=2.009 0.9590 0.32q 0.329' 0.9 = 100.00 V.C. +� c� P. =1329.65 ^� T1=3.509; 38.37 2.145 1� 4� CQ L=4327' 0.C. POR TION v p T2=4.869 � 2 459' 3 0 X100.00' V C. W o`� EAST TOP OF 6 CURB m _ 1340 � O I� � � V m � ~ O O� Lj ti C� ti m rF r7 > � U O 4" �14 �4 �14 ^ � v o Q) � � � o L� 3.50% v � � o I O I ' rr- �, `' I � 'IJ C/) W V O o o rF O � ^ O O00 O Oh O + N� O U �� 00 �� V ri n O '� D V zo rn '� � d o � oo O � � � oi + � ',? � 50q o our" ai � o � � r\ �? � N ,`� �" ,�� m �/4 A/4 /4 /4 O rn ri + o ►� + N ^ V o O + rr N- 350% ^ h = N ON ^ r7 In n a, ►r, c��v ^ ^ + ^ o '� o ^ ►� L=34.82 L=34.82 L=34.82 L=34. 2 #3- - - a ^ o ^ v o o, v + (46 + � rr^ �+ 0.C. 0.C. 0.C. 0.C. v 100.06, V C. ^ POR TION L=2 .32 57.53' 0.C. L=139.28' 0.C. 57.53' 0.C. - Lr �,- ► , ►� L-29.32 '� �00 "' ^ ^ °' P.1.=1338.40 100' V.C. 0.1C 139.28' V.C.0.C.; P.I.=1344.97 0.C. L ^� + � T1=1.25X• T2=-1.259 1320 L=133. 75' 0.C. w , HORIZ. 1'-40' VERT. 1'=8' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HUNTLEY DRIVE SEE SHEET NO. 3 m o' 3 C Of 18' 18' 1 14 14 14 a Cj 14 6 a Q c r 14 m 58 57 0 56 � o o m �. 6 14 � o z ori w >- U � ! /�\ NORTH O w a 14 00 + ^ � 00 + CO ^ J J N O U U 15 m Z o g o W v Ln oo cn m 14 14 w °° rn > O 5A o N o i se Z v w co ,� v N ,'� rn 61 + 60 i Q J `f' Q z N ,r, + II .� L M 63 + + 62 `� rn X - \ Q 00 U a1 ti' �,A C� c6 00 65 O O > C A c�j N N a0 0 m J cn U N U cn Z .'` O� 3 6 c,, O c Q + Z_ _w V�'F 0+0 3 O Co Co+ 3 + Q -1 ha- V �,0 `�� J GRAPHIC SCALE O m 124 j 2 O + Q m O O + Q J Q N 0= \ (n (n =Tvo! � i o 32 cn o 1-- cj-I - o F- \ '-- Cl N U 3 �.ss zT =,zee Q O + F - cn Q cn U N J Q ,2za v �Q Z 1 40 0 20 40 so leo o CN 19 d _' it oou 3 Q v ci 10 ss.e d V) �- V) U 3 Lo cn U L.54.44 0.86 �� 4 - -- - cn II ' 8 ( IN FEET ) _ _ N - 0. NO2'47'15 _ 8 5 �• ---'1 F� oo I A 1 inch = 40 ft. I 15 ^�� N06'31127"W _ iD2 „+oo 'S�� F O0 ' °° �� K B _ 1 ,z+oo 2 � C N01'00'13"E D 37 � �- - �_=7.06 o � °�° � � Q 1�0p 3. Z 23 93D J 1 O 37.0?/ 9z 55.27' + 3 ^ T I r. =ss. u O 3 0o rn cD 'n =� `�' a o w O TYP. 3 r� N oo rr) + 00 F 18' 18' + ckf JU 00 00+ 00+ M ~ \ 52 ~ \ `� J 53 54 Cl J 55 3$ o, t to 46 51 J o N - 6 4' "' 47 � 48 49 - ,n/ N c� 14 14 N Z 14 Q No cn N U cn U (n U 14 6 v' 14 6 18 ,+� w 6 14 14 14 `� 60 SEE SHEET N0. 3 L� �EvIS>:D :Mp�ovEM>yt,I>� PE2 't"�AL'f 133 //t/�z 30' 30' HUNTLEY DRIVE DESCRIPTION OF REVISION DATE APPROVE 12' 18' 18' 12' CONSTRUCTION NOTES: GAINSBOROUGH COURT 0.5' 4 LEVEL LINE 4 0.5' CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A. CITY OF RANCHO CUCAMONGA 1 /4": 1 ' 0.03 1 /4": 1 ' CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104 3a-CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 100 CURVE DATA STREET IMPROVEMENT PLANS ' DELTA RADIUS LENGTH TANGENT TRACT NO. 16051 3 = 3 CONSTRUCT SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. NO. 102 A 210'00'00" 38.00' 139.28' 141.82' G A I N S B O R O U G H COURT 1 **(6 -INSTALL STREET LIGHT (5800 LUMEN HPSV). B 15'00'00" 112.00' 29.32' 14.75' 2 * R=60= 2 10 INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET 1. C 91'49'07" 27.00' 43.27' 27.87' PLAN AND PROFILE TI=6.0 D 07'31'40" 1018.00' 133.75' 66.97' 14 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. NO. 101 (W=16' & X=3') E 07'31'40" 1000.00' 131.38' 65.79' APPROVED BY - DATE GAINSBOROUW COURT **INSTALL BY SCE, COORDINATED AND PAID FOR BY DEVELOPER THRU CITY TRAFFIC SECTION QRpFESS/ CITY ENGINEER " R.C.E. N0. 24953 F 07'31'40" 982.00' 129.02' 64.60' NOT TO SCALE TRAFFIC STRIPING AND SIGNING NOTES G 07'19'46" 300.00' 38.38' 19.21' ��°PS A PFr � DESIGN RECOMMENDS o H 90'16'10" 27.00' 42.54' 27.13' CO �, `' TAP Q G,A w '- Z ^ 8175 Eost Kaiser Boulevard UI 15 INSTALL R1(STOP SIGN) AND PAINT 12" SOLID WHITE LIMIT LINE & STOP LEGEND. 1 03'44'11" 1218.00' 79.43' 39.73' A * Exp..352703 � DRAWN Anoneim, California 92808 SHEET * R-VALUE IS TO BE DETERMINED BY SOILS 03.44'11" 1200.00' 78.26' 39.14' * s�W (714)9 1 472 FAX (714)921-8471 � ENGINEER AFTER THE COMPLETION OF GRADING. Q .« T- r� D oncr �, o j K 03'44'11' 1182.00' 77.08' 38.56' CIVIC OF CAON CHECKED R.C.E. NO. 35275 DRAWING 0. THOMAS A. PETERSEN I �� r\O 19 INSTALL STREET NAME SIGN & POST. 1 _ CITY DATE -3-l3 -o► FILE NO. ��o PROJECT SHEET NO. OF ____ i BENCuI�AR�(� WEST TOP OF 6" CUR 3.00% B.M. 163 B ELEV. 1297.297 1340 24' EAST OF C/L ETHWANDA AVENUE AND 40' 2• � NORTH OF CA BASELINE, SET BRASS DISC IN TOP OF NE END OF 4'X2' CONCRETE BOX O c CULVERT. 3001%'f- Q) p � �' ri a? Ln � O N IO 00 co L6 114- V O ~ p p O O _ O O o oo + ,+ ,"� L=60;,55 0.C. O O cpLn 1320 O `� N N CIL FINISH SURFACE V p o0 + N 1340 v �6 � �' " "' 3�q � c� p � `�' Lr) `° v o � Nov O Lr) Ln --- O � � � Opp � � � '.� W 1 _ LO O � Op Lo + wj o o o N �, " " EAST TOP OF CURB 3.00 1320 ^ ^ .0 1340 41 V V � � OcpLij raj 3 = N 00 pO v O ~ W � + NCQ Lr) O ~ m � OIC n O i � + � O � Ori p � � 1 V O p . � � Oo0 � oj � r"7 AZj 100.00 V.C. --- - Q) O �° + ") + Ld por\ o � o+ ►N "^' � L=5841 O.C. CC� Oi r � �O + O+ CN N � 1320 z + 06 CN n W N AA Lo W co HORIZ. 1"=40' VERT. 1,=8' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SEE SHEET NO. 3 HUNTLEY DRIVE 14 z N 14 14 6 14 14 4 00 Z oro m r b a 6 14 X14 o rn ^ N oro = o ucq OR -i w 2 r o w o r = 37 o N F- 8� N N cp cD C� r + LO r r + N 19 r 81 CN >ww + o N �, 42 , � 41 + � 40 ; � ; � o- � N U 2 h s ~ 43 OZ rhJ + 3 + N � � �,, p O J TYP. Q J ` ) J ( r ¢ C+) o W + .-- .- 0 O Q J Q J10 1 0o cn = c m I o cn J d -� J F- c~n U Ln " 3 c~n U N U N ''' Ln w N U- J J ~ (n U Ln () (n U (n TV L.46. ' L=t4.45 40 s F CN a a N U cn (-) 3 55.,0 ss.00 3 cn U ?i O (n U 55.1 55.10' 55.10' - - - - _ U 5� J U ~ 55.10' �. o F` ° -' ~ - 1 ' ` _ STREET IMPROVEMENTS C + X695 - o �°' o� _ _ _ _ � _ _ = 1 o Ln F _ - B PER TRACT NO. !6334 ` , 20 0+ Q �� ti -- --- " 14.00 rn �^� 1500 �v 1 _ N01'00'13"E 16+00 -STREET +MFS _ v``� o�� 19 �1 ,z+,00 2 - 1 ,�+� NO2 2416 W - A �9 + v �BY OTf HERq— < -� II 24 ` 11+,01 — — --+— — -- --+ E. o _ cV�) -1? 1 y ~ - 5 z-` i=1 .45 55 00 r po O N _ _ 55.10 O 55.1D 55.10 N O �— m U 1 0 3 N Y` '�-- (e 3� L:,S'� zb.ae 55 N 3 rn `n ai aMo rn N TYP. U0 r c) }00 o w 10 = r7 O� - LO O + 3 N r- of oO c� r r N >- r + r ' + 3 + 3 ui U z �rornH zs.ss' CD O rri + 3 + 3 0 �W ca rY N o L0 ca r CD TYP. + + 1+ 3 n of r� o`fi v~i �+ ,„ o N) o o+ O 3 a + 3 + � N pN � Q O � p Q Ja J 071 QJ QJ Q —j m J JO 3 r NLLJ� + Q Q JQ J J 28 < U 29 Ln U "i 4 N U 14 Q 32 U 33 cn U a z Q U U o + o d N U) U 26 "�4`Ln U 27 4 14 14 6 N 14 14 V)w 14 J Z= -LL) N 14 25 14 s I GRAPHIC SCALE 22 23 U a m 0 G24 40 0 20 40 8o 160 14 V) '-dQ N U 9 LAM -- — 60' ( IN FEET ) 30' 30' I 1 inch = 40 ft. 12' 1 18' 18' 12' 0.5' 4' 4' 0.5' LEVEL LINE WESTHAVEN PLACE 1 /4": 1 ' 0.03' 1 /4 ': 1 ' 31 - 3 CONSTRUCTION NOTES: Z- S V 15Ep PER 1-9-AG'f N0. !0334- N e W IMPROVEMENT 6 d 2 * R-60 2 1�—CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A. DESCRIPTION OF REVISION DATE CITY APPROVE TI=5.0 O2 —CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104 CITY OF RANCHO CUCAMONGA WESTHAVEN PLACE 0--CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 100 NOT TO SCALE * 6 INSTALL STREET LIGHT (5800 LUMEN HPSV). STREET IMPROVEMENT PLANS 10 INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET NO.1. TRACT NO. 16051 2 �-`- PSR� O-F RANCI+9 F-S�311 W E S T H A V E N PLACE * R-VALUE IS TO BE DETERMINED BY SOILS CURVE DATA - — - - - - - - - _ _ _ _ ENGINEER AFTER THE COMPLETION OF GRADING. DELTA RADIUS LENGTH TANGENT 14 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. N0. 101 (W=16' & X=3') A 03'24'29 982.00' 58.41' 29.21' PLAN AND PROFILE B 03'24'29" 1000.00' 59.48' 29.75' "INSTALL BY SCE, COORDINATED AND PAID FOR BY DEVELOPER THRU CITY TRAFFIC SECTION APPROVED BY - DATE C 03'24'29" 1018.00' 60.55' 30.29' XOFESSf CITY ENGINEER R.C.E. 0. 24953 D 10'00'00" 102.00 17.80' 8.92' E 111'35'22" 58.00' 112.96' 85.33' ���PS A' PFT��L In DESIGN RECOMMENDEP TRAFFIC STRIPING AND SIGNING NOTES: y TAPp F 91'35'22" 27.00' 43.16' 27.76' /� G 91'35'22" 45.00' 71.93' 46.27' ,t Exp.9/30/032 0:: No.35275 8175 East Kaiser Boulevard DRAWN Anaheim, California 92808 SHEET 19 INSTALL STREET NAME SIGN AND POST. Jy �* SjW (71 )921 8� FAX (714)921-8471 6 OF 9 CIVIC _ OF CAULJ;LR.C.E. N0. 35275 c CHECKED THOMAS A. PETERSEN DRAWING N0. CITY DATE 3- I3 -V 1 FILE N0. 17 3 r- PROJECT SHEET NO. �_ OF __ 18.6,5 O.C. PROPOSED N'LY co L.90 c. m W TOP of CURB BENCHMARK: (8 C.F.) O U U (D (D CD o oo m � Uoo. oo O B.M. 163 B ELEV. 1297.297 0 00 0 o 0 + 00 + N N � U '�° U (+v oo+ � „' N CD`" U o U od U o 18.65' 18.65' 24' EAST OF C/L ETIWANDA AVENUE AND 40' "' °N°' "' N "' "' N N "' "4� N i �+ + o U 0 0 o L.O.C. L.O.C. NORTH OF C/L BASELINE, SET BRASS DISC n ¢ `�' N N "' N 1- C14 N �' (.; "' "' m °�° m o oo U IN TOP OF NE END OF 4'X2' CONCRETE BOX r7 r7 Q N Q N N t` O -0.70% cncn � Nr? dN dN cn �Lo � n dN QN N + r- ^ + � m � a � Uc�� j CULVERT. -0.32% v- M �- : cn .- o �n r` N N (/) H ro n N 00 to (O CO N r . � -0.43% _ _ -0.26% L + N (o r- o o 'r' '� ,.i m _ '�' N V'>-- (0.21%) (0.29%) ) 0.35% - __ __ -0.46% d N d N N -� �' ( °) �,(-0.34%) 0.57% - -- - --- - -- -- --- + "� Q oN o ' o o Wo LA cri v+ c^ a m u° (- °) - r 0.35% - --_- _ _- - -_- (� r� ,.� 0+0 N + N O O `' o a (- a 0.25% w (- w (-0.42%�__ ° - - (n N N L � + F:CN a a a o . �` a c� a - a -o . �, a (-0.387) 0.47% -0.30% m - 2 cn o �, o w o('' rn �, �,, ( ) -0.24%) - -_-- (n . ( 0.45% - __-- M_ --- - - o _ o �' ° '(,� �o �^ o {- %) (-0.38%) (-0.317.) � -- -- - } � --- 0.47 z + r' o ° '(� o (-0.75%) ao O U `L0 � UC14 o co CD EXISTING N'LY EDGE (0 r, a o C�jr- o a OF PAVEIJIENT CD CO N i PROPOSED N'LY DtAN--TO Off- --- (8 C. F. ) EXIST. N'LY TOP OF MEDIAN CURB J l Lrl 1 w P N 'pl a r� a w w (wJA 7 W �u' O�('' W ('' (N.,+ c_ N aur a u' � LA std � p � '� ( ► w � a � �, � �, a 6, a �' a �, w r_-) C' (-0.147.) N c� -� �, -� -� `'' or- -0.32%) J, C� cT� �, -n -+ ,r (D 10 S+ k-0.58%) v, n -� �, �, n _ ) T 0 0.19% _ 0.47 e �' -0.34% �` �' _ T �' ) (� (-0.32%) n (- °) s -0.38% `� o _ -' `p o ( ) 0 13% 0 46� - -- -- ) (n 0.30% �' - ` o J, '� 0.38% o ( �' 0.35% c� �,`� o (,� a (- ) (n 0.48% ° a o -.14% , 0.83 0.75% - --- �, ( °) _ 0 (-0.59%) -0.43%)( b)w ( 0.35%) (-0.55%) w - (� ( 0.39% n -.°, -- (r � � (-0.40%) (n �' (-0.40%h �, �' -0.46%) J, c� Cl-LLJ a 0 c� z � ~ m � wEv-- mI w Qz (n o � 00 � � Lq w a� + + + PO N � (N � � X ON W Q Q d Q K) cr) F- F- F- F Z N (n V) (n p r� HCM r-40' 120' MEDIAN TAPER VERT 1'-4' -- 13 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 TRAFFIC STRIPPING AND SIGNING NOTES SPECIAL NOTE: 26 CONSTRUCT PRE-CAST CONCRETE NO. 6 PULL BOX WITH TRAFFIC SIGNAL LABELING. THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL @---CONSTRUCT PRE-CAST CONCRETE NO. 5 PULL BOX WITH TRAFFIC SIGNAL LABELING. EXCEPT 66KV) ON THE PROJECT SIDE OF BASE LINE ROAD SHALL BE CURVE DATA UNDERGROUNDED FROM THE FIRST POLE ON THE WEST SIDE OF ROCHESTER AVE. 28 CONSTRUCT 3" GALVANIZED STEEL CONDUIT WITH PULL ROPE ATTACHED. �/� ROCHESTER AVENUE TO APPROXIMATELY 380 FEET EAST FROM THE SEE SHEET NO. 8 29 CONSTRUCT 2" GALVANIZED STEEL CONDUIT WITH PULL ROPE ATTACHED. VIRGINIA PLACE DELTA RADIUS LENGTH TANGENT EASTERLY TRACT BOUNDARY, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE SEE SHEET NO. 3 A 14'13'02" 80.00' 19.85' 9.98' OR OCCUPANCY, WHICHEVER OCCURS FIRST. 30 CONSTRUCT END CAP B 13'21'28" 80.00' 18.65' 9.37' 8 C 90'00'00" 35.00' 54.98' 35.00' +� I D 13'21'28" 80.00' 18.65' 9.37' Al 6 6 1# 22' I r r 13 6 x o x ~ U w ~ o 3 ' cc p 6� r� m m CD 1r_ m U U CD x m U � ri �_,. W m m m X S� J x U r _,Q o0 m '�' _ o m 6 J 0 m o U� U U J p00 U J M O � J m O J U Q / N J ^ J Q 00 m m C4 J Q a_ U O W I. J Z� J ~ H - �' p 0 J H- r~ __ I ZD 0) F-(n U Co W N O m J m J Qf 0i F- r-N _ J f f d d W Q 1n (0 to N n W J � m N 52 k6 m I H N J CV (O W v) 1� (� A + (n Z + m + ^ O + w N (/7 IcZI i m W Q Q m ^ + W Q 0 II N r O O Q Lo Lium u� 13 `n a N '� m O IV (ii �' Z N°o 20 21 + �°o + 000 Q +Vii Z J\ Q Q C7 Q J Q C5 Z (/� 00 o J w O (n00 J\ 00 rn x w NU Q Q � z F_ 2 o _ Q \ Q (n3 N N - m 9 Ln �) (n Q co U z V) Q J 3�� 0 4 �"N c~n U 3 z N `r' �' �n w O r 20 -- - - --.__' .^," 57.01' N' (-e.43' 23.99• .4p ee.zs N v 9 � � �� Q z 91.83 91.7, (/3 F--0 Z 39.48 (n (/) o - - _ - -- - - - - - ( 4. 23 ss.ao 3 N Z f. _, �.. r-,.��_. - � 57.00' 14.2' 40.79 3283' r �� -' � - --- -^.._.--�"'� - $ k X0,1 8 3 N89'03'S1 W 4 C �i C X05`° CD - 3 - p � . t SAWCUT M �, _ _ M - SAWCUT EXIST. PAVEMENT M SAWCUT LINEn `4 EXIST. PAVEMENT _ 5, oo v 2 p LINE - F 540D : uNE _ . .: - _ GRAPHIC SCALE - -4° °- - - -�- - - - - -- - -- - - - - - - - - - - - - - - - - I- roo_ _r +rj� 57 N88'S5 2 W - -00 °° - - - - - - - ,6 B oo N8 46 ,.; .. 5 - - 40 o i0 40 so eo y `n `n - - Z of o; Q a0 rnz -Z + + NQF -- - _. m- z 2 b O wo o LO (n M mw x o o b ( IN FEET ) J 0 (° 0 .Z N ¢ ) Q o (n wca z (a 1 inch = 40 ft. SAWCUT � z 'n �, � o X00 F¢- Zo J U o LINE + U�cn v' `r (n 6 a i w m N oo CONST. MEDIAN TAPER (" ``' 0 z __ __ ____ __ __ P_ER_CITY_STD. 108 _ __ _ _ _ Q - -- -�\ Z N � t w / - - -- -- - - EXIST. IMPROVEMENTS PER DWG. N0. 1418 SHEETS 79 & 80 OF 116 - - -- ---- ------------ - ------ --- --``' � -------- _----------------_- _- --- --_-- --- - -- _--- - w z Q W (n w \1 cn z Q W z Ln CD BASELINE ROAD ¢ � -.4- N I z zLi m 5 CONSTRUCTION NOTES: N O rr rr + (a rn + o o+ � o+ x p 00 o0 1 B CONSTRUCT 6 AC OVER 6 AB PER CITY OF RANCHO CUCAMONGA STD. N0. 100-A. CITY I � � � � � � 1n 3 1n p p DESCRIPTION OF REVISION DATE w w 'L 'L 'L 3 -CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 100 APPROVE < < Ln I~ W Cn (n VAR. 64' a Q Cn U) (n (n W (n (n VAR. 1- 1- 4a--CONSTRUCT SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. NO. 102 CITY OF RANCHO CUCAMONGA 7' 60 VAR. 13 40' VAR 7' 50' 7' �' �' 3 0.5 6.5 36.4' 5 0.5' 4 8.5' 0.5' 6.5 **&-INSTALL STREET LIGHT (9500 LUMEN HPSV). 31.5'-37.4' ,r STREET IMPROVEMENT PLANS MEDIAN NOSE TO BE31.8 - 3.0 8�-CONSTRUCT 8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104 RECONSTRUCTED PER CITY STD. 10;/4"-- 1 �Y`� y 1 /4": 1 ' �( % 1 /4": 1 ' �Y�% TRACT NO. 16051 40 )C% CONSTRUCT RIGHT LANE TURN PER CITY OF RANCHO CUCAMONGA STD. NO. 119 _ 1 B 1B � 40 � 10 CONSTRUCT STREET TREE PER TABLE ON SHEET NO. 2 AND PER CITY OF RANCHO CUCAMONGA STD. NO. 502 BASELINE ROAD 3 = L`'J 3 1 B � 3 = 1 B 12 SAWCUT AND REMOVE 12" STRIP A.C. PAVEMENT, REPLACE IN KIND, WITH FULL DEPTH A.C. PLAN AND PROFILE X-2.00-2.33 X=1 .67-2.76 L�I X-1 .45 2.23 PAVEMENT. TACK AND FEATHER JOIN TO EXIST. A.C. PAVEMENT. 2 * Y=1 .59-1 .65 2 Y=2.01 -2.05 2 Y=1 .90-2.18 13 CONSTRUCT DRIVEWAY PER THE CITY OF RANCHO CUCAMONGA STD. NO. 101 ('W' PER PLAN). APPROVED BY DATE NOTE: TI=9 0 * R=60 * R-60 40 CONSTRUCT 8" MEDIAN CURB TYPE Al-8 PER CITY OF RANCHO CUCAMONGA STD. NO. 104. OQROFESSIpN CITY ENGINEER R.C.E. 0. 24953 TI=9.0 TI=9.0 ' SEE SHEET NO. 9 FOR TRAFFIC STRIPING AND SIGNING I "INSTALL BY SCE, COORDINATED AND PAID FOR BY DEVELOPER THRU CITY TRAFFIC SECTION „� A PFrFP< DESIGN RECOMMENDEP - BASELINE ROAD TAP - A. ,.4 er BASELINE ROAD BASELINE ROAD w ~ Z 8175 East Kolser Boulevard I STA. 50+59.80 TO STA. 51 +88.82 STA. 52+44.55 TO STA. 55+32.25 STA. 56+46.25 TO STA. 58+43.72 rx No.35275 DRAWN Anohelm, Collfornlo 92808 SHEET ~ NOT TO SCALE NOT TO SCALE DEMOLITION NOTES: Exp.9/30/03 3 71 _ 72 FAX (714)921-8471 ") NOT TO SCALE � , r sew ---( �� �I _ 7 of 9 0/ * R-VALUE IS TO BE DETERMINED BY SOILS 3�-REMOVE EXIST. MEDIAN. ��� CHECKED R.C.E. N0. 35275 DRAWIN THOMAS A. PETERSENr� 0 ENGINEER AFTER THE COMPLETION OF GRADING. Cin DATE 3/14/01 FILE NO. ��0- PROJECT SHEET N0. _7 OF __ BENCHMARK: B.M. 163 B ELEV. 1297.297 24' EAST OF C/L ETHWANDA AVENUE AND 40' NORTH OF C/L BASELINE, SET BRASS DISC IN TOP OF NE END OF 4'X2' CONCRETE BOX CULVERT. I I I � PROPOSED E'LY 6�1 TOP OF CURB 6.30% L0 J + Q d O (n 4.74%-\ + d x X Lo � � m z E IST. TOP OF CURB iCDN J F_ C CN >< O / ul O w Z N N :moi 340 / -+ h 7 cD A PORTION OF EXIST. 250' VC A PORTI OF EXIST. 450' VC it FICM 1'-40' I VERT 1'-4' 13+W 14+W 15+w 50' 50' VARIES CONSTRUCTION NOTES: TRAFFIC STRIPPING AND SIGNING NOTES 38' 12' 36' 14' 36' ARIE 7.5kO/5 VARIES-,--, 4 VARIES VARIES 4 VARIES O1 --CONSTRUCT 3" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A Q6--CONSTRUCT PRE-CAST CONCRETE NO. 6 PULL BOX WITH TRAFFIC SIGNAL LABELING. ": 1 ' 1 /4": 1 ' 1 /4": 1 ' CONSTRUCT 6" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104 ©--CONSTRUCT PRE-CAST CONCRETE NO. 5 PULL BOX WITH TRAFFIC SIGNAL LABELING. -CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 100 -" �8 —CONSTRUCT 3" GALVANIZED STEEL CONDUIT WITH PULL ROPE ATTACHED. 5B CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. N0. 106-B (L=14.5'; K=10') CONSTRUCT 2" GALVANIZED STEEL CONDUIT WITH PULL ROPE ATTACHED. TI=9.0 TI=9.0 3 TI=9.0 3 __RELOCATE STREET LIGHT. 30 CONSTRUCT END CAP. * R=60 * R=60 * R=60 10 CONSTRUCT STREET TREE PER TABLE ON SHEET N0. 2 AND PER CITY OF RANCHO ROCHESTER AVENUE ROCHESTER AVENUE ROCHESTER AVENUE CUCAMONGA STD. NO. 502 NOT TO SCALE NOT TO SCALE NOT TO SCALE 12 SAWCUT & REMOVE 12" STRIP A.C. PAVEMENT, REPLACE IN KIND WITH FULL DEPTH A.C. PAVEMENT. TACK & FEATHER JOIN TO EXIST. A.C. PAVEMENT. STA. 7+57.88 TO 9+78.46 STA. 11+11.89 TO 13+47.70 STA. 14+67.40 TO 15+21.05 13 CONSTRUCT 35' WIDE DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. NO. 101 3 ADR A LANE i r DEMOLITION NOTES: o J * R-VALUE IS TO BE DETERMINED BY SOILS ENGINEER AFTER THE COMPLETION OF GRADING. 0—REMOVE EXIST. CURB AND GUTTER. STA. 14+07.56 ROCHESTER AVE. C L INT. � STA. 10+00.00 SHENANDOAH DRIVE ul 2�—REMOVE EXIST. CROSS GUTTER. — + n Ln 8 STA. 6+62.42 ROCHESTER AVE. C L INT. '�'R"' STA. 49+71.64 BASELINE ROAD a - i -I _ � D N 3 1s+oo - - — 14+ _ I 115+ 2 B 1 GRAPHIC SCALE 40 20 +0 so iso / — 11 00 CJ's EXISTING IMPROVEMENTS PER DWG. NO. 1242 C �f 2 pRwr. �o ,--. _ SHEET 20 OF 32 _ _+ - - +00 00 . NEW 114- _ S WT R14 -7 + — 8+00 _ � 0 ��? 4 � — �_ + 16+00 _ �{ 7 � � ( IN FEET ) — T — i— �— f- _' __ — — — — — — — — — — - 1 inch 0 it. I f N00'26'09" - oLD - ® 7 63.17 i 00 _. _-._.. _ _. _-_ _ . _ _ _- c?� ,n `TO X580 3a X1.05 � 31 , a x .P z J x ?i g II l - _ S _ � 1 Y o m ^ N� o� Y M ► CONSTRUCT CURB OPENING z t_ _ 9 m NLO X m o J h N 6.2X - aI 3 �; - - _ _ -58.86 o U J cv v' (SEE DETAIL HEREON) cri YL- w _ 1 _ Li �, L=52.77 rn _ 1 + cn�p o RWv 64.65' L=59.83' cD w ..+ 2 xU �— x D . _. a Y 98.19' 55.00' 2. 5 L= . r i cn + . co N o, -j x g 9 x o' � 33 3 �co ~' ta- z v h O U O 4 + O 6 + O NOTE: x m s m Z 4' cn c�ww Z cn w y,, a Q p THE ACCESS SHOWN MUST BE I I E o R/ m g g 7 d- 5 Q N 4 i? INSTALLED PRIOR TO REMOVAL DESCRIPTION OF REVISION DATE CITY w = J Q OF EXISTING ACCESS IMPROVEMENTS APPROVE c6 Lo U Mr- o �- o NOTE CITY OF RANCHO CUCAMONGA Z Q Z SEE SHEET NO. 7 �' Z `� SEE SHEET NO. 9 FOR TRAFFIC STRIPING SEE SHEET NO. 4 STREET IMPROVEMENT PLANS AND SIGNING 5 CURB TRACT N0. 1 fi051 BASELINE ROAD SHENANDOAH DRIVE OPENING u- � ROCHESTER AVENUE U � U- U o x ROCHESTER AVENUE PROPOSED C & G z z PLAN AND PROFILE o ? w � SPECIAL NOTE: w m EX. C & G APPROVED BY � � DATE _ CURVE DATA THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL CITY ENGINEER R.C.E. N0. 24953 EXCEPT 66KV) ON THE PROJECT SIDE OF ROCHESTER AVENUE SHALL BE glik, S� "��&d C DELTA RADIUS LENGTH TANGENT UNDERGROUNDED FROM THE FIRST POLE ON THE SOUTH SIDE OF BASELINE � ��PS A' PFTs^ DESIGN RECOMMMD c A 93'07'50" 35.00' 56.89' 36.97' ROAD TO THE FIRST POLE NORTH OF THE NORTHERLY TRACT BOUNDARY, _ _, �,' TAP ,� o °C RIP RAP VELOCITY REDUCER--/ c, c B 92'24'31" 35.00' 56.45' 36.50' PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER , 8175 Eost Ka/ser BoulewM OCCURS FIRST. 6 ROCK IN CONCRETE * E>p 9/30/03 DRAWN Anaheim, C lfomlo 92808 SHEET Cr C 12'02'26" 1500.00' 315.22' 158.19' * 8 D 12'02'26" 1500.00' 315.22' 158.19' DETAIL ` j£ CMI. �' S3W ` (714 92 FAx (714)921-8471 O/ oC NTS OF CAI CHECKED R.C.E. NO. 35275 DRAWING NO. THOMAS A. PETERSEN r j C CITY DATE 3"I�'p� FILE NO. 1769_3 \oc PROJECT SHEET NO. OF __