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HomeMy WebLinkAbout1992 STREET EX. 8"C.M.L. EX. ST. SIGN �� �, BENCHMARK: GENERAL NOTES DEDICATION EX. WATER do WATER LINE TO BE REMOVED O� RANCHO CUCAMONGA 10103 BM 1987 ELEV. 1781.65 11 METER cn Z S�O�G����P BRASS CAP IN TOP OF CURB FOR HERMOSA AVE do WILSON AVE EX. POWER k S S'LY R/W. EX. R/W N LY R/W. .��, 3�� CL INT 1. All work shall be done in accordance with these plans,the City of Rancho Cucamonga Standards 88' POLE and the Standard Specifications for Pubic Works Construction-current edition, including its annual (9) LINES I 0 pp' pp STREET TREE LEGEND supplements of amendments. Contractor shall be familiar with and shall be responsible for adherence RUN E-W _ __ _a ____ _ x0 to these Standards and Specifications. I 44' 44' EX. CURB GUTTER ITEM STREET NAME BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY 2. All pipelines or substructures of any kind, telephone or power poles, water meters, volves, fire 4.5, 12' 32' PROVIDE A.C. OVERLAY TO THE WILSON AVE 8 WILSON AVENUE LAGERSTROEMIA CRAPE MYRTLE 24" BOX 20' O.C. 6 hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas CIL OF THE STREET. _-- - 0 INDICA MUSKOGEE where improvement work is to be done shall be removed, replaced, relocated or protected in �q COLD PLANE TR T. CA POWER ' HYBRID place as required at no cost to the City of Rancho Cucamonga. PROPOSED 7.5 2 - I EX. ST. f f I I I EX. POWER POLE 8 WINCHESTER COURT] PYRUS KAWAKAMI EVERGREEN PEAR 15 GAL 20' O.C. 7 RETAINING WALL ?'1 � MIN. 1 THK. OVERLAY ? 0 12% I LIGHT a, 4-10, (1) LINE RUNS NW 3. Any contractor performing work on this project shall fomifiorize himself with the site and shall be �--� 8 C.F. '`?o solely responsible for any damage to existing facilities resulting directly or indirectly from his ----Tn -_____ PROPOSED - LOT 1 - I , CONSTRUCTION N0TES F 0 R STREET TREES : operations, whether or not such facilities are shown on these pions. _-------____-_- 11' W1DE PROPOSED SIDEW `�- -- p STREET -' 12 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY 4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering - b DEDICATION STANDARD PLANS. Department prior to any encroachment or construction within any City of Rancho Cucamonga 4" THICK '-� LOT 2 18' 2. PRIOR TO HE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS easement or right-of-way. IN.2' SAWCUT do JOIN EXISTING A C. PAVEMENT x REPORT SHALL BE FURNISHED TO HE CITY INSPECTOR. ANY UNUSUAL PROPOSED A.C. TO REMAIN TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACK FILL SOIL 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at aH hinge PAVEMENT EXISTING CURB do GUTTER (SCALE 1 �� = 100, AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. points, edge of pavement points within 0.01 foot of subgrade elevation and at not more than 50 foot TO BE REMOVED LOT 3 J. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY HE intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical 0.5' ENGINEERING DMSION. curve areas. PROPOSED WORK OF WILSON AVENUE '- 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.Ot PROPERTY 6. All sewer, water, electric, gas, phone or other utility laterals, maim, or crossings shall be LINE LOT 4 OI constructed prior to paving. 881 R/W NOT TO SACLE HILLSIDE RD 7.5'- CONSTRUCTION NOTES & QUANTITIES 7. Compaction tests of embankment construction, trench backfill, compacting original ground and ITEM DESCRIPTION QUANTITY UNIT all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with �'. ) _ 8 WILSON AV. o` these compaction tests shall be submitted to the City Engineer for approval prior to the placement of w 30' base materials and/or surfacing. JOB LOT 5 O CONSTRUCT 4" MIN. A.C. PAVEMENT ON 6" MIN. AGGREGATE BASE PER 16, 100 'k SF EAST WEST 9 CITY OF RANCHO CUCAMONGA STD. DRAWING NO. 100-A. 8. At the completion of paying, a materials report shah be submitted to the City Engineer. Listing all R/W R/W 2 v O CONSTRUCT 8" CURB do 24" GUTTER PER CITY OF RANCHO 1 fi5 LF tests or determinations completed to verify stability oil content and gradation of asphalt paving. 40, BANYAN ST. 2 CUCAMONGA STD. DRAWING N0. 104, TYPE A2-8. 9. Prior to installation of Q LOT 6 31 any paving, a materials rt shall be submitted to the C' Engineer, CONSTRUCT 6" CURB do 24* GUTTER PER CITY OF RANCHO fisting all tests or determinations completed to verify: R-Value, sieve analysis and Bond equivalent 10 - 30 0 O CUCAMONGA STD. DRAWING NO. 104, TYPE A2-6. 580 LF of aggregate base. 1 18 12' w > CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO 10. Paving shall be performed in accordance with R-Yalue and Pavement tests taken to determine -�1 1' = Q O CUCAMONGA STD. DRAWING NO. 101, TYPE R-1. 2,880 SF structural sections. EX. GRADE I 7.5'72X 4'- i 2: LOT 7 CONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO CUCAMONGA 30 O STD. DRAWING N0. 103. 1 EA 11. When improvements are to be placed on native soil which consists of o rocky material, the sub LEVEL 0'06' UNE 19TH ST. rode shall beprepared removin all rocks which protrude above the sub rode and all voids or - - - - - 9 by 9 P -9 - - - - - - - - - - - - •1 orth CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. depressions shall be filed with a fine grade material of a quality better than the native material. C.F. 4" VICINITY MAP LOT 8 O DRAWING NO. 103, WIDTH = 4.0'. 1,940 SF 12. If thehalt concrete is to be laced on sub e, a soils sten'lont registered the EPA for 6• CONST. SIDEWALK PER CITY NOT TO SCALE a� placed use under A.C. and P.C.C. shall be uniformly applied at the manufacturer s recommended rate for the " 10. 5 STD. PLAN NO. 103 CITY OF RANCHO CUCAMONGA INSTALL STREET LIGHT 5800 LUMEN, STREET LIGHTS TO BE PAID FOR O AND COORDINATED BY DEVELOPER AND INSTALLED BY SCE. 4 EA full pavement width prior to paving. PROPOSED 8 T.G. 573-A2 A.C. BERM CONST. A.C. PAVEMENT CONST. CURB & GUTTER TYPE A2-6 PER 8 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 13 EA 13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the PER CITY STD. PLAN NO.100-A CITY STD. PLAN 104 contractor shall make his own determination of construction quantities before submitting a bid.Any INDEX MAP O CONSTRUCT MASONRY RETAINING WALL PER CITY OF RANCHO CUCAMONGA 167 LF Rem of work required by these plans which is not specifically fisted in the estimate of quantities shall TYPICAL SECTION STD. DRAWING NO. 604 TYPE A UNDER SEPARATE PERMIT be considered as included in the other items of work. EXISTING SURVEY M 0 N U M E N TAT I 0 N1 U CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 445 SF 60' R/W (WINCHESTER COURT) DRAWING NO. 106-A. 14. Street signs per City of Rancho Cucamonga Standard Number 401 shall be constricted at each I HEREBY THAT I HAVE " MTS intersection. STA. 2+23.00 TO STA. 4+14.73 RECORD. ALLRTIFY SAID MONUMENTS I WHICH CURRENTLFIED ALL ��STINUTHEIYFIIELDFARE LEGEND 11 CONSTRUCT 2-4 CURB DRAIN PER CITY OF RANCHO CUCAMONGA STD. 7 EA DRAW/NG NO. 107-B. 15. C' approval of does not relieve the developer from nsr'bi for the correction of SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: �' PP P� P� � � 1 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO 2 FA error and omission discovered during construction. Upon request the required plan revisions shall be T. 1 • - 5 �� ...FIRE HYDRANT S.............SOUTH ® CUCAMONGA STD. DRAWING NO. 300, SEE DETAIL "A" "B" promptly submitted to the City Engineer for approval. 1) 1 1/2"IP RCE 17788 FLUSH PER TRACT NO. 5795 U.B. 81-76 ACCEPTED RL ..............RIDGE UNE N.............NORTH INSTALL STREET LIGHT 9500 LUMEN, STREET LIGHTS TO BE PAID FOR EA 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderlystate, throughout AS C.L. INTERSECTION WILSON AVENUE AND MAYBERRY AVENUE P ............PLANTER W.............WEST 1 S AND COORDINATED BY DEVELOPER AND INSTALLED BY SCE. 1 B/W.............BACK OF SIDEWALK E.............EAST construction. Site shall be cleaned upon request of the inspector. 8" EC ..............END OF CONCRETE NLY.............NORTHERLY OINSTALL R26(S) "NO STOPPING" SIGN PER CITY OF RANCHO 4 Eq DATED: SLY.............SOUTHERLY CUCAMONGA STD. DRAWING NO. 401-B. 17. Contact all Utility Companies as required, 48 hours prior to excavation. Provided for your 3.5" 3.5" EP ..............END OF PAVEMENT ALFRED THEL WELL LS 6999 EX ..............EXISTING N/5.............NORTH/SIDE convenience are the following: a FOL............FOLIAGE 1 b INSTALL R2(25) SIGN ON ST. LT. PER CITY OF RANCHO 1 EA San Gabriel VaN Municipal Water District oo TG ..............TOP GRATE CUCAMONGA STD. DRAWING NO. 401-8. A eY Pa INV...............INVERT ELEVATION TB.............TOP OF BERM AC.............ASPHALT CONCRETE 1 INSTALL R26(8) "NO STOPPING" SIGN PER CITY OF RANCHO EA B. General Telephone 1 MoD -483 -W CROSS-SECTION END TREATMENT INDEX TO PROJECT DRAWINGS FS ..............FINISH SURFACE ST.............STREET CUCAMONGA STD. DRAWING NO. 401-B. 1 C. Southern California Gas Company 1-800 427 -2200 Res. BP................BOTTOM OF SUMP PIT PP.............POWER pOH 216 N. Euclid Avenue Ontario, CA 91762 140 427 -2000 Comm. A.C. BERM DETAIL@ SHEET NO. DESCRIPTION T.0..............TOP OF CURB C&G.............CURB do GUTTER 17 INSTALL CUCAMONGA GAW53 SIGN STD. DRAWON ING LT. PER CITY OF RANCHO EA AWING N0. 401-8. 1 D. Cucamonga County Water District 9641 Son Bemordino Road Rancho Cucamonga, CA 91730 NOT TO SCALE F.l................FLOW UNE DS.............DOWN SPOUT 1 TITLE SHEET F.G..............FlNISH GRADE PL.............PROPEIZTY UNE INSTALL R 1 STOP SIGN PER CITY OF RANCHO CUCAMONGA (909) 987 -2591 F.S..............FINISH SURFACE WW••••••••••• WAS WEE STD. DWG NO.401-8 2 E4 E. Metropolitan Water District 700 N. Moreno Avenue La Verne, CA 91750 PROP. LINE PROP. LINE 2 WINCHESTER COURT F.F..............FlNISH FLOOR SD.............STORM DRAIN (909) 593-7474 I I 3 WILSON AVENUE H.P..............HIGH POINT IP.............IRON PIPE 19 CONSTRUCT 8"A.C. BERM PER DETAIL ON SHEET 1 240 LF X10' 10' TC................TOP OF CURB X -'"""'STREET �� ® 2' WIDE SAWCUT do RECONST. 4" MIN. A.C. PVMT. ON 6" MIN. F. Comcast 1205 Dupont St. Ontario, CA 91762 (909) 983-9895 I ? I 4 SIGNING AND STRIPING U C.A.B PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 100-A 290 SF (Portion of Red Hill) 9'-0'* 12" 9'-012" 5 TITLE SHEET (DRAINAGE DETAILS) j j in o '�� PLAN PROFILE I I I l 1 CONST. 1" MIN. A.C. OVERLAY TO CIL OF STREET, 4,875 SF G. Marks Cablevision 909 987-6275 Ki 6 LA & 0 FI LE (D RA NAGE DETAILS) EX. ST. LIGHT I I I ® COLD PLANE (5`�)AT CIL AND JOIN LINES 10808 Foothill Blvd X120 �909� 880-0222 I # r I ' e EXISTING I 1 I Rancho Cucamonga, CA 91730 s GRADE I I I * SEE GENERAL NOTES 9 & 10 ON THIS SHEET EXISTING UNDERGROUND SERVICE ALERT PROPOSED 4" PVC PERFORATED - - _ GRADE j I i ►mac CALL: TOLL FREE SUBDRAIN PIPE WIT 01_ " 2 PROPOSED 11' WIDE m o; GRANULAR BACKFILL I \-ON ROPOSED 3 WEEP HOLES I PROPERTY 1 I\ i RETAINING WALL o LINE STREET DEDICATION V I I ___ 1-800 AT EVERY 10 FEET oI • SEE SEPARATE RETAINING WALL PLAN FOR I I "� " k I - - EX. POWER POLE 227-2600 STRUCTURAL DETAILS. i NORTH •11 I,� � (9) LINES RUN E-W mo woRioiac DAYS � You MS 1 SECTION A-A SECTION B-B °� 1 1 STA. 0+33.00 TO STA. 2+00.00 STA. 4+63.00 TO STA. 5+43.75 > I I i EX. WATER METER 1 i NOT TO SCALE NOT TO SCALE (SCALE 1 = 40 ) I EX. s7 1 1 I 1 SIG I ilk CITY DESCRIPTION OF REVISION DATE APPROVED 11 1 I I (!P6 i 1 - ► I I > i -EX. 8" C.M.L. & CITY OF RANCHO CUCAMONGA 1 -L0- 3 1 ,I Q W.WATER LINE LOT LOT 6 LOT 5 LOT 4T LOT 2 LOT 1 40 1 11 _ II PROPERTYSTREET AND STORM DRAIN IMPROVEMENTS 1 C 1 LINE LOT 8 j z I I I I ; TITLE SHEET I O 10 I PROPOSED UTILITY C j i EX. ST. SIGN WILSON AV E N U E i TO BE REMOVED z I SEWER EASEMENT I ; J>> I i AT WINCHESTER COURT TO C.V.W.D. > 00 SMH RIMV 1745.81 EX. 6' WIDE SEWER I i URT TRACT N 0. 16421 FL-E ELEV = 1737.08 I I EASEMENT _ _____ _+�__ ---- - --_ __ ______ _ __- _-_ _ _ _ __ _ ---- _------- ._-------------- I I i IN RSECT,O STEER CO FL-W ELEV = 1737.0 I TO C.C.W.D. 0 2+00 In A 1+00 I C LIQUID = 0.02' I w __T _-_-__ -__ _-- 5+00 _ _ _ 4 _ _ WINCHESTER C 0 U R T -� - _� - I OOWIW SON AVENUE APPROVED BY ©ATE - i 0+00 00 CITY ENGINEER ( �/�� ` =- �,' R.C.E N0.24953 FL ELEV = 1737.25 I I w I N 3+00 - , .1+00. o 07..SioNq I I _ - _ _ - - - - ! _ - _-_ I �Q� ��_�\ DESIGN EGL ASSOCIATES, INC. RECU17r- 1 - ED 1 -j --- ----------- J U` e C� B e ------------ m � ! w _� a58as � Z GB 9� ~ � ? 11823 SLAUSON AVENUE, UNIT 18 �i + M W I ! c, m SANTA FE SPRINGS, CA 90670 - I I 15 a A 1 I ; DRAWN TEL: (562)945-0689 SHEET I I EXISTING 8" 12 WIDE STORM DRAIN I I i . XP. 12/31/06 . GB1 OF VCP SEWER LUG END AND OVERFLOW EASEMENT I k o I s P ae NO. see4e s PER TRACT DEDICATED TO THE CITY, UTILITY MAP EX. POWER POLE W �q C CHECKED - DRAWING No. NO. 10827-3 OF RANCHO CUCAMONGA OF SIF HJ GATE FxE No, 02002004 1992 (1) LINE RUNS NW (-DATERI-AL-SPECIFI CAON�F0R-RETA1N1N�WAL CONCRETETRACT P 16421 MASONRY. NO , 1. All concrete shall have a minimum ultimate compressive strength at 28 days as 1. Masonry units shall be follows: 3000 psi. Concrete Masonry Units, Grade N conforming to ASTM C90 Medium weight concrete CONSTRUCTION NOTES RETAINING WALL PLAN 1 2. Cement shall conform to ASTM C 150 and aggregate shall conform to ASTM C 33. block (All units have the standard dimensions unless noted otherwise and are to be 3. Mix designs forcompressive strengths greater than 2000 psi shall be reviewed by open end). Fm = 1750 psi. O CONSTRUCT RETAINING WALL TYPE A (WITHIN PUBLIC R/W AREA) SCALE : V =30'-011 the structural engineer prior to use. 2. Portland Cement shall conform to ASTM C150, Type I or Type II; no Masonry Cement O CONSTRUCT RETAINING WALL TYPE 8 4. Construction joints for slabs on grade shall be made as shown on drawings or as is allowed. approved by the architect. 3. Mortar shall be Type S; freshly prepared and uniformly mixed, and shall conform REINFORCING STEEL ASTM C270. If plastic type cement is used the lime putty shall be omitted. Strength 1. Reinforcing steel shall conform to ASTM A 615, grade 40 for #5 bars and smaller, =1800 psi. NEIGHBOR WINCHESTER COURT grade 60 for #6 bars and larger, all reinforcing shall be from identified stock with mill 4. Grout shall be of fluid consistency and mixed in the ration by volumes, one part HILLSIDE RD analysis supplied. cement, three parts sand, or one part cement tree parts sand, and two parts pea ROPOSED WINCHESTER COURT NEIGHBOR WILSON AV, >_ ravel. Strength =2000 psi. WINCHESTER COURT w 2. All reinforcing steel, dowels, anchor bolts, etc., shall be well secured In place prior to 9 . 9 P MA JW 9 placing concrete. Contractor shall use templates to ensure accurate placement of 5. Reinforcing Steel shall be deformed bars conforming to ASTM A615 except that 1/4" a anchor bolts, dowels, etc. ties may be plain bars. ire reinforcement shall conform to ASTM A82. 12' CMU, SOILD GROUT v� 3. Dowels shall be provided at our and construction joints and shall be the same size 6 Construction shall be of the highest quality workmanship and all walls shall be laid fm-1750 pal► F�Bo8. psi BANYAN ST, . p P � . , 9 q Y P. �o�e18�M. 12' CMU, SOILD GROUT m N and spacing as the reinforcing shown for the subsequent construction. true and plumb. Provisions shall be arranged for all adjoining construction. LL FILTER FABRIC rm=1750 pat, F�80000 pal 4. All continuous bars or dowels shall lap 30 diameters in concrete and 40 diameters #4 016' VER. #4 0 18' HORI = in masonry, unless shown otherwise. 3 5. Reinforcing shall have the following minimum cover: OMIT VERTICAL JOINT 3• WEEP HOLE 0 BOTTOM OF BLOCK WALL A. Concrete against earth not formed-----------------------3" AT EVERY 10!--\ 3• TO ALLOW DRAINAGE 30 19TH ST. B. Concrete against earth formed or trowelled--------------3" ROPosED 4• PERFORATED PIPE Orth C. Slab on rade------------------------------ at center '• W/GRANULAR BACKFILL VICINITY MAP 9 ----- a' .� z (1 CU.FT./FT. OF • AGGREGATE) •°•° NOT TO SCALE `� PROPOSED D. Walls and curbs-----------------------------------------11� L _ • ...o � WINCHESTER OOURT CITY of RANCHO cucAMONCA T.G. 573-A2 LEGEND I Q I (527.83).....EXISTING ELEVATION B/W.............BACK OF SIDEWALK FOOTING: 3" 520.00.......PROPOSED ELEVATION EC ..............END OF CONCRETE 3-/5 HORI5 0S SHOle .C. � EP ..............END OF PAVEMENT AT TOP dt BOTTOM rs 216 OrC. --(530)--EXISTING CONTOUR EX ..............EXISTING FOOTING: 018 o.c. �--........DRAWAGE PATTERN TG ..............TOP GRATE .� !� 1 3-�4 HORIL AS SHOWN V' ...PROPOSED STRUCTURE INV...............INVERT ELEVATION FS ..............FlOTT SURFACE ...PROPOSED RETAININGWALL BP................BOTTOM OF SUMP PIT 7-8' ...FIRE HYDRANT TC................TOP OF CURB O--O--...DAYLIGHT UNE ...CATCH BASIN -- TYPE A , ...PROPERTY LINE F.L..............FLOW UNE N.T.S. TYPE B RL ..............RIDGE UNE F.G..............FINISH GRADE N.T.S. P ..............PLANTER F.F..............FINISH FLOOR H.P..............HIGH POINT ---- ---- f As (r J (J,4 �I (� _' I(,,87 9J. 6" TREE 1(J�y9 B`J � _ 1 g I( 9 J __ NATEIj_YP!K I ?g J 6 >+ >S6 6J CLEANOUT (i>6 6 (, I dJ 6jJ I iiJ tz �--- •' -f ------------- ------- ? ? > ? r i;- -_ _ (T �1 J , -- - f J B'�WIpE BLdC I I 'J > (I, C/, �- S , 8p - -_ �8 T 7 �i S? 6fJ`, �'?ffc ({C >8 = EX 8" TREE 30 EUCAL Pfl S ,> 1 C CHAIN UNK I RR CONTROL VALVE EE I '- �------- -------- --- - = - - Ar s°�8* ON T/c +, ( x 4"''rd I DROP INLE s J - - ------ --------` �f �_ I / I ', I � i,: / I `r •7 �� I i - ------ --fl- ------- - --=' ---" � -____ ' �'' i i ...'=-•" �-- __ ( ----_ --8 > I ( 1' WIDE CONIC W/4' 6 L� t-----*--- j---- ------- r E--- -----'-- - p �BpB EX 8" TREE i '' ('6 ''" ' ' -'' I I I --------------- -- __ ( AIN UNK ON TOP �'� � - _!, - 1 - - - " rf - tr'>g RR cgNTRa , ;',s� J %� qyJ '>>J36? r' (� ,,>>2° 60z -T�go t t�so !' �(i�-�>er � -_iAA4J* - Exp,PnvE ,-Ire - 1fl> - - T. UGHT I S8; J Ij (� '>g _ - -- - 1' Is1BHlSTRiP ------------- ------------ J J s ( C J, .S (F,o EX 8;y?CE- (i, 2 ►_ - - - -- - _ _ '' 8 9J '>97/'' - - IBJ 8 Py6-' E8° eA -EX 1 _TREE-" . JJ 1 I I B_ s _ � t , 9 J J ? _ _ _ _ 1 T. l '+S ,J LX --- - - -- ----- --- - /A =G i• �. J J • / . ` 6 1400r '�• ''� Oa `�'• '�- J 74.Od 6J '8d .•�`, i-== ---*------ r'so0 74 Od ! o 1 7 79 M[ 9 I cSb� `� j , 1 ---__- �• EX B 1REE 1' X 1� I fYf B" TREE •1 EX B" EE *�7J j I CHL POWER I I g�J °J TREE s ! 6LE(9)uN S RUN E-W J6J' s !, (i >J 7`J6J P0 66 (i 2J I sJ 60E (i,6JS ,9 DAMAGED ( ,J(ip9s>2J J , I S S 6 > > i 0' J A/C sssJ °j *> I � / J, ( 9r, j1 J (19 '99628 >gSI l 9 5,WA TE S0J aJ4J I I ,�J 2J 2J J J ,6 sJvJ I sss o: 1 ,6 (J,906J' I (J,9 /'99 tJ EX. ° W S J , » » » J6J aJ (' s O7 (J'S ' r ST. SIGN 9°J UNDERGROUND SERVICE ALERT BU ILDINIG '' W tJ *J ° (,s,J 6j6` LOT "7 ' L01' 6 040 » J r• x"� 'ss ° '' Mitt (,R J ' _ » » LotLOT,' 2 '9 'e ,. CALL. TOLL FREE �I LOT 5 ,» » l FF 67.`20 W 70.00 LOT 3 h PAD 66.70 PAD 69.50 FF 78.50 FF/88 00/ M M;' J N I 1 (, vA JLO 1 ' LOT 8 >69FF' 74.50 >�9 PAD 78.00 F`P6 q0 PAd($7,50 �saj';' ,,9 ! 800 (' PAb 74.00 J 6�9 ' 4� PAD 82`'50 °J r o 227-2600 so FF �3.'Of3�J GARAG J FF,'92.40 ( � i �`,z99ss I e'cri�a '�9J J �` JJ PAD 91.90 ;',�� s J %WARR Im TWO WORKING DAYS BEFORE YOU DIG ' Q PAD`62. GARgO GARAGE J I 66.00 f'F 69.60 ', n l ° FF 18.10 AI GE U , 6 > J GARAGE �e ` °SJ AG GARAGE '� 8ilb GARAGE''I EX BUILDING N FF 7 .10 pi, '' , ' FF 82.66, ,9 , FF 92.00`' s9° '? J a ' , GARAGE' r,,m0 I ' ' !� ! CITY II J G 6j6J FF 6 :60 --------�r� '' N F� s sa, ; n, � �`,, � APPROVED > 34 s J �J (,,6 21.0 ' II 21.86 '�� -� 74. ('>>�' 4OOr 7�`� pG�, (i� ', �s' Ir I CITY OF RANCHO CU CAM ON GA o ' 9S OW-RI OLE (J F� p N !JJ sy 2J ,e6J EX BURRING STREET IMPROVEMENT PLAN tW 70:;0 TW 84.y�0 ft 4.50 LINE Ru sE 'J RETAINING WALL PLAN T. SIGN > G 68. O 1 FG 83.1 94. K� I " 1 (J 65.4,'S I TF 8280 (''es9 �a�TF .�0 ss RJ J ;! I ( SIGN", W Jnj � 9INCHESTER COURT (1 � 9 T >>S Vwl N C H E S TER COURT U R �,, 5,14 :d. X99 J,96eJ9 . ('> > 's,' --------- - = - '---P1- ----------- ,,o` S° o'/ -fi11Y 70.50 ?3�j '52 51 �+yB ?1----- -- -----<---- ---- - j!=-- -I "iTW 99.20 $2 ° I a = - - 6 . 9 _ - - -------- r - _ _" - - TRACT NO. 16421 , - `8 - ,io� f,��-_ G 69.3Q_ -`L" '��?J� '>,s rPrus .Ffk-- ^� ; '� �'� 1 'I 99 I ) - 30*fJ A 38 PlklS _ (1_ _ _ ________ _ _________ ____f1 _ ___________ ______ _ ___ _ _____fjf_i�___L __ ___ �J ___ ___ ,J , 2 r4 45 J ^L --- ��i�5 ao"Ev LYPru '9J --------- -- -- - --- -- -- -- - s° s � e.. APPROVE BY ____ _ ___ X11" <8j '�62 >gJ� t} .8. / ---- S ° *> �359J J � J D DATE � �- , ' '3B"EUCALYPTUS - --- ,-( Q �•- - -- ----- ----*------ - - �------ '+---�` -- T - -- -t->ar----t- -- -- . / / _ ALY'P' - `� �9 aJ -- - *-------'(� 'rl> -{� 90 >9 I f -- oF, > 9J ,_r' ------- �--- 6 �' s _ a °�?1 T° TTY ENGINEER ;�,�� .C.E NO.24953 EXOM' 1 2 2 �; / •,`` 6> L CAS us yes �>s, >s O > >>' ! >J ss� - � 'ss 6J c *�F s �O"IS/0* C R ,50 >��� U J 9 J RECOM E ED � �'JJ92 DESIGN GB EGL ASSOCIATES, INC. _ ,o°-TREE fJ POWER POLE 11819 GOLDRING ROAD UNIT A F SOJ 1)UNE RUN NW C7 Z ,> y;f',/ - !- 9 92 EX 1'WIDE \ 9, �3 v 19 4 L F,; 66J 6SJ 2J -S �J= 6'.TREE, 3 ASO >J8J 20"PIN ---ROCK WALL- I " r �� W 45846 m ARCADIA, CA 91006 --� Q �� sy C �Y DRAWN SHEET Ej 6J I % s' sJ E 12131 l06 GB r 0" TREE i l "/, i - - _ -- i 6� (I, X99 ♦ ♦ I A OF 6 ss 90 F J6 TEL: (626)263-3588 0,> /,, i' Ir'' I 10' OLE NDER H ('> 8s a e3 s (i J J > > (J 9 si sj b i J 9 of 46 J J 9J J,= 9 s �CIVIL , R.C.E. NO. 46844� J I �2 ! rs 9 � I sP CHECKED DRAWING N0. ATF OF CAL�FC� HJ DATE 1% L ° ME NO. 02002004 1992 BENCHMARK: SCALE: HOR: 1 "= 40' RANCHO CUCAMONGA 10103 BM 1987 ELEV. 1781.65 VERT: 1 "= 20' $ o �- - -. -+ - BRASS CAP IN TOP OF CURB FOR HERMOSA AVE do WILSON AVE 1c, 4 4 4 4 CL INT 4.7$X � + o N - o o W) + 5 7r 4. r� 6,1-�-7 6 1 1 1 1 1 1 1 1* 74. J 5 X 0. X 9 ►`. P OPIOSL�D 3. 42 77f JO Ci m 10. 0, x_69.65' . T 57,52' 29,31 , Z -_ --' - 0 -� CIL RADE cm J V O O T L g o + tn W g 4i g iL + N 0 co g ^ T os LL + x 1i5. os o `V do t .744XC 3. "� + + h_ - _ ^ 10 0. V ci +-- ao N 5 C. 3. ^ �° ^ 1 to f 9 Jt -- .2 8• � o os i P 0 OS D 0 LLYE Ij +-- _r_t-''- O O p + LIE till: o + o O 0• '�' _ - - - 0 2.6% GROE i + o OF PAV�MEYNT BtLO L '14 6i 312 6 5 4 3 2 1 O QRETAINING WALL TRACT BOUNDARY I " \ I 24 RCP CONSTRUCTION NOTES CONSTRUCTION NOTES I I NV 58.50 CURVE TABLE I \ ITEM " DESCRIPTION ITEM DESCRIPTION EX. CONC. S/W,�l j 1+88.05 CURVE LENGTH RADIUS DELTA TANGENT I \',\ TW 65.00 O CONSTRUCT 4 MIN. A.C. PVMT. ON 6" MIN. AGGREGATE INSTALL R2(25) SIGN ON ST. LT. PER CITY OF RANCHO Ci 42.77' 27.00 90'44'52' 27.35' 5:1 TAPE I I I JOIN �� \ ' \ EX. T. � � \ 62.74 BASE PER CITY OF RANCHO CUCAMONGA STD. DWG NO.100-A CUCAMONGA STD. DRAWING NO. 401-8. „ PROPOSED 11' WIDE I I 1 LIGH C (95.08) \�, \ TF 57.50 C2 29.31 112.00 15 00 00 14.74 I I 2 CONSTRUCT 8" CURB & 24" GUTTER PER CITY OF RANCHO f INSTALL R26(8) "NO STOPPING"SIGN PER CITY OF RANCHOSTREET DEDICATION IFS (94.42) _ \\\ 6 CUCAMONGA STD. DRAWING NO. 104, TYPE A2-8. CUCAMONGA Ste. DRAWING NO. 401-8. C3 79.75 38.00 120 15'11 '$ - PROPERTY I I CURB do FLpIy- 2.40� LINE I I 1 EX. POWER POLE GUTTER OCONSTRUCT 6" CURB & 24" GUTTER PER CITY OF RANCHO Q ALL W53 SIGN ON ST. LT. PER CITY OF RANCHO C4 4.59' 100.00' 02'37'57" 2.30 -- ' JOIN x.l I 5. 6 .0) CUCAMONGA STD. DRAWING NO. 104, TYPE A2-6. CUCAMONGA STD. DRAWING NO. 401-B. C5 21 .60' 100.00' 1222'33" 10.84' o m 1 i i (9) LINES RUN E-W 61 ��� �V v 62 TC CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF INSTALL R1 STOP SIGN PER CITY OF RANCHO CUCAMONGA C6 59.66' 50.00' 68'21'58" 33.96' Lo 3 ~ I I 3 1 huh O RANCHO CUCAMONGA STD. DRAWING NO. 101, TYPE R-1. STD. DWG NO.401-8 z v I ___ 6 ' �,�• O ^ PROPOSED N C7 42.04 50.00 48'10'45"122.35 � 11 '� � I 1 __ G �'�' ,�. �, CATCH BASIN OCONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO 19 CONSTRUCT 8"A.C. BERM PER DETAIL ON SHEET 1Q;P _5.5 CUCAMONGA STD. DRAWING NO. 103. NORTH 0.5' A I�f i '" PER CITY STD. NO. 307 7,5', ( CASE E (H=4") OCONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA ® 2' WIDE SAWCUT& RECONST. 4" MIN. A.C. PVMT. ON 6" MIN. i STD. DRAWING NO. 103, WIDTH = 4.0'. C.A.8 PER C17Y OF RANCHO CUCAMONGA STD. DWG NO. 100-A (SCALE : '� = 4 O�� i o I i EX. WATER METER CATCH BASIN DETAIL " A" e EX. QST. SIGN SCALE: 1 =10 O INSTALL ST. LIGHT 5800 LUMEN, STREET LIGHTS TO 8E PAID Q CONST. 1" MIN. A.C. OVERLAY TO CIL OF STREET, 4 3� cER I 2 I TO qE REMOVED " ' FOR AND COORDINATED BY OWNER AND INSTALLED BY SCE COLD PLANE 5 1 AT C L AND JOIN LINES LOT 2 FOR THE BENEFIT OF LOT 1 8 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 4.0' I Ltl LOT 6 7 f > i X. 8" C.M.L. & O8 CONSTRUCT MASONRY RETAINING WALL PER CITY OF RANCHO �, o �i'co ca, ca, (oo f I i W.WATER LINE DESCRIPTION OF REVISION DATE APPROVED ! CUCAMONGA STD. DRAWING NO. 604 E A LOT ^ v' N 10 _ ►� r\ LOT 1 � ovEO �`' � II � LOT 5 cd ___------------ ---- _ - _ II SEE DETAIL � o LOT 4 II * LOT ao to ^ po°' CONSTRUCT CROSS GUTTER PER CITY OF RANCHO 31.48 ON SHT. 3 + �* q N + °' " N vu ttoo o to CUCAMONGA STD. DRAWING N0. 106-A. PROPOSED 24" LOT 8 o DIA. RCP, SEE SHEETS x 2.71' 25.56' 1 x o '� o ' r. o N ( ) ± cc 3 + W ►•i ci I++ I I I i f CONSTRUCT 2-4" CURB DRAIN PER CITY OF RANCHO 5 AND 6 is f C �? 1 1 o ^ 35 Il o B 060 11 1+57. 17 CITY O F RANCHO CUCAMONGA >> - 64.38 1 44 �� Sic 9�, C5 C4 f `} o e 1 1 0 ^ + 0� I I 1 CUCAMONGA STD. DRAWING NO. 107-B. 4.1 Z. PROPERTY 6 . f 69.40' 74.00' 74.00' 71.00 - 64.00' ' 6 I I EX. ST. SIGN ® CONST. CURB OPENING CATCH BASIN PER CITY OF RANCHO LINE , , 1 STREET IMPROVEMENT PLAN CUCAMONGA STD. DWG NO.300, SEE DETAIL "A", "B". 4 DRIVE 12.9 �-�' TO BE REMOVED LW=1 FL soe (IYP.) o e _ _°_ _ __.__ ---- " i - t 17.6 i RSECT10N TER CO�R7 PLAN AND PROFILE INSTALL ST. LIGHT 9500 LUMEN, STREET LIGHTS TO BE PAID 3; Ic T154 -.-. - - TG 83.E Tc bs:io _ -L - LIN NCNES NUE FOR AND COORDINATED BY OWNER AND INSTALLED BY SCE. ^ _ _ - 1 Ec 2 W 71.09 Nv 83.18 °p I 0 WI N A 71.0_4 _ s _ FL 83.13 e 1+00j 0 I 0. oo WI�$0 © INSTALL R26(S) "NO STOPPING"SIGN PER CITY OF RANCHO =__ ___ _ ___ __ _______ ___---------------__ FL 69.42 4+0 O 3+0 S00'52 51 W 2+00 0 + oo I 1+00 WINCHESTER COURT CUCAMONGA STD. DRAWING NO. 401-8. 5.34 (9 '�) TRACT NO. 16421 M.O.C. ADJUST ADJUST BEGIN OF AL - �, TC 63.5 V S 66. 7 TO GRADE TNCV774.89 TO GRADE 2+00. TO GRADE f8 � � �i 8C4+14.73 9 16 ___-_ I FL 63.05 ADJUSr Z f ,� APPROVED BY DATEry f V�P BEGIN OF WALL 71.82 FIRE FL 74.84 84' TO GRADE 0+60.00 \ �6 RANT 1 f 8 FS 83.18 01 ' 4+63.00 FL 71.32 TC 98.31 0+33.00 1 CITY ENGINEER c !- R.C.E N0.24953 EX. CATCH BASIN 15L f,t �, 70 5o MARKER TF 82.68 SEE DETAIL A 00 F5 69.30 PROPOSED 8 Tw 99.20 I QtZOFESS/ON UNDERGROUND SERVICE ALERT PER TRACT. WATER MAIN PROPOSED SEWER FIRE HYDRANT MARK FS 98.70 I i ) q� DESIGN EGL ASSOCIATES INC. 'RECOMMENDED NO. 10827-3 HEREON X JV TF 68.80 LATERAL(7rP. TF 97.00 I O MMALL STREET NAME '` SANG-I Fy GB ' �FoltE CALL: TOLL FREE 5+43.73 v WATER SERVICE EX. POWER POLE °p o i SIGN PER CITY STD. 401-A \ z 11823 SLAUSON AVENUE, UNIT 18 i W 45846 - v . m SANTA FE SPRINGS, CA 90670 �--- PROPOSED 8 7W 65.00 do METER (TYP.) (1) LINE RUNS NW 1 �f I i u, ,j , DRAWN SHEET -800 VCP SEWER Fs 6274 WINCHESTER COURT f9 I a � 1z,�,� ; , ; �B TEL: (562)945-0689 2 of s TF 57.50 5:1 TAPER PER 227-2600 CITY STD. 406 I iVIL N.c.c Na 4W" TWO NORKING DAYS MORE YOU DUG R JOAN EX., sTq OF CA1.1FG CHECKED HJ DRAWING NO. STA. 0+10.00 DAM Na 02002004 1992 BENCHMARK: H 0R: 1 "=40' SCALE: VERT: "- 4' RANCHO CUCAMONGA 10103 BM 1987 ELEV. 1781.65 BRASS CAP IN TOP OF CURB FOR HERMOSA AVE do WILSON AVE ao CL INT Z, 0 GRADE All C o 4• o o+ - g / g3 ) G D A7 C L \ EX T7l�IG GRADE A7 I I I Jk F-FT FT �o IT-4 14 4n GRALE 01 XXS �o o� PV?OPO D �' or - - - GRADE A TC .� 051, jjwOI I I I L=777-71= i I IT 1 1 1 i 3 2 1 CONSTRUCTION NOTES CONSTRUCTION NOTES ITEM DESCRIPTION ITEM DESCRIPTION J O CONSTRUCT 4"MIN. A.C. PVMT. ON 6" MIN. AGGREGATE @ INSTALL R2(25) SIGN ON ST. LT. PER CITY OF RANCHO EX. ST. SIGN P� O BASE PER CITY OF RANCHO CUCAMONGA STD. DWG NO.100-A CUCAMONGA STD. DRAWING N0. 401-8. TO BE REMOVED ,C � CURVE TABLE » G O M ELL CONSTRUCT 8 CURB & 24 GUTTER PER CITY OF RANCHO 1 INSTALL R26(B) "NO STOPPING"SIGN PER CITY OF RANCHO EX. WATER X. 8" C.M.L. do �� �,� Ex. POWER Pol£ CURVE LENGTH RADIUS DELTA TANGENT CUCAMONGA STD. DRAWING NO. 104, TYPE A2-8. CUCAMONGA STD. DRAWING NO. 401-8. METER W.WATER LINE Q' y�� (1) LINE RUNS NW , OCONSTRUCT 6" CURB & 24" GUTTER PER CITY OF RANCHO INSTALL W53 SIGN ON ST. LT. PER CITY OF RANCHO 11 �'� 04 C1 42,77' 27.00 90.44,52„ 27.35 CUCAMONGA STD. DRAWING NO. 104, TYPE A2-6. CUCAMONGA STD. DRAWING NO. 401-8. EX. POWER POLE I 1 8 - Qp_ x C2 29.31 112.00 15 00 00 14.74 (9) LINES RUN E=W-- - -------d'M�-- ----�"w -- ---�"n`- Z, x � - -----�--� �, � CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CRY OF INSTALL R1 STOP SIGN PER CRT' OF RANCHO CUCAMONGA -(i __ _- �'` o o C3 79.75 38.00 12015 11 - O RANCHO CUCAMONGA STD. DRAWING N0. 101, TYPE R-1. STD. DWG NO.401-B Fs (94.44 ~ ______ _ " _ (9 ��_ °i _ __ C4 4.59' 100.00 0237'57" 2.30' + - m��- - " -- _2+00 9s.45_� C5 21 .60' 100.00' 12'22'33" 10.84' O CONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO 8 CONSTRUCT 8 A.C. BERM PER DETAIL ON SHEET 1 - 3 i00 -REi�� 8 2 " ' WI SO VES (SCALE : 1 = 40 ) C6 59.66' 50.00' 68'21 '58" 33.96' CUCAMONGA STD. DRAWING NO. 103. 2+88.05 g " " EX. CONC. S/W JOIN ? � � - _ PVMT. TR NS/TION � c� OCONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA ® 2 WIDE SAWCUT& RECONST. 4 MIN. A.C. PVMT. ON 6 MIN. TC (95.08 -- +' Te 1801.12 C7 42.04 50.00 4810'45" 22.35' STD. DRAWING NO. 103, WIDTH - 4.0'. C.A.B PER CITY OF RANCHO CUCAMONGA STD. DWG No. 100-A _ +► _ 4.3 FS (1800.45) FS (94.42 ---- - - _ ___- - IN ALL ST. LIGHT 5800 LUMEN, STREET LIGHTS TO BE PAID CONST. 1" MIN. A.C. OVERLAY TO CIL OF STREET, _- o o �' 1 I T9 (98.W 9. 1 1 5:1 TAPER PER FOR AND COORDINATED BY OWNER AND INSTALLED BY SCE COLD PLANE (5 1)ATCIL AND JOIN LINES EX. 5"f. LIGHT clTr STD. 4os 1 J. 5' ss ' r I TW 99.00 8 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 /k' j 1 C.R. _> '•. I 8 FS 98.70 I�'�� £ e Na, A. 0+60.00 I I TF 97.00 SIGN PER CITY STD. 401-A O CONSTRUCT MASONRY RETAINING WALL PER CRY OF RANCHO ��� e o I 0+60.00 a• MVEWAY APPROACH CITY I TO REMAIN DESCRIPTION OF REVISION I DATE APPROVED CUCAMONGA STD. DRAWING NO. 604 TYPE A x �, Fv h �,� V 5:1 TAPE 0+53.94 TC 98.31 G ��,yh o p ! V 7 U + $ I I I ADJUST TO CONSTRUCT CROSS GUTTER PER CITY OF RANCHO 1 ^o ^ ry h 06L- GRADE(TYP.) CUCAMONGA STD. DRAWING NO. 106-A. 1 V�V o �• PROPOSED 11' WIDE 37 5' DRIVE ( coo ` p 10 PROPOSED WATER " STREET DEDICATION LOT 1 4 W 16 I SERNCE METER CONSTRUCT 2-4 CURB DRAIN PER CITY OF RANCHO N F W -� CQ `O �0 9g'� s/W + + CITY OF RANCHO CUCAMONGA CUCAMONGA STD. DRAWING NO. 107-8. 6 CURB do TRANSITION CURB �G 5 �' GUTTER f1R£HYDRANT MARKER � CONST. CURB OPENING CATCH BASIN PER CRI' OF RANCHO GUTTER �� �`� ��, _ ,��E STREET IMPROVEMENT PLAN CUCAMONGA STD. DWG N0.300, SEE DETAIL "A", B . . 1$1 INSTALL ST. LIGHT 9500 LUMEN STREET LIGHTS TO BE PAID DRIVEWAY 0' 5 Q, ~ F `1 181 1 PLAN AND PROFILE © FOR AND COORDINATED BY OWNER AND INSTALLED BY SCE. o �1 ��� N O WILSON AV E N U E I TC 86.70 DINSTALL R26(S) "NO STOPPING"SIGN PER CITY OF RANCHO + �' LOT 2 o Nv 86.25 CUCAMONGA STD. DRAWING NO. 401-B. .d PROPERTY O DRIVE O ' FL 86.20 TRACT N0. 16421 \ LINE W=16 r DRIVEWAY 4 + >> e APPROVED BY r DATE kj LOT 5 18.54 s 7 1 CITY ENGINEER Wil/ �[.�� �f�l�� R.C.E NO.24953 1+98.38 RpFESSI DESIGN RECOMMENDED Q PROPOSED LOT 6 w P ��� P �NG-C j Oti �, EGL ASSOCIATES, INC. UNDERGROUND SERVICE ALERT o q CATCH BASIN = \ �Z GB 11823 SLAUSON AVENUE, UNIT 18 _v �� CALL: TOLL FREE U W ,= 46 m SANTA FE SPRINGS, CA 90670 �- ' " x m DRAWN TFL: (562)945-0689 I SHEET 1-800 CATCH BASIN DETAIL "B" PER CITY STD. No. 307 WILSON AVENUE z E . 12P GB 3 OF g 227-2600 SCALE: 1"=10' CASE E (H=4") STq CHECKED PME• N0• -'�° DRAWING NO. TWO WORKING DAYS KFORE YIN DUG OF ��FO HJ DATE FXE Na 02002004 1992