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HomeMy WebLinkAbout1021 t 1 1 0 1 BENCH MARK T R EIMPROVEMENT CITY OF RANCHO CUCAMONGA B.1I. NO. 1058 S E T STD. TABLET IN P.C.C. POST IN FRONT OF MISSION WINERY BUILDING ON N.11. CORNER OF FOOTHILL BLVD. A HAVEN AVE. STA)iPED "1933 H44 1208" . FOR ELEV. 1207.674 a GENERAL NOTES IN N RAN H A A TM IMT 1. All work shall be done in accordance with rhes} plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adherence to these Standards and Specifications. 1. All pipelines or substructures of any kind. telephone or power poles. CITY OF RCUCAMONGA , CALIFORNIA water meters, valves. fire hydrants, etc. shove or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed. relocated or protected in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarise him- I I self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- M.B. 4/9 54.37' i opera- tions. whether or not such facilities are shove on these plana. R/WR/W 14 ' �� \ I 4. A permit shall be obtained from the City of Rancho Cucamonga EngineeringI LOT 2 LOT Sheet 5 Sheet Depaitment prior to any encroachment or construction within City of CL Gra ding Easement Q � FOOTHILL BLVD. , Rancho Cucamonga easement or right-of-way. 1 2 ' 32' 10.37' \\ 5. All grade stakes shall be set by the Contractor or Engineer. Paving i I t 4 f _ _ stakes shall be set at all hinge points, edge of pavement points ` within 0.01 foot of sub-grade elevation and at not more than 50 foot 6' i 7.3 7 B`T' 3' 6 $' ___ _. 1 13 intervals. Additional paving stakes may be required by City Engineer Q 5� /1 I I CIVIC p/V CIVIC CENTER D R ::1 .needed at warped or vertical curve areas. � v !T ! AqAOw qOuTB 2' 10 ' 10' 10'b. sever. eater. electric. gas. phone or other utility laterals. � I � e . mains. or crossings shall be constructed prior to paving. I Level Line --� 2"x 4" Redwood Header (, ppe W M JBRBBY BLVD. Iie 7. Compaction tests of embankment constcuction, trench backfill, tom- , , I � _ ('�/ � ` W pectin original g performed at no I 2 7 x,0.13 I �0 07 �/ g g ground and all sub- rades shall be y I, � � � 9 cost to the City of Rancho Cucamonga. A written report with these _. 1-i=vg4r- o compaction tests shall be submitted to the City Engineer for approval / - �--- E X14t. Gnd. tu prior to the placement of base materials and/or surfacing. B T H 8TH B B T 8. At the completion of paving, a materials report shall be submitted to „ the City Engineer. LisinX all tests or determinations completed to Curb 8 Gutter With 8" Curb Face Gradation of asphalt Paving Sidewalk Per CitStd. 4 A.C. Pavement STH verify stability oil content and y Per. City Std. Owg. NO. 303 A99. Bose ST. <7w9. No. 311 4 = - 9. Prior to installation of any Paving. a materials report shall be � .J N submitted to the City Engineer. Listing all tests or determinations Q completed to verify: .sieve analysis and sand equivalent of aggregate Daae. Q LINCOLN RANCHO APARTMENTS Q (7 TYPICAL STREET SECTION Z m i 10. PavirtR-shall be performed in accordance with R-Value and Pavement tests O � WIN W taken to determine structural sections (prior to final plan approval) 0 _ I' W 11. When improvements are to be placed on native soil which consists of a C/V/C CENTER DRI VE U V 1 11 Q♦ rocky material, the sub-grade shall be prepared by removing all rocks " PARCEL M A P 8 3 4 5 , N u7 3 I which protrude above the sub-grade and all voids or depressions shall (] � � be filled with a fine grade material of a quality better than the natives STA. I } 1 0.3 8 "" 1 .7 f, 18.88 Q N u �+ �- BA e9A RDI FREEWAY material. J P. M.B. 91 / 27 , 28 ' T.1. = 6.0 R 67 Q 12. It the asphalt concrete is to be placed on sub-grads. a soils stecilant \ registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly Q applied at the manufacturer's recommended rate for the full pavement ' width prior to paving.13. , J VICINITY M A P Estimate of quantities is provided by the Engineer only for the con- V 03, i venience of the developer, the contractor shall make his awn deter- NO SCALE Q Q_ inatlon of construction quantities before submitting a bid. Any R/W CC t f mR/W a item of work required by these plans which is not specifically listed [;0' in the estimate of quantities shall be considered as included in the 14 p other items of work. Grading Eosem6 nt 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 (l 22 ' 7 _J shall be constructed at each intersection. 6' 4' 3' 6' $ 15. City approval of plans does not relieve the developer from responsibility ( o5, ►� , for the correction of error and omission discovered during construction. 2' 10' 10' ' (' Upon request the required plan revisicns shall be promptly submitted Co Sheet 6 ( Storm D rai n/ the city Engineer for approval. t Level Line tax 4e Redwood Header Sheet 2 Sheet 3 _ t lb. Work site and exterior streets shall be in a neat, clean, hazard free, 1/4": I 0.3 3 ,1023 I i orderly state. throughout construction. Site sha!1 be cleaned upon � "ye request of the inspector. I _ _ 17. Contact all Ctllity Comvanles as revuired. bA hours vrior to excavation. Exist.Gnd. Erouded for your convenience are the toiloving: I 4" A.C. Pavement \ _ BROW _ROUT�I A. San Gabriel Valley Municipal Water District Sidewalk Per City Std. Curb 8 Gutter Wilh 8" ... Mr. Bob Stallings (213)construction Curb Face Per City 4" A49. Base for ease Line Road construction Dw9. No. 311 K. General Telephone (8001 422-4132 TENTATIVE PARCEL MAP 8486 � Std. Ow9. No. 303 • N �for underground service C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Duca. CA 9 INDEX M A P D. Cucamonga County Water District (114) 987-1591 TYPI CAL STR EET SECTION 1"= 2008 \ I 9641 San Bernardino Road Rancho Cucamonga. CA 91730 E. Metropolitan Water District (714) 593-7474P.O. Box 54153 C / V/C CENTER DR/ V E Los Angeles, CA 90054 F. - f 4 Pacific Telephone Company (714) 994-5639 STA . 10 + 49.95 15 �83.31 CONSTRUCTION NOTES & QUANTITIES :11. Curvilinear sidewalk shall be constructed in conformance T.I. = 6.0 R = 67 with Std. Dwg. No. 304. The general line and grade shall be as shown on the Landscape Plan Architectural Detail Site Plan and Grading an Plan. Fina approval curvilinear ITEM AMOUNT UNIT sidewalk shall be adjusted to fit existing field conditions as approved by project planner and Public Works inspector. I ?rias to final construction contractor shall allow 48 -&-CONSTRUCT 5"A.C. OVER 4" AGO. BASE. 32,719 S F G `airs notice for final inspection of forms. _ � R/W 50' (DA-CONSTRUCT 4" A.C. OVER 4" AGG. BASE. 31 ,054 SF 0__CONSTRUCT CURS & GUTTER TITH 3" CURB FACE AND 24" GUTTER 10' 14 36' PER CITY STD. DWG. NO. 303. 2 ,445 L IF PRIVATE ENGINEER'S NOTICE TO CONT'RACT'OR Swk Easemt NoteCITY SPU.E. Varies I Overlay Exist. Pavement To � TR��ea:�-�tl�a'���E����T�'`-`��}� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES DESCRIPTION OF REVISION OATS APPROVE SHOWN OY THESE PLA.i3 ARE OBTAINED BY A 0'To IB' Line a Grade Shown On 4 OR STRUCTURES SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOW- � 12' c 10 12' 12 I 3' Sheet 2 a 3 4 CONSTRUCT CONC. SIDEWALK PER CITY STD. DIiG. \O. 311, LEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOW! iIIDTH 6'. 7, 654 $ F ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRE-AND 'VARIES Min. CITY 0 F RANCHO C U C A M O N G A `1 IES o CAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOW ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, 1.5/o TO 3.5/o �- CONSTRUCT HANDICAP RA.'LD PEA CITY STD. D19G. NO. 310. 5 E A. AND IS RESPONSIBLE FOR THE PROTECTION OF. AND ANY DALIArE n 2.0%MIN. Sawcut 8 Join l�6 --SAWCUT AND JOIN EXIST. A.C. ?AYE'.�NT, ih ' I; _ -Varies .:0.30' :,•0.12' , LINCOLN RANCHO APARTMENTS j TO THESE LINES OR STRUCTURES. 20.0%MAX• CONSTRUCT SPANDREL fs C?G-S ,UTTER PER CITY STD. DWG. NO. %: ° � L0%_ _ o. Feather Overlay As Necessary (7�.� c 'j `� 308, WIDTH 6'. 2,748 SF STREET IMPROVEMENT PIANS Sidewalk Per City Std. a REMOVE EXIST. A.C. PAVE`.LE_V.. 5, 240 SF Owg. No. 311 5"A.C. Pavement l See Arch. Oeta i 1 Site Q--INSTALL 2" x 4" REDWOOD R_A1ER I , 1 02 L F TITLE SHEET SPECIAL NOTE FRO?1 PRIVATE ENGINEER TO CONTRACTOR Curb a Gutter With 8" Curb 4 A99. Base IO INSTALL STREET LIGHT , 9500 LUMENS HPSV LAMPS 6 EA Plan 8 General Notesl '" DR 85- �6 o+ Face Per City Std. Dw9. No.303 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE INSTALL STREET LIGHT WITH EXTENDED MAST, > 5800 LUMENS HPSV LAMP 3 EA APPROVED BY DATE 27/7/ 1& RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE ® INSTALL STREET LIGHT, 27,500 LUMENS , HPSV LAMPS W/EXT. MAST I EA OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL , PERSONS L4D PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CITY ENGINEER RCE NO 23889 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; II INSTALL A.C. OVERLAY (DEPTH VARIES) 13 AND THAT THE CONTRACTOR SHALL DEFEND, INDEIL`iIFY AND HOLD TYPICAL STREET SECTION-N '900 SF DESIGN RF NfMF OED THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL MUNOH IR EWUMAILY ASSOCIATES LIABILITY, ILEAL OR ALLEGED, IH CONNECTION WITH THE PER- 12 8. 13 - CONSTRUCT STRIPING D$ FORLIANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 82'5 SONOMA AVENUE ENGINEER. A RROW ROUTE DRAWN SANTA ROSA , CALIF. 95404 SHEET DSS 707-544-0784 I OF 6 T.I. = 9.0 R 67 i ' CHECKED �� RCE NO 357 DRAWING NO DATE D6� I/ , 1985 FILE NO M-64 1021 rv.OV. 26, Oa5 4 .b 4213 13ENCN SARK ` D 4 4 � 01 d/ Z 1TX QX. �CIi� •y GA. 8.2l..N� �1fY,S$ �•� s ?AB I If ♦ . 9031 Ill lMNI Of 4 Q 111 18y 8 I�t 0,04,11.1/. WPJ&R > orb I sLvr1 Id HAv�,b eva.J Trr sTe► I p Is RUDa L T P O �L U B onsm \IMU ER 1 Is o B ' G A E f 1 m \h o_ \\ �. �\ ♦ \ t , IqA Now — 1 -41 1Y 0 h S L E 0 E 0 A I N h \ �• fi OFIL HOR1Z. 1" .40 I LLL IPERT. I°= 4 1 10+00 II -too 12100 13+00 14+00 15+00 16 I7+00 18100 PLAN d ;w X X P LINCOLN `NCHO APARTMENTS ,a �, po r b. w 0 h 1y• co 0 wit + �,�1p>< &NOT E SEE OE T4/G aELO ur rc-d e to 56 + a ; + V ao A 2,e0K/ �ouTE.. S/oEWAL.� , n 0 CAUTION ! ! °4, — to ( �' r- °° ` - CD 0 x0� \ ��D� 1 d� 14 (tYP) +� u . 4' r�is� - `� �A� 14 TYP) -tea 3 36 HIGH PRESSURE GAS = SIDEWALK 8 P.IJE� _y�� 37 .64 --- ------- --- _ 5-64.09--- 10' - 11� rX/ST. CURB A GUTTER �` / •_�� ,.� �_ - - ---- -_ __ _- f F EX/ST• 4"1 - — — ,-rs�— - �-c�, -All Z w in, 12 Ear/ST• 84 srcRv GRAIN d� �� A RRO W__9_I _ROU TE 8 � T EX/ST. EDGE OF PAVING T 6 r N IL / EX/Sr TRAM- CONT/NEN TAL / TELEPHONE CABLE 0+00 1 ( 0531 Ti G AVO. .5J TB 5o TS5 �. CENTER ST M 1w eA"e_}4O GJGAMOlJ4A , 9173a ox w �714� 98�-430!0 CONSTRUCTION NOTES 3 S�DEWALIG &_' CONSTRUCT .52' A.C. OVER 4, AGO. HASB. EAsM 'T. WITH 8" CURB FACE AND 24" GUTTER 14' ion 2 .CONSTRUCT CURB & GUTTER I NOTE: SEE SHEET 6 FOR NEW STORM PER CITY STD. DWG: NO. 303. Q AOOgO PO PT/ON OF S/oEK/ALK ST.eBET TeE�S DRAIN IN ARROW ROUTE CoNSTRU4GT-CON6z--SIDEWALK-P$R-0I-TY-8TI3:-DWCrr-Nor-3�3�;3,rr,309 r'E'e Qom' n �'oys>,�ytrvy ,vv��s tae s�•eE�r r.«Es VAB1ES 0 -WI}3TS-�-4J-. ''`�``° 'F� DESCRIPTION OF REVISION DATE APpRovE 0.01 n�ia /. ALL S7CEdT T•-Oiii A.Pe To BE 10,ei 0 /N ,4GCO�OANce Ta VA0105 31 M tiJ. 4 �� 5• c/TY STANOA20 Go/. �,�,r��� �1 �/j%��� �g ----CONSTRUGP f'4N6z--SIDEWALK-PER--GI-T)F- FiTD D�fICr; Nor Z. ALL srzolfr T.?EES sAiiii BE 57.4A-00 ANO PL4-VT�sv TU 6iTY ti Z•Dr�� �I - \-/ I�� -_-�� • CITY OF RANCHO CUCAMONGA 37ANOARv 105.4. ' / -3. SOIG FE•eT/G/t/Ny AND CONO/7/ON/N� S.vALL EE/N dCCO•POA•uGE I � E)E}N8`fRi3@'i'`-ilAidDICAP-RA3ig-PER-E?�'f�F--8Ti3:--DWfs-r-i�1i}r-314r-- WI TN SECT/ON P/I-..z OF THE S YA/vOA.(CO .5" i eAT/ONS <a,� �' 3 LI N C 0 L N RANCHO APARTMENTS .�G/BL/G K/OCCS GOnJSTQUGT/ON. 7yP� I O.�y.4N/G SD/G AMENpA4-Al s 3sldcl 8E !/SED W/Tia TV-= -AT/O OF / PA.27 O.Py,4Nle .4MENOti/ENTS ;�: YA�IES o.2' Io •s' 6 SAWCUT AND JOIN EXIST. A.C. PAVEMENT. To 3 PACTS NATIVE ��G• 4Gl A1ME/vO,t�E/vrs d.ea- To 'Ate T ,�oL��.vLy I STREET IMPROVEMENT PIANS FOR M�a'f� .4er1"1111 ro rmr _,oI4. 4. CONSTRUCT SPANDREL & CROSS GUTTER -PER CITY STD. DWG. NO. a-308, WIDTH - 61 . ¢. FEtr�G/L4Tio.v of •4LL sreE_-r T.Ceas SHALL SE PB.e THE.2EIOMMENaA7/ONS ARROW ROUTE of A.V 44 ca.voMiG sous .e�vo.Q> FaCiv/s/,iEo To r�E e r //v-sv6e rale. CURVE DATA 5 NO S,,eEET T,CcE Sh'ALL 6E PL.4MTE0 WE.eE Ts/F GF,/v new o.F r.1/E r-4/" /i` `f Y P I G A L P A tZ 1_ w A Y s •E G T 1 0 N 8 REMOVE EXIST. A.C. PAVEMENT. r .� r iecLr ac rv� �/�a . DR SS - O6 /s ce_osE-O T/JA.�/�3 � TNCEE EBT D 12.1 unlLEss vnive-Z. 'i �vorF�, Q DELTA R L T G)_INSTALL 2" x 4" REDWOOD HEADER APPROVED BY DATE �� G Ch AU sTTCE> TiQEE5 .A ,C s�lBJEcf TO /NtOEGTlON ANO 4CC/rPr-v'vi 4ry T �N4/n��e,� Qj s/oE•,v�tL,r L.lyov7- is �ov��PruAG oc/LY. APP.eaj/•4L aF rye F/Ni1G •.3/OEK/AG.0 - �A 90- 35'I 58u 27.00' 4 2.69' 27.28 10 INSTALL STREET LIGHT, 9500 LUMENS -HPSV LAMPS CITY ENGINEERg 4f RCF NO 3889 3 LAYeur ffli 6F . 4111 /.v r�� ��Eto 4vv A1-14iii Eo .Is Mfei ABY © 890 24' 02`� 27. 00' 42.13' 26.72' �-► ' DESIGN MUNDHI ELJUMAILY ASSOCIATES Rf ME,p� D TD LfEE� FiELO <ONO/TiDNS AS APS F;P By Ti�E �!/BLiL WDECS /Ns�E<rO,P Auv P?RIE<r PLA�/NEQ Pekoe re rlv4L I '4.15f L/lT/04/. _ I I INSTALL A.C. OVERLAY (DEPTH VARIES) OS CONSTRUCT DOUBLE CENTERLINE STRIPE PER CITY 825 SONOMA AVENUE 12 STD. DWG. NO. 407 (BREAK AT STREET INTERSECTIONS) 'DRAWN SANTA ROSA , CALIF. 93404 SHEET ,,- OSS 70T-344-0784 � 2 OF, 8 • 13 CONSTRUCT 4"WHITE LANE STRIPE PER CITY STD. DWG NO. 407 1 9 >?a 0 CHECKED -/f�' RCE NO 1335' DRAWING NO. /AJSrAGG Glad/O A4490,F, /5 JA4. /N 24~$OX PER �I 171-84 1021 s>.PEEr reEE cd vsT.euorei rvo TEs svexiii DATE - II i198g - FILE NQ r 1 t BENCH MARK G= 3 CITY OF RANCHO CUCAh:ONGA H,Tl. NO. 105 Ala STD. TABLET IN P.C.C. POST IN FRONT 0 MISSION WINERY BUILDING ON N.M. CORNS Z f • _ OF FOOTHILL BLVD. !! HAVEN AVS. STA►{pg t 1\ "1933 H44 1203". O = ELEV. 120' 6'4 + Q E I T. GFZOqND N Q e a m O o + go 0 1� ° �y ° 0 0 S= 4 o EXIS11 10PI0 -L Uf 8 ► I S L I \ 't. �� AlS V Y I NE Wl 6- `4 i PROFILE f t HORIZ. I" = 40' " VERT. 1".= 4' tt 18+00 19+00 20+00 21+00 22.00 23foo 0+00 I+00 PLAN NOTE: SEE ARCHITECTUAL DETAIL SITE PLAN jo 114 FOR ARROW ROUTE SIDEWALK CAUTION 1 ! 4. 5rA /f25 , 4 W - 36" HIGH PRESSURE GAS Q Z 9 o = U � oa OW °D p 15'SIDEWALK + 2sk M , aV 10'SIDEWALK + i 8 P.U.E. oN o `r a PU.E. °0 ro r/ Z �, • 326 29 _ N o = 90°3728 0 r ., 10 10 —_ — — S :� R - 35.00' M -, —G -- —-- — — —G—— — -- 2 _ -r1 ---�s L = �- 55.36 d � — _ �� Fir— ul cr 'l 10 13 € 11r 36"HPO --• I T = 35.38 ' + Q FN- — —_ -, - —y. JZ f.Y/S DRAIN II N 890 33 50u W 12 Ot00 . T6 R T N IO' �EX/ST. EOG Of PAV/ !J T--- -* HAVEN iv ui W EX/Sr TR MS-CONTINENTAL EXIST 84" TELEPHON CABLE 1 <<' 0400 .+ STORM DRAIN A, SURVEY LINE O O 0rO O O EX/ST. CURB a GUTTER p �h� 'T I- HAVEN AVE O O p oj�' 'h ,n in \y0 M s In + +o `�� \�1 t + \� p 3 Y. `� O N N O N N 0 N + CC M cc N Q 1 CONSTRUCTION NOTES CONSTRUCT 5" A.C. OVER 4" AGG. BASE. -MOY�-crr.Ps 2 CONSTRUCT CURB & GUTTER WITH 8" CURB FACE AND 24" GUTTER DESCRIPTION OF REVISION OATS APC IT PER CITY STD. DWG. NO. 303. _ �jSTRUCT- EpNa�-SIDEWALK--PE14 GI-T-Y--STDs-DWI'r,-�--al- CITY OF RANCHO CUCAMONGA WIWH- =-4-Lr- �P'9'FRueT-eE)NG� 81D18WALFr--PER--eI-T-Y--&TD DWS'�'3}I•' LINCOLN RANCHO APARTMENTS 5 CONe-TRUCT-- HANDICAP--RAH -PER-6I-T5F-&TD•r--DWG-r -NG-, STREET IMPROVEMENT PLANS FOR 4 6 SAWCUT AND JOIN EXIST. A.C. PAVEMENT. ARROW ROUTE 7 CONSTRUCT SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. DR 85- 06 308, WIDTH = 61 . APPROVED EKY DATE G 8 REMOVE EXIST. A.C. PAVEMENT. CITY ENGINEER RCE NQ 23889 (9 -- INSTALL 2" x 4" REDWOOD HEADER DESIGN MUNDH IR EUUMAILY ASSOCIATES RE M DS 10 INSTALL STREET LIGHT 823 SONOMA AVENUE DRAWN SANTA ROSA , CALIF. 93404 SHEET I I — INSTALL A.G. OVERLAY ( DEPTH VARIES) DSS 707-544-0784 3- 0E--g Y 12 CONSTRUCT DOUBLE CENTERLINE STRIPE PER CITY STD. DRWG NO.407 (BREAK AT STREET INTERSECTION. CHECKED RCE NO. (3357 DRAWING NO 13 CONSTRUCT 4" WHITE LANE STRIPE PER CITY STD. DWG. NO. 407 DATE ,r�C•`U" . 1985 FILE-NQIII-84 1021 / -- -- T------ - - -- - --- - --- -- --- -- _. .- - ---- - -- --,---- - - ---- - -,- -T C COCA:-IONG B.H.•X10. 10J 9 ENC K STD. TABLET IS P.C.C. POST IN FRONT ------ I - --- --- ------r-.-- - -- ---- ---- -- ---- - - - --- -- --- - ---- - --- -- --- -- --- - - --- :iERY BUILDINt3 ON S.W. COR.Y 24F FOMILL BLVD. 6 HAVER AVE. 3TAXP 6p -- - - ----- - - --- --- -- -------- - - - - _ "1933 H44 1208". nix `� �`�I -- - - -- -_-- - __ -- -- --- ------ -- - - - - - - - - -- - _ _. _.. _-- ---- --------- ---- -- - - - -- - ---- ----XIST. DGE OF PAVEME T i +00 13 14 00 I - - - - --- - - ---1----- - - --- - - - - - -- - - - --- - --- -PVI= 182.51 - -- -- - - - r------- -- - in RAVE A -_ - -- - - - - - - w -- --- --- -- -- -- �- , - ----- a- Cq W -- U-� W- - --r--, - p ,-,- �- v-� -r ---- - - - - - - GRADE - - 4. + -� ID -�- ----- - m - - - -- --- - -- -- - R o ,,,-EXIST. GROUND co a .n -- °'�-- ----- -- - - - ------ -- -- - - - CU ---- \\ • • -- 6'V.G. D -- --- - - �_ -,-- - - -- --� - --- �O -- --- - - - -- -- ----.-- X66 _ �s_;_+-0.40 % _!00_ V.0.- - 1 i ;Q, ; _ - -- -- - --- - ----- -- -- - PVI ! i j rd vi i 42.07 ° 42.76 Y ----- -- - - - - -�-- -- - -- ' O - V i - RST ° "' L = 127.93 p , i ami a + a 1 df 4/4 d,/4 d�4 rf a dfa d --- +'W- + > t + _ _ ILIm OP OF S LY CURB S.° ¢37,06 IST. GROUND ( I S LY R/W a m \6 \ti \. 0-7 d co S- ---- - -- - - - - ti' -- - --,- L_ a _..- o w -� 1 $ +0.9010---- o° ° N T N _ a � - ` �'� 0' 0 0' ` - $ _ + 0.40 /o uj 11 414 0, Y,Lo L7 � I 44� -_ �_ p� , � 4co - pyo 6h S = X0.40°/b F GUTTER' f +a i - 545 i r OF OUTTEkt ! 0 I - -- - FI PRO LE HORIZ I =40 i F 71 VERT. I 4 9+00 10#00 11400 12+00 13+00 14+•00 15+00 16+00 17+00 18+00 19+00 � PLAN I " = 40' F- Sz 1 ' NOTE SEE SHEET 5 FOR STORM DRAIN 4 44 i 0 I SURVEY 5-141, I LINE 13+2044 I SURJY LINE V U m Wco co '�' W to co vl) co 14'GRADING EASEMENT M co _ O Ear 15T. EDGE Of PAY/NG j ti - N �` 9 - .. N - - _ - 'i + � � � EDGE OF PAVING 9 ; tin+- M 9 � i � N FL - '- r_ �- � � � ,� 13+3 8 �s 30 S850 s - 4 - - -- -- S 89°2744" E - --- _ - --- -�- --- --- 1181.55-IC I (R) 1 - 10 I 1 89° 27 44" E 13 f 14 13 - I 387°49 59 E 110.00 - _ - I - aa 66 0 � 1 � �+ T 3 89°27'42"E I� 9 "x I a D 2 d N Ioa � V �� (.rN / R DR. ►oa IA ��a✓ �' T h, 2 /\ _ H - - ? o -- - - � � � 109 I A I \6 \� �i9 EXIST, RIGHT OF WAY q rn ;V- co ��'�°� ap \9k , L f 5 � •$ �� v� � < + u M q 3 + in V -- P 5 4 M .- 12+ 54.07 O 3 MIN. raD 13+20.48 d 5� RyZ�G - �� W ti co � t P W ECR Q I HAVEN i�•, �\��p24- 5 p h I U -} V 6. 12+39 12+39 I - I °O I i O d ^� RIVATE DRIVE 0 co - O m N a II3' 34' I z I a 00 sv I + o 5:1 TAPER WITH I N REFLECTOR PADDLES v W I L/NCOL N RANCHO APARTMENTS �_, " FUTURE MEDIAN v 3 CONSTRUCTION NOTES o lA -CONSTRUCT 4" A.C. OVER 4 " AGG. BASE. - { z 2 CONSTRUCT CURB & GUTTER SMITH 8" CURB FACE AND 24" GUTTER PER CITY STD. DWG. NO. 303. (D CONSTRUCT CONC. SIDEWALK PER CITY STD. DWG. NO. 311, - WIDTH = 4' . DESCRIPTION. ,OPt REVISION DATE PPR 4 CONSTRUCT CONC. SIDEWALK PER CITY STD. DWG. NO. 311, AIDTH = 6' . CITY OF RANCHO CUCAMONGA a CURVE DATA &- CONSTRUCT HANDICAP RA?LP PER CITY STD. D11G. N0. 310. NO. DELTA R � T LINCOLN RANCHO APARTMENTS -� 6 SAWCUT AND JOIN EXIST. A.C. PAVEMENT. p 75.44'04 27.00 35.69 20.99 STREET IMPROVEMENT PLANS FOR 15.00-oo107.00 2a.o1 11.09 7 CONSTRUCT. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308, WIDTH = 61 . CIVIC CENTER DRIVE p s9.1s-s6 27.00 42.07 2s.66 © 90'44'04" 27.00 42.76 27.35 8 REMOVE EXIST. A.C. PAVEMENT. OR 85 - 06 © 12-01 -0 278.00 58.31 29.26 9-INSTALL 2" x 4" REDWOOD HEADER APPROVED BY DATE I 12.01-05" 332.00 69.64 34.95 RCE NO 23889 • 54.51 34.54 10 INSTALL STREET LIGHT, 5800 LUMENS HPSV LAMPS WITH EXTENDED MAST, CITY ENGINEER (i 89 14 26„ 35.00 DESIGN MUNOH R EWUMAILY ASSOCIATES R M= O 1.37'45 300.00 8.54 4.27 108 INSTALL STREET LIGHT, 27,500 LUMENS HPSV LAMP WITH EXTENDED MAST. OS © 38°57'40 50.00 ' 34. 00 17.69 825 SONOMA AVENUE " 12 I 1 INSTALL A.C. OVERLAY (DEPTH VARIES) DRAWN SANTA ROSA , CALIF. 95404 SHEET i © T8°38 33 27.00 37.02 22 DSS 707-544-0784 -�- OF CHECKED .! RCE NOLjVJ! - DRAWING MQ DATE W- // . 1985 FILE N0171-84 (021