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HomeMy WebLinkAbout1843 BENCHMARK GENERAL NOTES: BENCH DARK No. 10063 p I AT THE CENTERLINE INTERSECTION OF EAST AVENUE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS THE CITY N MWAY 30 (WI 0M6T JCT"0 AND VICTORIA STREET, 2' BRASS DISK IN CONCRETE OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS I -- - STAMPED 'DIVISION OF TRANSPORTATION EAST VICTORIA', FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTORHIGHLAND AVENUE ELEV.= 1342.346 II - SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE BENCH MARK ABOVE NOT FOUND; USE 'HILTI' NAIL TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. _ VICTORIA STREET SHEET 10 nITRc>rrrcr Em OBEY AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND II' EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER Li - i - I r MARK No. 10063 PRIOR TO THE DESTRUCTION OF POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT I • " PRodECT SITE BENCH MARK No. 10063 SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN Q ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE 0 I I SIREET REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO SHEE F 5 _ COST TO THE CITY OF RANCHO CUCAMONGA. _ txj � " i CT. QUANTITIES " _ / STREET CONSTRUCTION NOTES 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE � � � � SHEET i �/ � HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ,•, DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY m ►, �. 1�-CONST. 8" CURB AND GUTTER PER CITY STD. NO. 104 1,368 LF FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN .• i '" •' ! 2 CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) 152,400 SF ON THESE PLANS. •! - wT CONST. VARIABLE THICKNESS AC OVERLAY FEATHER SMOOTH TO EXISTING. 448 SF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA _ • S 7 • AVE>vt>E 4 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. 22,405 SF ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION ~d I . I " (D-CONST. 8" AC BERM PER CITY STD. NO. 104 174 LF z I •I VICINITY MAP 6 CONST. 6" CURB AND GUTTER PER CITY STD. NO. 104 8,207 LF WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. I • " " ! LJ7�CONST. 3 THICK AC PAVEMENT OVER 4 AG. BASE (MIN.) 16,316 SF 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. L HEFT " �� . 8 CONST. HANDICAP RAMP PER CITY STD. NO. 102 12 EA PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT _ - -- � � 3 • • •,. 9 CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. N0. 103 25,000 SF POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE _ .T. " 10 REMOVE AC BERM 25 LF THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED '/ 11 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A 2,500 SF BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 12 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 700 "W" PER PLAN 4 EA ' " " " 13 CONST. LOCAL DEPERSSION PER CITY STD PLAN NO. 307 4 EA 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, SHEET 12 STORM DRAIN ' 14 CONST. 6" CURB ONLY PER CITY STD. NO. 104. 140 LF Ole MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. LANDSCAPE ST WBERRY PLAC i EASEMENT 15 CONST. 5" THICK AC PAVEMENT OVER 6" AG. BASE (MIN.) 12,525 SF 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, j R/W 66' R/ VARIES 16 INSTALL STREET LIGHTS 5800 AND 9500 LUMENS 42 EA COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED PROPOSED 17 INSTALL STREET NAME SIGNS PER CITY STDS. 401-A & 401-B. 8 EA AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH ! i 33 33 /L IMPVMT. 18 INSTALL R-1 STOPSIGN AND "STOP" PAVEMENT LEGENDS THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER i 4 1 1 ' 22' 22' 1 1 ' AS SHOWN PER CITY STD. NO. 401-B. 8 EA FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR I ti 19 REMOVE A PORTION OF THE PERIMETER HALL (SEE SHEET 3) 70 LF SURFACING. 1 EXISTING 3' to 4.5' 20 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A 75 EA " pr ' 7' IM OVEMENT ' 21 CONST. PARKWAY DRAIN PER CITY STD. NO. 107-B 4 EA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED � I ti I 7' a i TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETEDI I I 4 22 INSTALL SIGNS AS NOTED ON PLAN PER CITY STDS. 401-A & 401-B. 1 EA TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT I ! I INDEX MAP ��,�' 4' ( 23 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1. 199 EA PAVING. I 5 24 CONST. LIMITED ACCESS DRIVEWAY APPROACH PER CITY STD. 105-C 1 EA 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL i I1 FT _ _--_- - - _ _ --� 2 �I I STORM DRAIN CONSTRUCTION NOTES QUANTITIES BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND P/L P/L SAWCUT & JOIN EXIST. 1 9 41 INSTALL 36" RCP "D" LOAD PER PROFILE 332 LF EQUIVALENT OF AGGREGATE BASE. 50 EWALK VICTORIA STREET 42 INSTALL 66" RCP "D" (AAD PER PROFILE 489 LF 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 25' 25' EADSEMENT TYPICAL SECTION 43 CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321. 1 EA TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION STA. 44+00 TO STA. 48+00 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331. 1 EA OF THE STRUCTURAL SECTIONS. 7' 18' 18 7' 5' I NTS 45 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333. 1 EA 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS TI=6.0 R=__* 46 CONSTRUCT CONCRETE PIPE CLOSURE PER S.B.COUNTY STD SP-176. 1 EA , 47 OF A ROCKY MATERIAL 4 R THE SUB-GRADE SHALL BE PREPARED BY REMOVING ' I R/W INSTALL 48" RCP (D (AAD PER PROFILE). 256 LF ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR I /W 88 48 CONSTRUCT MANHOLE #2 PER CITY STD. PLAN NO. 319. 1 EA DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A LEVEL LINE 7 0.03' I 33 -44 44 COMMUNITY QUALITY BETTER THAN THE NATIVE MATERIAL. Y TRAIL CONSTRUCTION NOTES QUANTITIES 1 41.7% 1 4FT ; 14'-32' 32' 12' 12.IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS L' I P � �17 % 5'-10' LANDSCAPE 51 CONST. 3.5' WIDE P.C.C. "V'-GUTTER (6" THICK, 3: 1 SIDE SLOPE) 910 LF STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. ' E ISTING EASEMENT (LOTS C & D) 52 EXISTING FENCE OR WALL TO REMAIN. -- -- SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 6 INTERIOR STREET 6 g I PROVEMENTSEE LANDSCAPE PLANS 53 PROPOSED FENCE OR WALL PER GRADING PLANS. -- -- RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. COLUMBIA CT., ROGUE RIVER DR., & WILLIAMSON RD., SHEEP CREEK CT. I 7' 5' S4 CONSTRUCT 24' WIDE COMMUNITY TRAIL PER CITY STANDARDS 940 LF TYPICAL SECTION 1001, 1004 - NO GATES TO BE PROVIDED TO REAR YARDS. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE ( VARIES 55 ADJUST SEWER MANHOLE TO GRADE. 1 EA CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN NTS 15 PROPOSED DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A TI=5.0 R= EXIST. EXIST. 1 56 INSTALL "BROOKS" TYPE CB-2424 INLET WITH STEEL PARKWAY GRATE. 1 EA BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT P/L 60' P/L - _ _ IMPVMT. 5 -INSTALL 18" RCP - 2000D 30 IF SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE SAWCUT & CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 30' 30' JOIN EXIST. 1 g STREET TREE LEGEND 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A > T AVENUE EASMATCH EXIST. AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 12 18 18 12 QUANTITY TREE SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACIN STREET NAME TYPICAL SECTION 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM NTS 50 EACH � Pistocio chinensis Chinese Pistoche 15 gallon 30' O.C. 5' Rogue River Dr. RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 4 I 4 TI=8.0 R= 6 EACH O Gei•era parvifolia Australian Willow 15 gallon 20' O.C. 5' Columbia Ct. DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS ' LEVEL LINE 0.03' ' SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 7 p L 9 EACH O Gei'era rvifolia Australian Willow 15 orlon 20' O.C. 5' East Avenue P/L 96 / 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 1 417 79" 1.77. 4 17 EACH 0 Gei•ero parvifolia Australian Willow 15 gallon 20' O.C. 5' Truckee PI. FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 48' 48' e H 8 EACH Tristanio sis louring NCN 15 Ilan 20' O.C. 3' n Creek 0 Sod Cee Ct. UPON REQUEST OF THE INSPECTOR. p 9 6 INTERIOR STREET - STRAWBERRY �CE 9 24' 24' 24' 24' 1 9 EACH Tristaniopsis laurina NCN 15 gallon 20' O.C. 3' Russian River Ct. 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TYPICAL SECTION > > x TO FILL PLACEMENT. NCN 19 19 15 EACH 0 Prunus blireiona C 15 flan 20' O.C. 3' SheepCreek Ct. NTS 4' 4' 8 EACH 0 Prunus blireiona NCN 15 tlon 20' O.C. 3' Cajon Creek Ct. 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS TI=5.0 R=__�__ PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 P/L P/L 5' 14 5' x PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. 50 1/4� 5 EACH 0 Prunus blireiana NCN 15 allon 20' O.C. 3' Blackfoot Ct. 77 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 EAISD EM 25' 25' ___j v 1-y 32 EACH °0 Broch chiton populneus Bottle Tree 15 gallon 25' O.C. 5' Williamson Rd. MR. JAMES FRET5 7 18 18' 7' 7 H O Magnolia . Mo!y' Magnolia hybrid 1 Ilon StrawberryPI. FOR BASE LINE ROAD CONSTRUCTION I 9 6 7 OWENS DRIVE 7 6 9 ' PROPOSED ® EAST AVE. 19 EACH Quercus ilex Holly Wk 1 orlon Victoria St. I B. GENERAL TELEPHONE COMPANY (800) 483-30004' TYPICAL SECTION FOR UNDERGROUND SERVICE 4 EACH O Gei'era rvifolia Australian Willow 15 orlon 20' O.C. 5' Emergency Access I LEVEL LINE 7 0.03' 6 TI=5.0 NTS R=__ __ 1 EACH o Phoenix conariensis Conary Isbrd Date Palm 16 BTF n/o 7' Owens Drive C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 1 EACH . Lor*oema x 'Seminole' Fink Crape Mlyrtle 24' Box n/a 7' Owens Drive 1981 W. LUGONIA AVENUE REDLANDS, CA. 92373 !Z4 FT 1.7 1.7%, 1 4FT 8 EACH Washingtonia filifera Lamm is ran Palm 16 BTF 15' O.C. 7' Owens Drive D MOA WATER DISTRICT (909) 987-2591 INTERIOR STREETS 9641SANERNA DINOROADCONSTRUCTION NOTES FOR STREET TREES: TR P CAJON CREEK S D CREEK CT., UCKEE L., C JO C EE CT. RANCHO CUCAMONGA, CA. 91730 9 6 RUSSIAN RIVER CT., BLACKFOOT CT. P/L 96 P/L 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. TYPICAL SECTION 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE E. METROPOLITAN WATER DISTRICT (909) 593-7474 48' 48' FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES 700 N. MORENO AVENUE NTS ' MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. 20 20 1 = - � 28' 28' ' i LA VERNE, CA. 9 730 TI 5.0 R=--- 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 21' 21 ' DIVISION. 7951 REDWOOD AVENUE 4> 4' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. FONTANA, CA. 92336 LANDSCAPE Cl) EASEMENT 7' 4 7' ��Z,, . R W 1 L 4DtDtO SG UL EA5EMENT 5H , g }�- H � E A T � G. PACIFIC TELEPHONE COMPANY (714) 999-5639 R/W 66 / VARIES V T z PROPOSED 1�FT 1.79'_ 1.7% � 5.28-'03 2 SJGFw�L MODIrIGATloN 7o LCT 18 SN T.7 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 33 33' P/L IMPVMT. SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN 11' 22' 22' 11 ' OWENS DRIVE THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS 9 6 7 7 6 9 INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE EXISTING 3' to 4.5' PROPOSED 0 EAST AVE. PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 7' IM OVEMENT 7 TYPICAL SECTION @ TURN AROUND 01404 SATISFACTION OF THE CITY ENGINEER. I I 7' 4��I 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, �4 I I TI=5.0 NTS R=_ DESCRIPTION of REVISION I DATE APPROVED z THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SAWCUT & SHALL BE LOCATED BEHIND THE SIDEWALK. i 1 FT JOIN EXIST. 2I CITY of RANCHO CUCAMONGA PRIVATE ENGINEER'S NOTICE TO CONTRACTORS _ _ - VICTORIA STREETP\L 50' P\L TYPICAL SECTION 1 9 TRACT 16189 x THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES STA. 49+00 TO STA. 56+23 26' 17 O SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; E- TOHOSETHE SHOWN ONOF OT ESE PLANS.UR THEERE CO TRACTORARE NO SXISSREQU REDOIES 0 TAKE E DUE TI=6.0 NTS R=-- -- 7' 13' 13' 7' 4' 6' STREET IMPROVEMENTS 171 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- I I I TITLE SHEET SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT I I W SHOWN ON THESE DRAWINGS. W LEVEL LINE 7 0.03 EXISTING SURVEY MONUMENTATION Ix THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- 1 1 FT I APPROVED BY: DATE: E-' IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Underground Service Alert /4rT 1.79 1.7% OF THIS PROJECT; INCLUDING DATION' OF ALL PERSONS AND PROPERTY; THAT I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD `' Q CITY ENGINEER t ( I /I ( � _ � RCE: 4953 RS THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOU C�'I' EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: S�Fti�, DESIGN RECOMMEN E I oARo 6 EXIT ONLY/EMERGENCY ACCESS � o F MADOLE 8c ASSOCIATES, INC. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER TOLL FREE R 9 �` z '9 � LP/RAM/AS CONSULTING CIVIL ENGINEERS Q y' � AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, `ss PROPOSED ® VICTORIA AVE. 6 No. 62183 N AND LAND PLANNERS .o IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 1-800 THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. 2 � o � � FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE No. 4756 TYPICAL SECTION Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET ENGINEER. 227-2600 Exp: 9-30-2003 NTS s� JKD SS SC ][ RANCHO CUCAMONGA. CA 91730 1 OF 14 H / 8 Z TI=5.0 R=______ 9r Cl V t�- ��' (9os) 948-1311 HA RIFY ACONDITIONSANDIMENSIONSAN HA REPORT DATED: �Q_.� __ _ _ _ � \ FCFCAt.�E� 62183 U CONTRACTORSHALL VE ALL D D S LLTWO WORKING DAYS BEFORE YOU DIG qj�, � CHECKED RCE No DRAWING NO. d� ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WM. ROARO JASSO R.L.S. NO. 4756 �\ TO BE VERIFIED BY THE SOILS ENGINEER DATE S D�.o y FILE No - PROJECT o PROJECT SHEET N0. OF_ JA682-1409\streets\STO1.dwg, 05/08/2002 06:45:24 AM, ats BENCHMARK BENCH MARK No. 10063 50.0 'V.C. 50.00' V.C. 42.41 = 42,41- A 1 V.C. AT THE CENTERLINE INTERSECTION OF EAST AVENUE VI=3 .5 U .C. � 1=133 .4 U 3 0 L=54.98' 9.39 ' 6.33' � � � PVI-329.53 � � � � � U U AND VICTORIA STREET, 2 BRASS DISK IN CONCRETE " U =42.41 q m 4 4 > STAMPED DMSION OF TRANSPORTATION EAST VICTORIA'. MU. 4 4to ey ey q ey U U o ,0° rn ^ oo ELEV.= 1342.346 4 4 4 4 a > ao ey U U �, go ,, N Mo °i �i O ^ n BENCH MARK ABOVE NOT FOUND; USE 'HILTI" NAIL L� m > � M O 1n N l_ 4 �' > p N � n � ri U I t 9'm riri +'� �i r� N N PART 100.00 V.C. AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND li U N rr) m a7 N n ,,� M O N O � U U r`0 10. p o r, �U +o "'"' M M + o '`� + r+� VI= 1 4 - EAST AVENUE EL-1343.88 ESTABLISHED BY BENCH- In m n M o rn rn o ao ,,� ao . �, M -- ,,� o - 42.41 U In N M U 13.8 � N � � ►� rn O to + N N r7 + li U MARK No. 10063 PRIOR TO THE DESTRUCTION OF W r n c0 to N ao ►� N �f� U U O '�`� O O O � ^ � O �''� M � � � � r- O ►� > O U 00 I I t o 1 p �0; n N Ici 1 w 44 9, m �'� „� N o a; N M ,� m Q; O > BENCH MARK No. 10063 O l 00 M ^ O OD In Op In 17 + M + M 00 4 M + + N t\ M + N O N 000 1 e- M N + U N n + ►'� + OD O� O O + M 00 O U COr7 � N �'`� � Il') •m to M O O O to In In O O r7 p N In cD + FL 0. 7 0 +,,� 0 r\ oo N �4 ai' 9, = 42.41 N) M M + M.- M N N N 1+�Zx 4 4 M M M p1p � + � M NMj `39 OrN �M� N n nIo O.C. OcD ►� IX c0 0p <n ao 0, � U O� 0600 O (O (O N N N In + N N M r� ey �i' O N N LTAN= n �% 4 In r> 4 O 03 M CK? � 4 ++''� r) 0.72 x PROP ED TOP OF 100 0o V.C. n C o ^ - N N 0 PV!- 333.37' Nil CURB o �� M M N N � U U M .0 � Oli Ii + ' W1.45' 56.97' O In r-In m Q, > o ON N fit` O z PROPOSED TOP OF TANGENT O.C. CROWN LINE TANGENT p N +N c�i N IN N U O M 0. 3 X 30.00 C. o M o ►� + o,,� N M O N v � P.I.=13 4. N LY CURB O� +,.,� r- � .,•� M►� o,,,� +M �-'� `�- 1.09 , 1330 ,� 0.0 Y.C. o In o ►� p M 100.004 V.C. U p U VI= N +M Z + + r O - O N m�! >U co MEDIAN ISLAND ,i m > U oo G 0 >to O PVI 1327.1 1 + M 00�ill IllOM O W� OIC M p � M � O (D d ON O� U1 +M O O O M 09 00 J W O Z 0 Ill ` ?3¢ O0 O M O ODD to .1 Z7G O M ►n N `t p In p� to 0) W00 00+ � - + M IN } N O +M N 00 UO �^ �� Ll o m i O+ p + 0 Ill n ^ O N '��4�,°�_ O O+ O `3 9 1 + 9 r2 o0 N m N ►`e co C 11 O M m n 2.242 2.17% Co M °+° -OD o 10000' C. r + r' � o � � � Ing o,N oN li _ 6,56.40 F-: N� + 0) ± + + PROP SED FINISHED to 0 - PVI=1, 34.96 4 S�� N 86.5 43.59' 17.8 SUR CE ® CL O OD >00 O°' >� o to c3' �+ �p O.G. TANGENT o N �°c�i 'n N �i o N 1.OX 9.41 6.31' U cD li ON O;) +to Oli rn NIN7 �� 0.13X 2.2% v O 50.00'V.C. 00 O M O r- '� U 3.25% w "� 1= 1329.47 rn oo +M o jr)M oo + 1330 N ll M � O 100.00 V.C. ,e�4 �4 94 �x U_ 0- I PR POSED FINISHED m > W o �„ o U rn U U U a0 M N v SURFACE O CL U > M M +M + + 0 M o 6 > O PVI= 1327.14 m U In I Lr In 00� In . n ►� r+� `'� + +►N m Oj O r7 ^ N 00 ^ `° oo14 M0;4 ' qt M + ,.� L=35.63 r � n �� o� o� Uo t 1 M r M +rKj '`' � + ►`� m N^ 00cD � O 1.12'X O- MN >In Om 00 co O� + `- ♦N +N + N 38 O + to �N Orn Ust M ►� M MOM (71 4 am X49, W O►� O� OM ��i` + 0� 0� �N �co UO 000 m00 0.91X In . i 330 N� O ^ cD � O In N O In to + rn In►� +IN ON TAN= M p o M TAN=9.601) o N ^ M 2.17% .90$ M M O PROPOSED TOP OF + N r S L CURB ° + + M 1.0% 0. 3X 1330 PROPOSE TOP OF STY CU B �P�ROFILE4/� VERT 1"= 4' 10+00 11+00 12+ 00 12+00 10+00 PLAN 1-= ,40' 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SCALE IN FEET 0t EAST AVENUE 0 40 80 120 160 SEE SHEET 9 ' m ^ o- O m COLUMBIA CT ' SEE SHEET 4 L;j I I - I o 0 to 0 vi Ill + 1 J i i i + O 1 , U i Z, 0 + , I CURVE TABLE (n EC CURVE DELTA RADIUS LENGTH TANGENT = I SAND CREEK CT. A 90'00'00" 35.00 54.98 35.00 + TRUCKEE PL. I e 5 f I J 10+88.11 BC B 17-58'11" 30.00 9.41 4.74 I\ 18 ;o SEE SHEET 4 c 17.5s'11~ 52.00 16.31 8.22 N 0 17 17 SEE SHEET 5 D 105'00'00" 27.00 49.48 35.19 e ' I 16 ac ar (111 16 v E 75'36'27" 27.00 35.63 20.95 t ' 10+59.83 cl INT t� L) Of w I , d 6 B _ I 72 m I w m c� F 85'31'07" 58.00 86.57 53.63 j1 =12+09.77 cl INT ►= _ 0 w c� ,o I�i fl ; � 3 w v 68 ~ m m G 90'00'00" 2700 4241 27.00 Q (n 7 N P w rn m °' n H 10'00'00" 102.00 17.80 8.92 10 00 11+ j 12+bo 73 w Nall -to- oo _ .� __ 10+44.97 BCR + OD m I 90'00'00" 27.00 42.41 27.00 O 89' 9 1 `t V� J M N - N t , 57 90'00'00" 27.00 42.41 27.00 14 N � 14 6 I I r, I` + 10+44.91 ECR a + uj a ' a OD 67 ' i K 82'30'19" 27.00 38.88 23.68 I� 17 I N g I g I 4 L 8'04'08" 318.00 44.78 22.43 1� E 10+62.93 cl CB I M 15'33'49" 282.00 76.60 38.54 ' Q I A C 18 \ W=l4 , V=4.5 12 13 I N 15'33'49" 300.00 81.49 41.00 ,� N f I G ^17 I 0 180'00'00" 7.00 21.99 ---- �' °� m ��, LOT "B" 00 11 11 6 8 0 7 6 t3 O L [r,�� �J P 1so'oo'oo" 4.00 12.5s - I I 1, o a; ,n g 11+00 7 = 12+00 1 +00 0 14+00 15+00 16+00 0 ►�► UNE LINETABLE BEARING LENGTH >e I U o m o \ - -_ _ - - - - - - - - - - - ---+ - N M9'5 27 W - - - - - - - - - o - N 17 00 ���� Q N80'04'32"E 43.59 2 to s 1 3 '� 9 0 0 to - ------ --------- ----- -- --- - ---- ---- --- ----- - --------------- - - --- -- ----- ------------- - ---------- 16 1 TTom�,, _m z _ ^ N O _ n 0 fl O R? a0 O I n w � O 'D I ip I io I 1 1 io O I M 11 J _j 3 N 11 to II c6 N O O '0 cow co M O + I d 0 J c _� 1 1 + I I 1 10 I + 1 to 00 cO '0 1 + 1 3 nm` p o �' 0 9 �j0 + 3 7 3 rn II + + ''� N co II o' II O + 4 k6ti' �I' rJ VII ! I 6 I N 13 rn o 16 8 9 d 3 . v 3 in 3 c+o o i 1 2 Ill b N II P 1+ + O 1Q � ,I n 3 ( I 1 N p 3 + n 3 o n 16 13 �1', 0 0 0 0 0 0 0 16 O 12 ® 0 0 Q.' DESCRIPTION of REVISION DATE APPROVED STREET CONSTRUCTION NOTES CITY of RANCHO CUCAMONGA CONST. 8" CURB AND GUTTER PER CI'T'Y STD. N0. 104 A 2 CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) ROGUE RIVER DRIVE- CONST. VARIABLE THICKNESS AC OVERLAY FEATHER SMOOTH TO EXISTING. TRACT 16189 OWENS DRIVE4 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. E PRIVATE STREET O--CONST. 8" AC BERM PER CITY STD. NO. 104 STREET IMPROVEMENTS m 6 CONST. 6 CURB AND GUTTER PER CITY STD. NO. 104 ev PRIVATE STREET (D-CONST. 3" THICK AC PAVEMENT OVER 4" Ac. BASE (MIN.) OWENS DR. & ROGUE RIVER DR. 8 CONST. HANDCAP RAMP PER CITY STD. NO. 102 9�CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103 10 REMOVE AC BERM 11 CONSTRUCT CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A APPROVED BY: / DATE:-,,/---- Underground ATE: \<� C� 12 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 700 "W" PER PLAN Q AOMAS CITY ENGINEER �j�( � t L RCE: 24953 Underground Service Alert 13 CONST. LOCAL DEPERSSION PER CITY STD PLAN NO. 307 �� s"' "�` � �� �� 14 CONST. 6" CURB ONLY PER CITY STD. N0. 104. �o� sf �Z DESIGN *n MADOLE & ASSOCIATES, INC. RECOMMEN E CALL 15 CONST. 5 THICK AC PAVEMENT OVER 6 AG BASE (MIN.) L CONSULTING CIVIL ENGINEERS G to o� Q0 TOLL FREE 16 INSTALL 5800 LUMENS STREET LIGHT < NO. 62183 U, AND LAND PLANNERS 17 INSTALL STREET NAME SIGNS PER CITY STDS. 401-A & 401-B. Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET m 1 -800 18 INSTALL R-1 STOPSIGN AND "STOP" PAVEMENT LEGENDS kp RANCHO(909C�M948-1 31 1 91 730 ."+ 422-4133 AS SHOWN PER CITY STD. NO. 401-B. ���FOFCAt �` MFG 62183 2 OF 14 20 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A CHECKED RCE No DRAWING N0. T110 110RKING DAYS BEFORE YOU DIG 23 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1. AS DATE S• 08•oz FILE No I�� PROJECT SHEET N0. OF _ JA682-14091streets1ST02.dwg, 05/08/2002 06:45:01 AM, ats L=42.41 L=38. 8 BENCHMARK L=42.79 O.C. O.0BENCH MARK No. 10063 O.C. AT THE CENTERLINE INTERSECTION OF EAST AVENUE �4 �4 94 �4 °r4 �4 4 94 STAMPED VICTORIA bMSI STREET, 2' BRASS TRAN TRANSPORTATION CONCRETEST IA". w t0 � f- 1- M fY Cf X M O t0 x� "/4 � U N N 't I` r� d0 U to N rn ao 4 4 4 ELEV.= 1342.346 O ao o''� W Iri G' ri ►� �t N BENCH MARK ABOVE NOT FOUND; USE 'HILTI' NAIL rn r- m 0 m O N N N N N N N N N N y r ^ AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND r) M ry r) M r) M M M r) W N N N m N �N U N `t NC14 W N N N N EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- M M + + coo M M M ago M BMENCHNo.MARK ONo.63 10063 TO THE DESTRUCTION OF N N O 14, + z M M PART. 50' V.C. L=39.40' I` N N 50 V.C. P 1=1325.86 OC 0.53% & =1324.51 j 1* 4 94 94 ny4 N N CO U-n to Lo Lo W > NIJi U to O FIL 0.52% 0.50% 0 m O > N O`'� 'n '� tri :PROPOSED TOP OF = O N M o�' o +M M M M n 'LY CURB 0.50 P. o N L + N r-04 + * `. N ± N O to nj� O om CdM M 30.©3. V.C. • J =0.97% 14, . +M) 0D + qt q I7AI N C nM N � HW O tf 0N0�i5% _)(m U + PROPOSED TO P CF c6 C:) � 2m 0) L0 N Int ) p rr) 00 + O O4 50.00' WLY CURB + _ z ri o + +N ♦ VIC o6 o C � � \ z MMLq C1404 C14 M M PI=1325.83 O M N N N 00) 0.5 + + - � K) M 1..: TRANS. n 11%E7 + qn= 50.00' V.Q. U a 010- 0.53% N N N * PVI=1324.54>U> � (o o�. oo N N C-0 OU W ON N+rn�l�^r) + _ i^ O � O� Cf)nC'4 00N� N O IIi--N+ CNN rn PROPOSED FlNISHED •45% 6 C o►� + "' '0 + + �'�M L=39.40 SURFACE ® CL 2.0 N + N N to 000 OC q* * ,•� 2.4% rn r` m nc 30.00' V.C. =53.59 ± 2z M U N Lo W = O.C. o N N N g 0 6 q S N �3 0�1 PROPOSED FINISHED M +_ to N PROPOSED TOP OF M O co °' to l °' � W PRT. 50' V.C.SURFACE CL L=42.39- SLYIF CURB 0.53X c 7oPO Idi N C14 C4 LO V=1325.86 OCN+ 50.00 V.C.oaU N 13 2 4.57 - FL 0.52 rU O U04 OC)o ��4 0.56% N mOUJI >tnW> O ItNi rU-) , O NM NM MO o-11FN W Nto OMON o .14 +O + NM M M M r-0) Om O O N r':C) 04 NM n q*to +N .. M + ± i-.*- -.6 * +N CA M CONTRA TOR TO VERIFY PRIOR 00 : L=42.39 J TAN=1.30% TO BEG NING CONSTRUCTION. 0c S3% aa� ° ~ PROPOSED TOP F PROFILE �.�PN®2F` w± 4M E'LY CURB HORIZ 1"= 40' N N VERT 1'= 4' 15' CURB TRANS. M 17+ 00 18+ 00 19+00 20+00 21+ 00 22+00 PL 1-s 40' 23+00 11+00 12+ 00 13+00 SCALE IN FEET ROG rJ V 0 40 80 120 160 Z7SCALE: 1 " = 40' t'4 90 pRC s RI E .. J A T LER DRQ, . . F O EX. IMPROVEMENTS PER CITY w �� DWG. #1714, 7 OF 10. W i 4 90 pRrr II to {BUILDING SETBACK LINE m __- D � BCR N mU + L;j m 12+43.23 43�1.2. 3 NNE CRRUSSIAN RIVER CT. 20 SEE SHEET 6 1204m D* O $ I 0 20 3 p 1OD W O11 45 12+00 I ' I +I O 1 18+02.74 cl INT + aI16 5 w o+ 3 ' =12+86.10 cl IN 10 T +4C 00 w P::� o3 N Ix 00 00W O 5556 N ONV) 54 N OD N , N ++ O + + f 20+57.41 cl INT ' OD =10+00.00 cl INT 14 BCRg V)E � tr �► W e _ F 48 46 - D_ 18 EC \ K C 8 + 7 1 + 0 19+00 - 7 20+00 o I BUILDING SETBACK LINE i5 ICn N 895 2"'W �- o - -_ _ �+po_ / c, ' 8' II 18' A 11 a 00 10 A JK nL cn 16 - _ ____ ---- --- - -- ------- - H x STRAWBERRY PLACE ----'n- -- -- - - - -- - ---- - U-) \??x 9 + ^ ,_` '�O 47 0, W 0 ; �'to N _ \ xo6 �� PRIVATE STREET m ' O f\ - Ill ao d J 7 �� 60 v r� a> i N it ^ + is 13 w 12' 8' 18• 1 cm OD 10)I3 I Nco I N o+ 3 + + I �n 15 16 + 3 i ° N '. 6 \ S v 0 0 0 0 STRAWBERRY PLACE %16 17 'S`�Xo �,�X SEE AT RIGHT y� „ ,� 18 SCR 8 / Qi ROGUE RIVER DRIVE 1618 22X05 DESCRIPTION of REVISION DATE APPROVED SCR 9 � �' `\ CURVE TABLE ' CURVE DELTA RADIUS LENGTH TANGENT CITY of RANCHO CUCAMONGA PRIVATE STREET ,�'' `, A 9.07'28" 318.00 50.64 25.37 11+33.88 cl INT \ B 15.33'49" 282.00 76.60 38.54 ��� =23+50.21 cl INT C 83'36'59" 27.00 39.40 24.15 A STREET CONSTRUCTION NOTES �k D 89.56'40" 27.00 1 42.39 26.97 TRACT 16189 E 90.00'00" 27.00 42.41 27.00 G)-CONST. 8" CURB AND GUTTER PER CITY STD. NO. 104 / F 81.51'40" 27.00 38.58 23.41 ( CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE MIN. ` 22 G 40'31'47" 317.00 224.24 117.04 2 3 CONST. VARIABLE THICKNESS AC OVERLAY FEATHERSMOOTH TO EXISTING. / H 35'53'08" 353.00 221.09 114.31 STREET IMPROVEMENTS ev 4 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. (i 114'39'45" 27.00 54.03 42.11 �-CONST. 8" AC BERM PER CITY STD. NO. 104 `� 90'47'42" 27.00 42.79 27.38 ROGUE RIVER DR. & STRAWBERRY PL. 6 CONST. 6" CURB AND GUTTER PER CITY STD. NO. 104 K 15'33'49" 300.00 81.49 41.00 7 CONST. 3" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) L 46'5106" 335.00 273.93 145.15 8 CONST. HANDCAP RAMP PER CITY STD. NO. 102 APPROVED BY: DATE: CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103 21 Q CITY ENGINEER %� �� ���(,��� � (` . RCE: 4953 Underground Service Alert �� S,fF2 DESIGN RECOMMEN ED g 10 REMOVE AC BERM 11 CONSTRUCT CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A ,� Q° ,��cy M A D O L E 8c ASSOCIATES, INC. CALL 16 INSTALL STREET LIGHTS 5800 LUMENS (� d �p fn Lp CONSULTING CIVIL ENGINEERS �j C' 0 co t�+l d No. 62183 V1 AND LAND PLANNERS �.,� TOLL FREE 17 INSTALL. STREET NAME SIGNS PER CITY STDS. 401-A do 401-B. EX 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 m 18 INSTALL R-1 STOPSIGN AND "STOP" PAVEMENT LEGENDS P' * RANCHO CUCAMONGA• CA 91730 SHEET 9.4 1-800 AS SHOWN PER CITY STD. NO. 401-B. \� (909) 948-1311 422-4133 19 REMOVE A PORTION OF THE PERIMETER WALL ATF �1 V 1' o�� MFG/JKD 3 of 14 �CA0F CHECKED RCE No 62183 20 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A DRAWING N0. LTWO WORKING DAYS BEFORE YOU DIG AS DATE Y-09-07,- FILE No - PROJECT o PROJECT SHEET N0. OF JA682-14091streets1ST03.dwg, 05/08/2002 06:25:49 AM, ats BENCHMARK 57.52 L/2=69.64' BENCH MARK No. 10063 TANGENT O.C. AT THE CENTERLINE INTERSECTION OF EAST AVENUE 30' VC 40' VC 50' VC AND VICTORIA STREET, 2" BRASS DISK IN CONCRETE PI=33.00 PI=34.56 P1=36.30 50' VC U M STAMPED "DIVISION OF TRANSPORTATION EAST VICTORIA OD m ao L=29.32' PI=339.51 U O N BENCH MARK ABOVE NOT FOUND; USE 'HILTI' NAIL CY!co vi t° Ofl) Ui .C. U 2 M.� AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND L=35.63' L=49. v +on U M M M �' m n EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- L=35.63' - M 00 MARK No. 10063 PRIOR TO THE DESTRUCTION OF m ey 9, ao 51.22 VC N o BENCH MARK No. 10063 0_ 4 94 4 U N m r,j U r�j PI=334.39 M o U 4'4 U N N mst�0 M m� U iIt a 94 94 "/4 0_ w n N n CD 1112 l") �`' ,.� O M m ^ M M M M •5/a , U 1 M M x t- M M M U M t=42.4100 W O O► o r7 t\ M '&/494 4 >�LOC14 nM M M .5. PROPOSED TOP OF 4 >' O � M + 56,79' L =69.64' LY CURB 00 o M mo�' �go�° 38' �- PRO OSED TOP OF FL 2.0 _ •o?� 81.88' o rn M n a N N LY CURB ___ - TAS U r a a>u?� M M w 50' VC a 1320 1320 --�- CRWN 56.97 PI=33.1 1 �Do o.LO o�n r- M o UtF U� �M 1f)M+ 10 a >O �r7 1- 00r + + CRWN L=89.45' Z N U > ao►'� M + + o M 04 N o o N O''� N `� N 51.22' VC- 50' 'n VC 00p) �,'o Un M r� oo co mn n N 1A + + PI=29.38 00 -0000.0000 Z± o ►o) + � U er M Ind LiZ V0 00 w 00 N N re) 04 N � 50' VC VN WOWS U �� ►� % =3�2'� PI 50 VC ' 0OM �NO JN �M Cr) y ° L/2=69.64' 2• N PI=36.30 0� ,.' no n m►, o o+ O.C. c� �P 40' vc + � X N o�' + 50' �, PR POSED FINISHED 1320 1.1pz 30' VC P1=34.56 0 1320 r 4X °' o _ o+ PI=339.51 In �`! SU FAC OCL PI=32.97 M M ao o ► y L=42.41 43.14 L= 9.32 Mao + cy eyCY! to M M •8 k 5� o nPR POSED FINISHED N N 4 N M M 51.22'V.C. ° n S RFACE O CLaf 00 U r� m ao _ 50' o U 04 � ''� PI=334.39 w P1=29. M M w o M M .52x U M M M �e i330L=42.41' co U Un U n oo O.C. ny4� U`� rn M PI=341.60_' 2j ORn 00 CD N N ,� + PROPOSED TOP OF 94 44' "/4 °D M '� PROPOSED TOP OF r� ,•� o �' 'LY CURB m AN L2=69.64o Mo 57.52' + SLY CURB 1320 1320 pq o L=29.32 O.C. 57.52' TANGENT PROFILE HORIZ 1"- 40' VERT 1"- 4' 1330 9+00 10+00 11+ 00 12+00 13+00 PLAN 1-= � 9+00 10+00 11+00 12+00 13+00 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT SCALE IN FEET A 75'36'27" 27.00 35.63 20.95 0 40 80 120 160 B 105'00'00" 27.00 49.48 35.19 C 210'00'01" 38.00 139.28 141.82 y= D 15'00'00" 1 112.00 29.32 1 14.75 E 90'00'00" 1 27.00 1 42.41 1 27.00 LINE TABLE UNE BEARING LENGTH F N15'00'47"W 56.79 G S14'59'13"W 57.52 AA H N14'55'29W 57.52 /7 I S15'04'35"W 57.52 SCALE: 1 " = 40' 77 SCALE: 1 " = 40' 2 Uj 0 WENS DR. m STREET CONSTRUCTION NOTES ROGUE RIVER CT. 1 Ug In SEE SHEET 2 2 J SEE SH EET 2 1 1-CONST. 8� CURB AND GUTTER PER CITY STD. NO. 104 o + + W 1 I 2 CONST. 4 THICK AC PAVEMENT OVER 4 AG. BASE (MIN.) 3 + + I a i 7 50 m �-CONST. VARIABLE THICKNESS AC OVERLAY FEATHER SMOOTH TO EXISTING. ' v 1 i 7' 18' 18' 7' z v m 2 1 71 4 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. ' ----- ---_ L=42.23 2 - Wo 72 co I 1 W L=29 70' 5a-CONST. 8" AC BERM PER CITY STD. NO. 104 8 ,, W-12 W _ N 3 W=1 s' 2 6 CONST. 6„ CURB AND GUTTER PER CITY STD. NO. 104 m S O rn I 7 CONST. 3 THICK AC PAVEMENT OVER 4 AG. BASE (MIN.) 9 I o + L0 I CONST.6 o o N I 8 NST. HANDCAP RAMP PER CITY STD. NO. 102 o _a aCONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103 9 / 10 REMOVE AC BERM " IN 11 CONSTRUCT CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A 4 - - _ o - _ 7 L=28.70' 2 S g t8 _ ,,-' 16 INSTALL STREET LIGHTS 5800 LUMENS ' _ _ 41+ _ _ _t 1+ o W_12 INSTALL R-1 STOPSIGN AND "STOP" PAVEMENT LEGENDS N 0 00,47" W QH 18�AS SHOWN PER CITY STD. NO. 401-B. 6 QD 6 - `t L=42.64' 20 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A 8 AN 0 75 s, i O W=12' 2 23 INSTALL STREET TREE PER NOTES ON PLAND LEGEND ON SHEET 1. I to �,_ - 11+00 11+65 I ' LO0 04' E °0 p C EC 1 � \16 � � � 70 p 124 II O mI i I E 5 �k + +O OD II w o 74 -- -- , m 0 -4 OD m I v w n 1 n � I 6 g v v 68 v N 69 ' 16 ? -Zi 73 m 2 w i m U-) n I 50 + I cn W^ r I+ o w N 3 v 1 � � a fio o I m W DESCRIPTION of REVISION DATE APPROVED I 7' ' 8' 18' 7' I °'- N,-- 6 5 I 2 23 2 Of a 3 CITY of RANCHO CUCAMONGA ROGUE RIVER DR, I N J A SEE SHEET 2 23 2 TRACT 16189 � COLUMBIA COURT SAND CREEK COURT STREET IMPROVEMENTS PRIVATE STREET PRIVATE STREET COLUMBIA CT. . & SAND CREEK CT. APPROVED BY: DATE:- Underground Service Alert "6218'3 �\AOEssa _ CITY ENGINEER �i'�1_ �-� C r;,c��� �2 ,1 � T c c � RCE: 24953 I WS � DESIGN MADOLE & ASSOCIATES, INC. RECOMMENDED CAI'I' Om CONSULTING ILANDIVPLANNEIL IRSERS O DZ co TOLL FREE � Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET 1 -800 s RANCHO CUCAMONGA. CA 91730 422-4133 T.�� ��v kv o dKD/sC c909, 948-1311 4 14 of T ICAO CHECKED RCE No 62183 DRAWING N0. T110 WORKING DAYS BEFORE YOU DIG ASDATEJr- Ir'0 ti FILE NO -. (b PROJECT SHEET N0. OF J:1682-14091streets1ST04.dwg, 05/08/2002 06:25:14 AM, ats 100' VC BENCHMARK PI 335.81 BENCH BARK No. 10063 AT THE CENTERLINE INTERSECTION OF EAST AVENUE L=17.80' L=43.59' L=111.35' 10ENT1 A� POINT AND VICTORIA STREET, 2" BRASS DISK IN CONCRETE OC TANGE OC 0 0 23.13' STAMPED 'DIVISION OF TRANSPORTATION EAST VICTORIA. w m W M TANGENT L=48.8 44.39' L/2=69 64' ELEV.= 1342.346 BENCH MARK ABOVE NOT FOUND; USE "HILTI" NAIL rn M OC TANGENT OC AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND M m '� 50' YC EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- r-M o M � �'� °D MARK No. 10063 PRIOR TO THE DESTRUCTION OF OD CN � f7 P1=336.43 BENCH MARK No. 10063 N ±M O 6nM MU M DE OF M v 0OD� M >►U .562 m� Li Wmm M 50' VC 1340 P1=328.24 PROPOSED TOP OF L=42.41' NLY CURB OC � oO 1 0 VC 0.49% 00 ' POINT X 0.526 0.526 N P 35.81 ao ao OWO U 00 M V aj 0 M PROPOSED TOP00 NNM M 50' VC1330 + M 1335 CURB O P1=336.61 O Cb W IU j►r�- _ PROPOSED FINI ED a_ ^ o- CN n °n'- 56.99 TANGENT w 1* a4' ""4' �r4 44 >N O+0 M ^ SURFACE ® CL U N o M x °°M + 0.75% O m M m to > � N �''I� U coM U M 3' 50' VC r:T ui oo►� O:2g oo nto to o 10E� 59 0.75' to 610 +P1=328.21 + TANGENT +te . ' ' + + CROWN LINE o N00 Ui 1 VC POINT 1.537. + P =35.81 00WW O uj N 0)nUp 2.0 0' 1330 NowoNM 1335 PROPO ED FINISHED O o + M ,O 38.00' o� � oO o�� �� M SURFACE O CL O N O M N � OL-4 ♦ ♦O g m>rr7 +O NN�M ^r In m O UnMU mo A �rnM �Crv p ' f\ �' moi' 44 4 m W M M M _O F- 4 M 2 50 V 4 ��00Ili m CS C4 P1=328.24 U + v w Ui o rn X+N N d + _on N oo N LO M ''� O 5036 S=0.0052 Oo 0.51 � M 1� M L-38.88 'N ri A co r- U N pN � r0 M M OC W o o' + k N L=29.32' 57.52' TANGENT L/2=69.154 ' o In 0 1330 Go ^ + =42'41' 1335 PROPOSED TOP OF 0C 0C 50' VC N Cq Cq M +M O o oc SLY CURB PI=37.60 • PROPOSED TOP OF R � SLY CURB PROFILE 44 a� 9'4 �4 HORIZ 1"= 40' VERT 1r= 4' 10+00 11+00 12+00 13+00 PLAN 1"= 40' 9+00 10+00 11+00 12+00 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT SCALE IN FEET A 90'00'00" 27.00 42.41 27.00 0 40 80 120 160 B 10'00'00" 102.00 17.80 8.92 C 110'00'00" 58.00 1 1 1.35 82.83 (D> 25'00'03" 112.00 48.87 24.83 E 210'00'00"1 38.00 139.28 141.82 II 15'00'00" 1 112.00 29.32 14.75 82'30'19" 27.00 38.88 23.68 F G LINE TABLE UNE BEARING LENGTH W H N09'55'28W 43.59 J I N79'55'26W 23.13 Q U J N75'04'31"E 44.39 SCALE: 1 r = 40' V) K> N74'55'27W 57.38 STREET CONSTRUCTION NOTES P�l &--CONST. 8" CURB AND GUTTER PER CITY STD. NO. 104 2 CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) a CONST. VARIABLE THICKNESS AC OVERLAY FEATHER SMOOTH TO EXISTING. 4 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. CONST. 8" AC BERM PER CITY STD. NO. 104 CONST. 6" CURBROGUE RIVER DR. t i 6 --CONST. 3" THICK AND PAVEMENT OVEGUTTER PER R 4 AG BASEL (MIN.) 18 8 CONST. HANDCAP RAMP PER CITY STD. NO. 102 SEE SHEET 2 0 " 0 20 63 16 62 3 9a--CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103 ao - o m z i 20 W a- 10 REMOVE AC BERM 5 50 ,i ,� o $ 0 m u'i� 20 °' 64 - - N `O o+ v 61 11 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A 0D n 11 " ^ �' m 16 INSTALL STREET LIGHTS 5800 LUMENS 7' ' 8' 18' 7' rn II rn ^ _j 3 io io ,�� ( o o ori ,;� 3 U `° W ''' Lf32.25' 2 " + O rn ^ m `6 o � m it < w_jr 1 s' 17 INSTALL STREET NAME SIGNS PER CITY SIDS. 401-A & 401-B. + � 3 ''' m k'. S63' o o 11 3 �' _ 18 INSTALL R-1 STOPSIGN AND "STOP" PAVEMENT LEGENDS F N ^ 76, + + ,-- - - AS SHOWN PER CITY STD. No. 401-B. = °�' _ N - --- _ 9 - - - 20 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A 9 -____ 16 P� - - -- -- 43.0 ' g 21 CONST. PARKWAY DRAIN PER CITY STD. NO. 107-B l+ (9� __ -- ,, 22 INSTALL SIGNS AS NOTED ON PLAN PER CITY SIDS. 401-A & 401-B. o A i --;-- --------- ---- -==-}----------- - - 21 23 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1. D HNLY 6 ti ' �` 13+08.50 cl INT . - 60 ' E 1 O op g © " __ _ a ' - 311+00 7 '11+64 �i " " " 10+00.00 cl INT - _ "` - 11+00_ _ _ 7 _ 12+00 _ _ _ r 6 N 89'55 27 W . ' N 0'04'33" E 65 6 K 11 00 �` ` 4 ; L=51.00' 2 ' 9 A W-16' I 1 ' G Oj - , BC 4 1 n 1 i N I 17 A � 1 z (J1 1+1 u ;t w ^ EC , �1 LLJ w of of Ln 0L> m icc M w DESCRIPTION of REVISION DATE APPROVED I V V F W W Z i j I 11 1 o W d 3 m w W c� ' EC ,n o + 0 o I m OD BC ', Ki ,ri o v co co 16 N 0 11 + + m o „ 1 CITY f '41 CNI 2 23 Ln o , I N o - _' 59 o RANCHO CUCAMONGA 0 O + N' i 1 1 m 1 d A TRACT 16189 TRUC KEE PL. C AJO N CREEK CT. SEE AT LEFT STREET IMPROVEMENTS SEE AT RIGHT � TRUCKEE PL. & CAJON CREEK CT. TRUCKEE P BY: DATE: CAJON CREEK COURT CITY ENGINEER RCE: 24953 Underground Service Alert PRIVATE STREET � �i PRIVATE STREET �,o� .����Z*1 DESIGN MADOLE 8c ASSOCIATES, INC. RECOMMEN E CALL No. 62183 N LP CONSULTINGANDCIVIL LAN ENGINEERS D D1- co TOLL FREE Exp: 9-30-05 DRAWN 10R601 ANC CHURCH CAMONGA, CA U9 730°7 SHEET m 1-800 d KD (909) 948-1311 5 14 422-4133 '�,F C/ I�- o��` of OFCAt1F CHECKED RCE No 62183 DRAWING NO. p T1I0 WORKING DAYS BEFORE YOU DIG AS ( H DATE S'oS•vL FILE No I�T� PROJECT SHEET N0. OF J:1682-14091streets\ST05.dwg, 05/08/2002 06:24:46 AM, ats BENCHMARK BENCH MARK No. 10063 L/2=69.64' AT THE CENTERLINE INTERSECTION OF EAST AVENUE AND VICTORIA STREET, 2" BRASS DISK IN CONCRETE STAMPED 'DIVISION OF TRANSPORTATION EAST VICTORIA. O.C. 50' V.C. ELEV.= 1342.346 �-- L=53.76' I L/2=69.64' BENCH MARK ABOVE NOT FOUND; USE "HILTI" NAIL PVI=13 1.35 TANGENT I O.C. AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND rn U 'V.C. EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- L=29.32 57.52' t`I O n MARK No. 10063 PRIOR TO THE DESTRUCTION OF U PI= 328.80 TANGENT to m , o L=48.73 U BENCH MARK No. 10063 C) `" r� V PO O.C. � O � V.C. M U N ] U� `° O UN PVI13,2.7.26 U U O U � (�j m04 n C14 j0 LJN UM L=42.41' m w N 44 w N m r- 44' A4°D ,2 ►'? ta! v er °r 141/4' ar n It o+ 6 1.00% 4 4 4 4 t\ 6 `L 30 0 w) P Lo n N r' v o ``' ro N N n g� PROPOSED TOP OF °D 38' a M `� k� W LY CURB r C%1M M M '530 PROPOSED TOP OF U.1 n .1r38 a 1325 W'LY CURB a- N n o = 1325 50' V.C. N U n W =1328.73 a n Q 50 V.C. N ,M6 � � CL W^, Nao, U, PVI= 327.23 n + n �'' o6 Q? N O r) to w O nn (, rim Co� + HPO n� Mki (0 NN 6'/o X O� +� M c� + to 2• •00 n + X + N eZOo�o Z a- V� LJ to +r4) � tZ On 2. - N to tnw� O � V 4 0.94% D 0C N N Ki L/2=69.64' onC) 04 M ° PROPOSED FINISHED NO c� + � 0O O, PROPOSED FINISHED C C 50' V.C. r o �`' SURFACE O CL o C'40-- 39�° SURFACE O CL 4- L/2=69.64 - ,D 1325 1325 Pvl 13 1.35 0.C. 50 9V. L=29.32' 57.52' U N 0 i y 'V.C. TANGENT N m o 0 56.84' P1= 328.80 PVI= 9.50 .00 .0 Oi rt i j M L=45.97' TANGENT o 04 1.0 m ' O PVI=1 f3 7.26 mM � Um N' NU 38.58U U o0 4 > MN n N W N w N oy4 a �4�4m N p7 U M 10"V a r, r7 0) rn to m N 1.00% cr Lo n L0 O 00 t0 O N to N co n N tD 44' 44' �� N 0M M M O M 03 PROPOSED TOP OF 0 � M ELY CURB CN M " '5 B5PROPOSED TOP OF 1325 In.- ELY CURB 1325 E1 - 26.05 E2 = 25.42 _ M 25.73 _ F ILE"= 40' "= 4' _ 9+00 10+ 00 11+00 12+00 13+00 PLAN 1-= ,Q, 9+00 10+00 11+00 12+ 00 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT SCALE IN FEET A 90.00'00" 27.00 42.41 27.00 0 40 80 120 160 B 15'00'00" 112.00 29.32 14.75 \ C 210'00'00" 38.00 139.28 141.82 D 81'51'40" 27.00 38.58 23.41 E 103'24'13" 27.00 48.73 1 34.19 F 99'36'25" 1 27.00 1 46.94 1 31.95 LINE TABLE LINE BEARING LENGTH SC G N14'55'29"W 57.52 '9� H S15'04'35"W 57.52 N58'04'23"W 53.76 J N28'04'19"W 57.08 77 SCALE: 1 " = 40' o ° STREET CONSTRUCTION NOTES WILLIAMS 0 N RD. &--CONST.SHEET 7 CONST. 8" CURB AND GUTTER PER CITY STD. N0. 104 ROGUE RIVER CT. 2 @)-CONST. VARIABCONST. 4" I CK LE THICKNE SE G.AC OVERLAY OVER 4"NT A FEATHERBASE ( SMOOTH TO EXISTING. SEE SHEET 3 1 4 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. 5 5�CONST. 8" AC BERM PER CITY STD. NO. 104 20 50' 1 g' 118' 7' 47 o`O 23 6 CONST. 6" CURB AND GUTTER PER CITY STD. NO. 104 7' , 18' 18' 7' I �0 18 46 *`O yro 7�CONST. 3" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) 18 1 1 5 oX CQ` v y' / 8 CONST. HANDICAP RAMP PER CITY STD. NO. 102 9�-CONST. SIDEWALK 4 THICK, WIDTH PER PLAN, PER CITY STD. NO. 103 m __ __ ��P •.`O �Q 10 REMOVE AC BERM ` t 0 N 20 '�' I °° ''' i k� 20 ��' ox`'� i �/ 45 11 CONSTRUCT CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A -- 1i 4 ^ 1 til' _ _, 16 INSTALL 5800 LUMENS STREET LIGHT 5 52 y - - "STOP" Y►., m o 1 M rn 53 � 24 ; I 8 -' g 18 INSTALL R-1 STOPSIGN AND STOP PAVEMENT LEGENDS AS SHOWN PER CITY STD. NO. 401-B. + v rn H I N 1-1 1 i 1.45.59 20 20 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A 10 t`' 0 3 1 9 1 _---. I o E c W=12 21 CONST. PARKWAY DRAIN PER CITY STD. NO. 107-B 16 i I , I 6 1s 23 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1. --- --- - - \ 16 13+27.23 cl INT I I 11 IL - BC , I A G =10+00.)0 CI INT 11+00 ^ -- 6 ` i 43 04 2 L=28.93' 20 7 N 1 - -- -- O co 1t - -- -- I W=12' 20+57.41 cl INT 10 00 6 _ _ 11Op_ 7 11+97.12 L=46.57 --{ L=39.08' =10+00.00 cl INT , - `' N 0'04'33" E s ~ W-16' 20 F 6 ! 44 ± 1 1 © I 10* 4894 11+13.92 cl 17 i� 6 } H 21 51 I R \ Qom'. r ;+ 42 w, 9s DESCRIPTION of REVISION DATE APPROVED o I 43 ° m W 48 J 49 50 m CITY of RANCHO CUCAMONGA rn � � Im � II w ss N Co II N W + 3 1 r7 II 3. w "X, Q 1N "I - 1 % 20 + wwa 1 ¢01 , moo. TRACT 16189 � 1 g 23 I 20 V2 BLACKFOOT C STREET IMPROVEMENTS � I I PRIVATE STREET RUSSIAN RIVER CT. & BLACKFOOT CT. APPROVED BY: DATE: Underground Service Alert �Q�Ess�,,_ CITY ENGINEER RCE: 24 53 �C <<c� � _ RUSSIAN RIVER CT . `� o� ��c, DESIGN MADOLE 8c ASSOCIATES, INC. RECOMMEN E TOLL FREE PRIVATE STREET CONSULTING CIVIL ENGINEERS (� o a�- NO. �D 62183 (n � AND LAND PLANNERS qpq 1-800 Exp: 9-30-05 DRAWN 10601 CHURCH STREET. SUITE 107 m * * RANCHO CUCAMONGA, CA 91730 SHEET \Q (909) 948-1311 422-4133 ATF C,V,� o�� ss 6 OF 14 � OFCA0E CHECKED _- RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG ASDATE ,f•o IF•o FILE No (��3 PROJECT SHEET N0.____OF J:\682-1409\streets\ST06.dwg, 05/08/2002 06:24:18 AM, ats BENCHMARK BENCH MARK No. 10063 AT THE CENTERLINE INTERSECTION OF EAST AVENUE 100' VC L=42.41' OC AND VICTORIA STREET, 2" BRASS DISK IN CONCRETE 100' VC PI=34.49 STAMPED "DMSION OF TRANSPORTATION EAST VICTORIA'. ELEV.= 1342.346 PI=27.19 .29 Ay �4 BENCH MARK ABOVE NOT FOUND; USE "HILTI' NAIL 4' 4 AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND 4 4 m EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- L=46.94' OC o N N U W O CO MARK No. 10063 PRIOR TO THE DESTRUCTION OF +M N > o 00 N N BENCH MARK No. 10063 U M M po O ,n co 1[) �M � M M L=4 73' OC �'' co U r� N 4 k N N pi +po to M M M 70.23' TANGENT L=53.5 OC =42.79' OC N N m vi m I M + , M M m .00r- cD In C14 CDS � 4- 43nr L/2=65.77' OC 50' VC M o un N 7 n CX)N 12104 PI=21.06 o UN 'n N ►'� ,04 +,�r' + M CROWN IN50' VC o r� U N w 4 N ''� + ►� 69.29 TAN ENT L=89.54 OC 56.99 TANGENT P1=20.61 c�i v i 00 U°N' o'- a M con M M M IE cD m w N �i N m N o N N a; Ay °'4 Am Ay PROPOSED TO OF 0� W^ N N N N N�� +M rnM ^ �4 4 4 4 �4 1.�X N'LY CURB 0 0 UM fir- �� N N M (D ^ M �N � ^ N .94% 2 O O N N N ♦r7 M Lo N M N N + + Ai4 FL 1.48°0 100' VC U� M M + M o o ''? N ,4896 PI=27.16 4, 4 �4 �4 a, CID Ay4 1. % w N U M P 94 4 UiPr)00 O M 1.5576 FL 1 .05X m .r n U�� +►N °' ,, ,, M O M .50X ULO � "i(6 + 4t �0 r`t•� U►M wM Ut^D aco InN cD� to M 1nin Ell►� M m m N Zm N �� � 00 M cDM V 4 N M + N M � U N 00 OD It M 2 38' L=135.90' OC O U rn N M to N QO 2' CROWN LINE 00 cD o M a ` N + 100' VC ao _� _Z°N + rn to N �' PROPOSED FlISHED PI=34.46 0`D a o N "+IN N I: M .48X 100' VC .40X M o OD SURFACE ® L .A6X N n M r Z U") o � + •48x P1=27.19 N Qf N r t n st cD N U V N O M O) 1.12 6 cD c6 00 0 N N M 40 In ►c +N n ^0 U0 Li M ♦ U2 C" �� 1*0 00 I� �j� 1t7� N O � 1fi Ui U M �I�j �I M W M 1.12X I`� `tMin 9 `jr- dco oN1 W% +� 3' +► +'� Li- m� L/2=65.77' OC 50' VC m ►`nn N M 50' VC PI=21.17 M U N N M N 2 PI=20.61 00 M o N a N + 74.76' TA ENT L=113.82' C 0 0 _ PROPOSED TOP OF 4o v m v� o o O N o 1 +M 04` ^� 1.,48x S'LY CURB 100' VC _ o� �o mo 01:14 NN +M + Pt=34.49 N N +M +po O� N 0 1.126 PROFILE o.s3 HORIz 10- 40' 4020 VIEW 1 w= 4' 10+00 11+00 12+ 00 13+00 14+00 PLAN 1-= 40' 15+ 00 16+00 17+00 18+00 SCALE IN FEET 0 40 80 120 160 _ � 3, • 2 le oPIR CURVE DELTA CURVE RADIUS E LENGTH TANGENT 30 g� A 114'39'45" 27.00 54.03 42.11 �x �' B 198'20'26" 38.00 131.54 235.39 17 SS C 6'21'53" 768.00 85.31 42.70 D 90'47'42" 27.00 42.79 27.38 E 2'44'33" 732.00 35.04 17.52 / X,xA? \\ 6 ,1 9 F 6'21'53" 732.00 81.31 40.70 ROGUE RIVER DR. 4o Fc ,�°'SO © H 103'240'3" 28.0 48.91 34.99 °x CD SEE SHEET 3 CD -io I• 17 F �,�x I 99'36'25" 27.00 46.94 31.95 s?9S N o 16 w �6 x�9 O� .�j� u! x 0 J 6'21'53" 732.00 81.31 40.70 L� ci 3 + w xs `�S ` f sS°° K 0-58"15" 768.00 13.01 6.51 `SO 06 N cr 2 17 B r /ft 16 ` ���6,pSj �i / pi 6c' T L 7-14'37" 732.00 92.54 46.33 9 18 + v S KFO O T C T. 2 /4.7- 16 N 7-14-37- 768.00 97.09 48.61 N m N N Of ^ w EE ,SH ^ 2 a ` 45'58'22" 282.00 226.27 119.62 E , E o I I� T 4 . b U 0 6 16 O 0 33-32'o6" 318.00 186.12 95.81 �3 ao 0 a: � . x 1 w + N + II Qi + m a N I C to 6 '�' P 90'00'00" 27.00 42.41 27.00 r o , 9 3 ►-� o d _ o N 47 + , ^ + II � Q 112-26'16- 58.00 113.82 86.70 ro _� 4 L`g3.55, M N 42 00 + IIIA �+ 3 Al `� -� R 6'21'53" 750.00 83.31 41.70 N M 31N S T14'37" 750.00 94.82 47.47 8 I �j T 45'58'22" 300.00 240.71 127.26 8' �', TABLE 7 8 H / D 1 N x�'� UNE UNEBEAR G LENGTH 16 G g 1 ,�p0 21 tea, U S12'30'49W 74.76 10 00 '- 1 7 1 1 6 -- 1 B V S65'16'05"W 70.23 - - -N 46' S 39 - -- _ _u+oa 12+00 - _ 3+ _ - 1 -- - - _ - - 6 6 - ,0, 6 ®O O 6 R 14+p� -� _ 15+0_0 _ ��' f' / -I�`s' 9 � �So 19 62g 2 O _ _ - -- F 1 --- � zz I ____ ----- ---- - ------ f � C•e526•• 2 51Dt=WALK MODIFfCi�TION TO SOT 18 21 z W rn a I 1 1 28 / p oo I N I ,°n' . Z - 22 23 iD I °' �_ 24 v 2 / Of Co N -� 6 I 0) HI 00 V U I U + II + M 0 N O I 10 U ao 61. / 2 0 0+ 1 0 3 I +CA 3 ao c� I J a 3 1 N 3 0 � I + 2 5 °p I . iD I �� a0 co 1 � o aop � a I rn I M + ++ 1 � � I �I + 3 1 a -' 3 I I �+ v~i 16 ^ 2 2 �o M I �+ 3 1 2 26 + 1 2 DESCRIPTION of REVISION DATE APPROVED 2 ,6 I ! 2 CITY of RANCHO CUCAMONGA 4 STREET CONSTRUCTION NOTES 1 CONST. 8" CURB AND GUTTER PER CITY STD. NO. 104 TRACT 16189 a 2 CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) C CONST. VARIABLE THICKNESS AC OVERLAY FEATHER SMOOTH TO EXISTING. STREET IMPROVEMENTS EMENTS WILLIAMSON ROAD 4 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. S�CONST. 8� AC BERM PER CITY STD. Na. 104 WI SON ROAD PRIVATE STREET s CONST. s CURB AND GUTTER PER CITY STD. NO. 104 7 CONST. 3" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) 8 CONST. HANDCAP RAMP PER CITY STD. NO. 102 APPROVED BY: DATE: 99 CONST. SIDEWALK 4 THICK, WIDTH PER PLAN, PER CITY STD. NO. 103 / 10 REMOVE AC BERM CITY ENGINEER t,'_ ( � tut j `f,( c C 4 RCE: 24953 Underground Service Alert ii CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A �P•(N" c` I �� T 12 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 700 "W" PER PLAN ��� 5+��� DESIGN MADOLE & ASSOCIATES, INC. RECOMMEN E a C[ll.l, 13 CONST. LOCAL DEPERSSION PER CITY STD PLAN NO. 307 + I.�P CONSULTING CIVIL ENGINEERS o 01 TOLL FREE 16 INSTALL 5800 LUMENS STREET LIGHT No. 62183 AND LAND PLANNERS Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET 1-800 @Y_INSTALL STREET NAME SIGNS PER CITY STDS. 401-A do 401-B. �+ RANCHO CUCAMONGA. CA 91 730 .- 20 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A `j'7- �P MFG JKD (909) 948-1311 7 14 422-4133 21 CONST. PARKWAY DRAIN PER CITY STD. NO. 107-B qrF �ivl�- o�� OF 23 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1. ICAO CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG 24 CONST. LIMITED ACCESS DRIVEWAY APPROACH PER CITY STD. 105-C DATE .I-o8 vz- FILE No C T PROJECT SHEET N0. ____OF J:1682-14091streets1ST07.dwg, 05/08/2002 06:23:56 AM, ate BENCHMARK BENCH MARK No. 10063 L=31.42' AT THE CENTERLINE INTERSECTION OF EAST AVENUE 50'V.C. O.C. AND VICTORIA STREET, 2" BRASS DISK IN CONCRETE STAMPED 'DIVISION OF TRANSPORTATION EAST VICTORIA 14.68' VI=1340.58 ELEV.= 1342.346 L/2 69.64' L=49.48' &494 94&/ BENCH MARK ABOVE NOT FOUND; USE NILTI' NAIL O.C. TAN. O.C. L=49.48' U �N on N N ni AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND 50' V.C. 00 EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- PVI41337.55 9' 6/4 r� �r M O O►� v►'� r� r� "� r� 17. 43.59 O.C. q4 co 0� W� og � � 9, q4 4 O.C. TANGENT � MARK No. 10063 PRIOR TO THE DESTRUCTION OF 4 9,4 94 4 w U In O M c6 W BENCH MARK No. 10063 In N O 00 N O m 00 � U� M'* M M M N M ±+N �N UUMS mM MMO to) LJ M M� DN WM n tD MM O Mi-Uj M (0 rn 1340 M NM 3g9 \---PROPOSED TOP OF 0.40% W'LY CURB _ 0.40% 5II'V.C. FL 0.40z w M ^ �! °i VI=1340.50 1335 ; . 1335 jIr O oPROPOSED TOP OF � oO 040 aN'LY CUR fl 00 4 4 4 e4 , 50' V.C. U 0(p +r7 00 EAM �� ♦M mM L=42.4 I + U a PVI=1 7.56O.C. x cci 0 Z H W 4f O 00 0 NM 1� N M �0d M O)� OMmM 0000 O tD1. M MM UOQ r O-O- 0 - X61 PROPOSED F1141SHED .101 1.0z .4 50' V.C. SURFACE O CL 0.40 e O 0 U 1=1340.58 a, 1335 �� L/2=s9.s4' 0 , o 1335 5' w O.C. + M + � 0 L=42.41' 5.0' tea, TAN ^ � NCjC, U PROPOSED NISHED o 0 0 o m 50' V.C. o SURFACE CL O.C. ey N M o o ''' M M M M PVI= 337.55 50' V.C. ey �4 4 in w t° �� U O t� 94 4 M 0 ^ M � d mM N0 ^ M M r Z M � M m 10) M M M pq 1340 + N 0 N o PROPOSED P OF o.4oz 4oz °' 0.c o.c. ELY CURB ^ L=7.9 L=7.95' 0 O ao M M 13351335 W O.C. O.C. + PROLY CUR L POSED TOP OF O SL-7.95' L=7.95' 7.52' TANGENT =29.32' PROFILE _ O.C. HORIZ 1"- 40' VERT 1"= 4' 10+00 11+00 12+ 00 13+ 00 14+00 PLAN 1�:�] 10+00 11+00 12+00 13+ 00 SCALE IN FEET 0 40 80 120 160 CURVE TABLE LINE TABLE CURVE DELTA RADIUS LENGTH TANGENT LINE BEARING LENGTH A 10'00'00" 102.00 17.80 8.92 H N74'55'25W 14.68 B 90'00'00" 27.00 42.41 27.00 1 N75.04'31"E 57.52 C 45'34'23" 10.00 7.95 4.20 1 N80'04'32"E 43.59 EXIT ONLY/EMERGENCY ACCESS D 90'00'00" 20.00 31.42 1 20.00 SEE AT RIGHT #GI 105.00'02" 27.00 49.48 35.19;ATI= P'� LLQ*InScw:"t 77 - 210'00'00" 38.00 139.28 141.82ct-+ T�cT�IAt_.. �L.ANS SCALE: 1 - 40 15'00'00" 112.00 29.32 14.75 VICTORIA STREET U 7' 13� 17SEE SHEET 10 r 50' I STREET CONSTRUCTION NOTES i�ce _ U CsC% �` m o I ; �� gaC�IITJ<GTu11L 16 1&-CONST. 8" CURB AND GUTTER PER CITY STD. NO. ? \ 20 cr 0, 1 12 CONST. 4 THICK AC PAVEMENT OVER 4 AG BASE (MIN.) °D W + 32 I z z a CONST. VARIABLE THICKNESS AC OVERLAY FEATHER SMOOTH TO EXISTING. `� Ir. - 0 1 11 I Co 0 i -- W 4 SAW-CUT"AND REMOVE EXISTING AC PAVEMENT. 20 . , i N 6 31 1 o (� �-CONST. 8" AC BERM PER CITY STD. N0. 104 34 \ �. �. 33 + 20 W N a 30 0"' _ O ,w 6 CONST. 6 CURB AND GUTTER PER CITY STD. N0. 104 �a O W o . 3 I Oc0 7� CONST. 3" THICK AC PAVEMENT OVER 4" AG BASE (MIN.) II � �'p �� 10+44.98 ECR + `O( f zl to+24.0t ECR w I 8 CONST. HANDCAP RAMP PER CITY STD. NO. 102 M 3 rn ,ri t n po 9�-CONST. SIDEWALK 4 THICK, WIDTH PER PLAN, PER CITY STD. NO. 103 + 10+71.00 cl INT coi 10+59 BCR i I 10 REMOVE AC BERM m 9 _ =10+00.00 cl INT / 6i b 11+11 BCR ._ _-- '' "---,, - -- cr m 11 CONSTRUCT CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A Q \ --_-- ------- -- --- - J Ln 0 , I 16 INSTALL 5800 LUMENS STREET LIGHTS (SEE SHEET 10) CU F z --- ,, - - , 20 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A �` x - w INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1. A _ . N0`04'33" E - - 00 - 1 -4 - - - - --- - v U1 n 11+00 ED C 1'0+100 - T _ T _ 12±04 - 35 N 89' 5'2 � J 57" - �=32.77' ♦ � - a � , OD J y lZil W_,6' � 10 20 6 � O I --- 12+55 BCR +� I 1 U ww a WLd I O 1 . _ ECR T 7 LD M '0 �i I� w O 5 U N 36 S�D,y �0`� i o t° I i, 38 °+' 39 ± 3 1- 40 0+ m o+ i O 37 cN 11 0 3 o r i v v v 20 / 3 0 o m 20 23 I + m a w a a w 20 + 20 SHEEP CREEK T. , DESCRIPTION of REVISION DATE APPROVED W +O WILLIAMSON RD. SEE AT LEFT __ __ __ __ o CITY of RANCHO CUCAMONGA SEE SHEET 7 ra SEE LANDSCAPE PLANS FOR TREE LOCATION AND TYPE TRACT 16189 STREET IMPROVEMENTS S HELP CREEK COURT E ONLY / EMERGENCY ACCESS- SHEEP CREEK CT. & EMERGENCY ACCESS PRIVATE STREET PRIVATE STREET APPROVED BY: - DATE: - CITY ENGINEER , ( ., I ,� RCE: 4953 Underground Service Alert �``9P� �i D I N I CAUoma' �*1 ES G MADOLE & ASSOCIATES, INC. RECOMMEND D TOLL REE �� NO. 62183 'p fT1 � CONSULTING CIVIL ENGINEERS 4,/(o/0;-__ co (n AND LAND PLANNERS � Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 40 1-p >� Q RANCHO��COU) S M�ONGA, CA 91730 SHEET Uoo ..� '�r crv��- SS 311 8 OF 14 422-4133 FpF CAto TWO WORKING DAYS BEFORE YOU DIG CHECKED- RCE No 02183 DRAWING N0. DATE f 0 f-01- FILE No l� PROJECT SHEET N0. ____OF JA682-14091streets1STO8.dwg, 05/08/2002 06:23:27 AM, ats BENCHMARK BENCH MARK No. 10063 AT THE CENTERLINE INTERSECTION OF EAST AVENUE AND VICTORIA STREET, 2' BRASS DISK IN CONCRETE STAMPED "DIVISION OF TRANSPORTATION EAST VICTORIA'. ELEV.= 1342.346 BENCH MARK ABOVE NOT FOUND; USE 'HILTP NAIL AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- o MARK No. 10063 PRIOR TO THE DESTRUCTION OF o BENCH MARK No. 10063 O o, +r. cD _ O�W �M O F7 t0 c0 - - M g (0 j„Cn 1.81xL — O� +0) M T 0� �M +cO M g M — OM - +M - N O .2276) — — ——— EXISTING FINISHED SURFACE O CL AIN)——— PAR 50' VC — — —— PROPOSED TOP OF PVI=1335.06 06% E'LY CURB TAN=0.72 1.70 U H H F U O� n ^ W O O M N 00 1.127L U H ~ V F7 U V m 00 .— W N W tD �t (�U M ,��,U l� MU .tU OD Cyj 'M M M LUAJU ~ ODD PO ►� �' M M LL. W O M 'L) M� M W) �.4 9, aj. O Iii tfj p O O tG 0;Cli p t` pj Kj 4 4 �4 OD If) + '� + M ON t�►7 �l' ♦ +r� +r•)n�4 �4 4 O� M W M L=54.9 ' L=34.98. Z!) v PROFILE CONTRACTOR TO VERIFY HORIZ 1 40' PRIOR TO CONSTRUCTION VERT 1'= 4' 12 + 00 13 + 00 14 + 00 15 + 00 16 + 00 17 + 00 p�" a— 4O' 18 + 00 19 + 00 SCALE IN FEET 0 40 80 120 160 -- CURVE TABLE CURVE DELTA RADIUS I LENGTH ITANGENT A 9000'00' 35.00 1 54.98 1 35.00 z 15'39'29' 74.10 0.25 10.19 LAJ V' 0 77 SCALE: 1 " = 40' 15'05'40" 7 . s 10.1 z <>U.1z t: 0 qQ V) _ z v O OQ 20+0o CL INT EAST AVE STREET CONSTRUCTION NOTES O o , Z. =37+24.28 CL VICTORIA n aCC 0+ I i w 0lO—CONST. 8" CURB AND GUTTER PER CITY STD. NO. 104 ,n Z ! ? 2 CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) +w O Iwm ' @) CONST. VARIABLE THICKNESS AC OVERLAY FEATHER SMOOTH TO EXISTING. o p I` + �,f �� `, 4 4 SAIF-CUT AND REMOVE EXISTING AC PAVEMENT. 50--CONST. 8" AC BERM PER CITY STD. NO. 104 -- -- - -+ - - - _ EX. POLEIFO --- --- ------ --------- � VEl[ENT E (MIN.) a 6 C GUTTER CITY STD NOEX. POWf'R POLE - _ _y _ - - _ _ _ - _ �._ D BE MOPED &_—CONST 3" THICK AC PA OVER 4- AG BAS HANDICAP RAMPT6 BE REMOVED 0R C 1 2 9�—CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103 ro ro—ro—ro—ro ro ro ro—b ro—ro—ro ro FO —ro—Fo —F0 Fo ro ro Fo ro ro % roro ro— ro—ro—Po 1�1 FO—ro—ro ro ro—ro--ro ' 10 REMOVE AC BERM 15 `� 1n' 11 CONSTRUCT CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A 42+00 _ ; 13+% _- _ 4 14+09 ; - _ _ _ _ __ _ S 16 10 16+00 4 1 18+00 19+00 20 00 12 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 700 "'Ire PER PLAN 13 CONST. LOCAL DEPERSSION PER CITY STD PLAN NO. 307 EXISTING IMPROVEMENT PER DRAWING 2 4 0 EXISTING IMPROVEMENT PER 15 CONST. 5 THICK AC PAVEMENT OVER 6 AG. BASE (MIN.) N0. 1714 SHTS. 8 do 9 OF 10 16 INSTALL 9500 LUMENS HPSU STREET LIGHT BY SCE TYP.RAWING . 1570 SHT. 2 OF 11 ( ) D NO e PAID AND COORDINATED BY THE DEVELOPER CONST. PARKWAY DRAIN PER CITY STD. NO. 107-B 8.0' o o � o 9 pn 4 AGE VAULT G0 I SC.E EASEMENT 77 40.33 -nROP09ED REVISED 9 4 `!9' 9 I f� fli J?/ AJbEC� 5GE 1/ .ULT t =SMENT OCA 1tL L 710N W m I s z mz� 9 U `° 0 Q_O J Q: Ir U O U F— W H U O (n U H U H U U N m Z V'z°°C14 �' m� OWENS DR. w � n � � m � w � N Q m � w � � � VICTORIA STREET O p00(nogo �w0 WO N p O O n cr, O 0 + �Zzl- Z "i(5q SEE SHEET 2 0; (50 + N o �i NM �; o u'i M DESCRIPTION of REVISION DATE APPROVED OWUQ 1!1 tpHN � F—N O �� N M N) Q = M �IX=(D0 (w W) 16 16 16 N CITY of RANCHO CUCAMONGA a p q m NOTES: TRACT 16189 1. SEE SHEET 11 FOR STRIPING 2. SEE ALSO LANDSCAPE PLANS FOR LOCATION AND TYPE OF STREET IMPROVEMENTS TREES OUTSIDE OF PUBLIC RIGHT-OF-WAY EAST AVENUE 3. REMOVAL OF TREES ARE SUBJECT TO TREE REMOVAL PERMIT ,\� FROM PLANNING DIVISION. U APPROVED BY: DATE:- Underground Service Alert 4. THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND P CITY ENGINEER �� ` RCE: 4953 ' g EAST AVENUE ELECTRICAL) ON THE PROJECT SIDE OF EAST AVENUE SHALL BE ����`� s Fti�, DESIGN MADOLE & ASSOCIATES, INC. RECOMMEND)ED CALL UNDERGROUNDED FROM THE FIRST POLE NORTH OF THE SOUTHWEST No. 62183�N L`P' CONANDI G IVILAEN IN ERS �/ �c c7- cc TOLL FREE CORNER PROJECT BOUNDARY TO THE FIRST POLE OFF-SITE OF THE 1-800 NORTHWEST CORNER PROJECT BOUNDARY. ALL SERVICES CROSSING {r Exp: 9-30-05 DRAWN 1ORANc RANCHO MO G909) A, CACHURCH STREET. u9 730 SHEET 422-800 EAST AVENUE SHALL BE UNDERGROUNDED AT THE SAME TIME. '��q �, ��Q J.KD./S.C. 311 9 of 14 TF�CA\L\FC� CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG A.S. DATE I.OF'o'L FILE No 14 PROJECT SHEET N0. OF J:\682-1409\streets\ST09-east-ave.dwg, 05/08/2002 06:22:37 AM, ats BENCHMARK BENCH MARK No. 10063 AT THE CENTERLINE INTERSECTION OF EAST AVENUE AND VICTORIA STREET, 2' BRASS DISK IN CONCRETE STAMPED *DIVISION OF TRANSPORTATION EAST VICTORIA'. ELEV.= 1342.346 BENCH MARK ABOVE NOT FOUND: USE "HILTI" NAIL AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- MARK No. 10063 PRIOR TO THE DESTRUCTION OF BENCH MARK No. 10063 O N O� 8N �� O� 8� +OR0 -T g N EXISTING SUR ACE AT C� 0 0, - _ Ori o+� g'� -E Ocn o <n o 1345 -L•e2X�_ • - �� �� 0`` �� �� C>CAI o �� +� CitO $O O� OINi gtn o ,* IAM + to - - --- - - - - - (0.53X� - - - - - - - - - - 0.15 - - - -- - -- -- - 0.29% - - - - - - -q4n0M - - - - - - - - -- -- (0- � (0.19X) .t L=31.42 L=31.42' PROP. TO '6/4 L4 t4L4 94 94 44 In OF CURB U .v U u u- m _ w r, 0o PROP. TOP P m 0.98 _ * 00 N O M n O �D n N O Z m 0.58% 0.707' N M 0 CN Opt N IA o O 0 x +� ►� g o o°' o<No z X �' M '`' m z W) w W) Fell o L) v 0.24% to - 0.33 O 0.3376 o< o� 0~ U m 0.40X O,4 O ON +M u) 000 0 OU ♦d O- 0~ ppU O ♦d Q? 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T�IVE WAY AN) LANT��CL\PE &FCHITI`CTtIAL PLANS O d U. 000 uj a m w>< 26/cvAtx wmer Act E11 7-p TNC' II Si�CTaN 0FC171119AtP /P,1&)VIrR7Y 0 wNER, 0 CURVE TABLE Vj CURVEDELTA RADIUS LENGTH TANGENTVICTORIA STREET J DESCRIPTION of REVISION DATE APPROVED 90'00'00 20.00 31.42 20.00 0 Cn CITY of RANCHO CUCAMONGA N A STREET CONSTRUCTION NOTES fel TRACT 16189 (D—CONST. 8" CURB AND GUTTER PER CITY STD. NO. 104 2 CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) STREET IMPROVEMENTS al �4� SAW-CUT�AND VARIABLE THICKNESS EXMING AVC RPA�TxER SMOOTH To ExiSTING. VICTORIA STREET S�--CONST. 8" AC BERM PER CITY STD. NO. 104 6 CONST. 6" CURB AND GUTTER PER CITY STD. NO. 104 0--CONST. 3" THICK AC PAVEMENT OVER 4" AG. BASE (MM.) 88 CONST. HANDCAP RAMP PER CITY STD. NO. 102 Q �,- CITY APPROVED E N G I EER DATE: �, �,� (,C(�u�� ,� C ���-� RCE: 2495353 Underground Service Alert 9 CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103 �Na�las �� ti DESIGN RECOMME 10 REMOVE AC BERM � p�' �� c, MADOLE 8c ASSOCIATES, INC. � CA' @_CONSTRUCT CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A (j \ L+P• CONSULTING CIVIL ENGINEERS �0 (� O} (0 TOLL FREE 16 INSTALL 5800 LUMENS MU STREET LIGHT BY SCE, No. 62183 x AND LAND PLANNERS .� PAID AND COORDINATED BY THE DEVELOPER Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET m 1 -800 23 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1. P RANCHO�9O)948-1311A 91730 .� 422-4133 �— �qT� �,���, o��\ a.xD./s.c. 10 of 14 � �CAt�E CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG A.S. DATE-1 OL-01 FILE No 1843 PROJECT SHEET N0. ____OF J:\682-1409\streets\ST10-victoda.dwg, 05/08/2002 06:19:29 AM, ats BENCHMARK BENCH MARK No. 10063 AT THE CENTERLINE INTERSECTION OF EAST AVENUE _o r� STAMPED VICTORIAND DSION OF 2' BRASS DCONCRETEISK IN OF EAST VICTORIA'. c� ELEV.= 1342.346 Q��C '�2• BENCH MARK ABOVE NOT FOUND; USE 'HILTI' NAIL/ / .yy. AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- �$F 29 MARK No. 10063 PRIOR TO THE DESTRUCTION OF BENCH MARK No. 10063 J0.1 41 f \ c CONSTRUCTION NOTES ` 30.5 33.1 .5 ' ��`? 51 --- CONST. 3.5' WIDE P.C.C. "V"-GUTTER (6" THICK, 3:1 SIDE SLOPES) EXISTING FENCE OR WALL TO REMAIN. N28 d.4 2� PROPOSED FENCE OR WALL PER GRADING PLANS. 22 4 N 42 GE? U')K 28.1 Q M / / 54 --- CONSTRUCT 24' WIDE COMMUNITY TRAIL PER CITY STANDARDS 1001 , 1004 - NO GATES TO BE PROVIDED TO REAR YARDS. N/ ♦ 3 . GeS• �o � .� \� 6 , �c� 55 --- ADJUST SEWER MANHOLE TO GRADE. \ Al INSTALL "BROOKS" TYPE CB-2424 INLET WITH STEEL PARKWAY GRATE. Q \2�6.51TC N / � N N ' ' 27 // 2s.�6F N 2s.s \ // INSTALL 18" RCP - 2000D o � ♦ L0 i M' , r \ ♦ M / / 2244.55 c�`v //{O' /! ,'' / ` � r ,� ♦\ 29.1 R o 24.12FL 0 M V) I"252 `\ 26FG N / GAL-TRANS o � '�O 28.2 i//� / R/VY ,.. .7 1-15 FREEWAY �p�..e1 EXI5TMJ6 GAL-TRANS R/W 40O�y '\ 23.C , �- 24.2 �y // / '�`� I GOMvUNrrY TRAL & 2� 25 ' PRGPOSED EQUESTRIAN FENCE I SEWER EASEMENT PROP. rr PERIMETER WALL EXISTING GAL-TRANS FENCE `` ; �,- ,' ♦ y � \ cy ��' OJ r72 � EXISTN6 SLOPE 2.4, Id MIN. QVV` 2�.9 22.74TC 2 �� ,/' `\ 26. / �P \ A P Ic ' 24 / G TC \ _j U_ \ \ 23.7 / 4 PLL. V-�Tr'h N � O '' ♦ •(� \ N r 4.V RETAINNO MAX FG P FG � � �' \ 25.9 w\ 18 ��'�� �. 23 • '� o SECTION B-B '� PLTS. , ♦� 22.3 20Oy/ lC \ t� ♦ 04 I? 24.9 N , 111 i, \\ 'y/ � 20.68TC ,/N ��� .=Q ' ��G N 22 o 21.3 IbWiP (2000-0 %r ^ N \ \ .r 4. LLI / i / 'Y�L1TT1=R ' �O \ 0 21 /// / STEEL PARKWAY ORATE LJ (10 W 3.0 \ / / i" CURD ONLY PER CITY 5TD. 104. ryry / 0.0 DIRECT FLOW INTO IPILM 22.1 �`�• 20 o `` M /,// DETAIL A 2 / PRIVATE TRAIL ( 0 PER GRADING PLANS I � , C) h � �- 1 / Ito , o � (PRIVATE) GATE N/ / SEE LANDSCAPE PLANS w JOIN EX. 36'RCP 14.0 INV 12SDIR-35 b� 13.0 INV` Ms" RCP Q DESCRIPTION of REVISION DATE APPROVED INSTALL 30 LF 12 SDR-35 N DRAINPIPE 2 , tK ,, CITY of RANCHO CUCAMONGA S=5.676 / 26'12'42- 42 W _ r r `ti,\�G'1J A TRACT 16189 LOT A - COMMUNITY TRAIL i SEE DETAIL A 61�N LOT H - PRIVATE TRAIL SCALE IN FEET APPROVED BY- DATE: - CITY ENGINEER L -u C r RCE: 24953 Underground Service Alert i % 0 40 80 120 160 A P� CALL 5 �� DESIGN� MADOLE & ASSOCIATES, INC. RECOMMErND D / CONSULTING CIVIL ENGINEERS 4!I0 �� TOLL FREE � 013 � NO. 621$3 (n � AND LAND PLANNERS � Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 40 1-800 >� P � RANCHO�9OU9�90N8GA,31 A 91 730 SHEET H 14 14 422-4133 T�rF c/v1�- o��\ OF ICAO CHECKEDae�__� - RCE No 62183 DRAWING NO. Q !!�� 3 T110 WORKING DAYS BEFORE YOU DIG ASDATE ✓° '�Z FILE No l S`T PROJECT SHEET NO.---OF J:\682-1409\streets\ST14Trail.dwg, 05/08/2002 06:16:08 AM, ats