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1.1-6757 1-5 Record Drawings
P%A*VwG_,__,_T STING N"T-F-Ro". S T A —MON amo.0-TE S SP'7-39.01 ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND WECIfICAIIONS OF THE CITY OF BAKEOSFIELD. 7-1. ASPHALT CONCRETE, Aspholt concrete shall be 'Type A (modified) for all arteriol and collector streets and T�po 8 (modified) for local streets and shall conform to 2. THE FOLLOWNO CITY OF BAKERSFIELD STANDARDS SHALL 13E CONSIDERED PART the provisi s I Se-ctvon 39, "Asphalt Concreto," of the Stondard Specifications and these OF THESEPLANS: ton in I ST-1, ST-3. ST-4, ST-6. ST-7, ST-9. ST-10 special provisiOM ST-11. ST-13, ST-15, ST-16. ST-17, 0-14, D-16. T-1 Prior to the addition of osphalt binder, the torribined mineral aggregate for Type A 3. REFER TO INDIVIDUAL STREET SEC710N FOR PAVEMENT SECTION. (mod-Ifted) or Type B (modified) aWholt concrete -shelf conform to the requirements of Section 392.02, "Aggregote," of the Specjfl,�ations 'for 3/4* moxknum, madium groding, 4� INSTALL STANDARD S(JRVEY MONUMENT. FRAME AND COVER PER CITY OF OAWiSFIELD SID, DWG.. ST-13. Aspholt binder for T lWe A (modified) asphalt concrete sholl be AR-8000 Ascosity groded 4) TO BE INSTALLED osphalt. unless otherwise directed by the Engineer, Asphalt binder for Type 8 (modified) 0 EXIS-nNG aspholt concrete shall be AR-4000 viscosity graded asphalt,, unless oth"'Ise directed by the i equirements in the toble for Engineer The Copholt binder shal-I conform to the r INSTAU. TRAFFIC CONTROL SIGNS "Steam-Refined Paving Asphalt%,' in Section 92-1.02, "Grades," of the Standard INSTAU. STANDARD STREET NAME SIGNS PER C.O.S. STD. T-1 specificotions. INSTALL METRO SIZE STREET NAME SIGNS, PER C.O.S. STD. T-1 INSTALL STANDARD STREET UGHTS., 5800 LUMEN H.P.S.V. ON 16* ften direetet! by t_�Ie, City Em gin-eer, a POST TOP PER XTAIL HEREON. requiremamts In Se if g9regate -conforming to any of the grading -4eo-INSTALL STANDARD S7REET LIGHTS, 95M WMEN ",P.&V. wton 39-2.02, 'Aggregate'; of the Standard S�ecffiioations shall be used to surfoce intersections, topers.-',. and other aroos where thin to of asp-bolt oonorete are INSTALL STANDARD STREET UGHTS. 22.000 LUMEN H.P.S.V. yers being constructed. STREET LIGHTS SHALL, MATCH THOSE EXIS7ING IN THE \4CINITY, IN ACCORDANCE WTH DETAIL SHOWN HEREON, EXCEPT THAT 9500 WMEN. The amount of osphalt binder to be mixed -with the minerni aggregate shall be determiner by the Controctor in accordonce w1th Colifornic Test Method 367 U87mg somples of matertals 6. INSTALL TYPE W CURB AND GUTTER, PER C.O.80 STANI)ARIDS, ON ALL proposed for use in the work, The 0mount of ospholt binder shall be opproved by-the STREETS UNLESS -OTHERMSE NOTED. Engineer. 7� INSTALL 4.5* SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. At least 14 days prilor to the start of wodr., the Contractor sho'll submit the following for the engineer's re"Iew ond approvalk, 8. SEWER LATERAL LOCAMONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH -SEWER LA7ERAL. 0� A list of oggregate and asphalt sources. 9, INSTALL ADDI-nONAL # 3-1/2 PULL BOX FOR STREET UGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAWL BED A b�- Documentation verifying that the a tes to be ted to the work confo ggrega incorpora to the requirements of Section 39-2-0:Z, *Aggregate, 0 of the Standard MINIMUM OF e 11-11CK.' Specificotions and these speclai provfslons. Materiol sleve analYsis and sand 10. INSTALL HANDICAP RAMPS PER CAL7RANS 2002 REMSED DUAL UNITS I equivalent test resujt� should not be older then six (6),_ months. All other test STANDARD -PLAN RSP A88A, CASE A. results should not be, older than one (1) year. 1 ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL 13E SET Ile BELOW C. An asphalt concrete Mix design determined in o"ordance with Callforn'to Test 367. PAVEMENT GRADE. Loborotorytest remits on which the design Is based shall be submItted with the mix With the theoretical maximum density of the design mixture as 12. UNDERGROUND SERMCE ALERT SHALL BE CONTACTED AT LEAST 2'WOWING detemined by ASTM D2041. The asphalt. concrete mix sholl meet the requirements DAYS PRIOR TO CONSTRUCTION. 1---800-227-2600. of r-Se Ion 0 Aggregate, 0 of the S*tandard Speol"ricat' Ct 39-2-02# tons ond these special ProviSions, If the data submitted shows that the matenWls are I substantially the some 11 WARNING/REGULATORY SIGNS:� SIGN PANELS SHALL BE MOUNIED ON POSTS as when the design was preparedt 'the design may be up to three (3) years old. The WITH HAWKINS.M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR Developer sholl boor all costs associated with the asphalt concrete Mix design.. EQUAL. ROADSIDE SIGNS INSTALLED PPER STD. T-19 SHALL BE LOCATED WTHIN SIDEWALK 6" FROM BACK. Where new asphalt conarete pavement 'is to conform to existing Paved surfaces, the existing povement shall be saw cu,t. 14. AN OPEN STREET PERMIT -SHAU- BE 08-TAINED FROM THE ClTy OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTM A petme coot Will not be required on non Poved arecs to be surfaced prifor to the plocement STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIMSION WKEMENT, of asphalt however., all other requirem'ents of Section 39-4.01, *Subgrade," of the Standard SECURITY BASED ON AN APPROVED ENGINEEWS MWATE FOR THE WORK I -ion SPeciffcotf S shafl be mef.' PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED The orea to which point bimider has beon qpp4iled shall be closed to public traffic, Care . shall PRIOR TO ISSUANCE OF THE PERMIT. bo taken to ovoild fracking binder moterial onto the existing pnve' AGGREOATE BASE-, AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ment surface beyond the 15. hmits of construction, ROADWAYS SHALL MEET THE SPECIFICA"11ONS FOR CLASS 2 AGGREGATE BASE (CL 2 AS) CONFORMING TO SEC-nON 26 OF THE STATE STANDARD SPECIFICATIONS, Paving joints shall ractch stripe locations unless otherwise permitted by the Engineer. # LATEST EDITION# HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL OLL BE Intarsections ond topered shoulders shall be surfaced os directed by the Engineer. Additional ALLOWED1, BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AS OR osphoit cwcrete sho-11 be placed ot road connections and p6tvate drives, where shown on the CRUSHED MISCELLANEOUS BASE (CMS) COWORMING TO SEC11ON 200-2.4 OF plans and as directed by the Engineer, and hand raked,. If necessory. and comp M-ted to form THE *GREENSOOK"., smooth, tapered conniactions. AGGREGATE BASE SHALL BE FURNISHED AND PI-ACED IN ACCORDANCE NTH The field density of compacted osphalt concrete shall be deter-mined by: THE CONTRACT PLANS, THE STANDARD SPECIFICA'nONS FOR PJBUC WORKS CONSTRUC7nON AND. THESE DETAILED -SPECIFICAIIONS, AGGREGATE BASE a, A properiy callbroted nucleor asphalt testing device In the fieldo or SHAU. BE GRADED TO WITH'IN THE'CITY TOLERANCES AND COMPACTED TO 95% OF 'THE MAXIMUM DRY DENSITY IN ACGORDANCE VATH ASTM D-1557. b. ASTM D1188 when slobs or cores are t*ken for laboratory testing. Z*Inc stearate may be substituted with poraffin. 16, SUBGRADE PREPARATION4- THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT pLANS, CITy In cose of dispute, method b above shot) be used. REWREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE S41ALL BE GRADED TO WITHIN 'THE CITY TOLERANCES AND COMPACTED TO 95% OF 'THE MAXIMUM Whom the eomp*ctod th*Ickness of a layer of osphalt conctiote 418 015 foot or les% paving DRY DENSITY IN ACCORDANCE VATH ASTM D-1557. Operations sholl be conducted In such a manner that, at the en-d 'of �each work shift., the 17. DUST CONTROL Jength.of-f".pavement along the longitudinot drop,off between odpcent tones ts not greater than th, 4( wWich cort be surfaced during the following shlift of normal , P*O�Anq oper( tions. Additionol asphalt concrete shall be placed along the transverse CONTRACTOR SMALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) drop-offs on e0ch tone. Such additionol asphalt", concrete shall be hand raked and compacted FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON tO fOrm UmPorary --onforms bletore the lahes- are opened to public- traffic. Kraft paper� or SITE AT AU_ 11MES. FOR THE DURATION OF CONTRACTOWS OCCUPANCY �4"� OF 114E SITE, CONTRACTOR IS REOUIRED TO COMPLY VOTH THE other oppr'oved bowd breolker, may be placed conforms to f6ciliftote the removal of the ,confor",.wh'en Pavhag oper.ations resume,, PROMSIONS OF SAID PLAN* Where the-;�'com'poc-ted thickness of a 1a)w of aspholt concrete than 0.15 foot,, poving 18, STORM WATER POLLUTION PREVENION conducted 'in such a manner that the Ia. r R POLLUTION o f. g N 0 aft toncrete is placed CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATE on tones of -the troveled way before the tones ore -.0- to public troffic. At PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEWIWM the en4` of" oqc, h work shift,, the distonce betwoen the ends of a- 4. -of osphelt concrete on AND, SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION e shall be piceed odlaceot ja6os, shot! not bo, greoter than 10 f6et4- Additional asp_ -` OF 0ONTRACTOR"S OCCUPANCY OF THE SITE, CONTRACTOR IS REOUIRED olono t-h-e, fi�msverse drop-offs on each I he and olong � the ton it6 of drop-off between on 91. 'TO COMPLY V147H THE PROVISIONS OF SAID PLAN, odjooe6tJjn Such additionni asptw_*_I�concrete'shafl he hion-d raked and 6 pacted to form em temporarY '-donforms before the fqnss��re opened *6 Oblic traffic.;��., .1 1 .. 9.. X paper, or other opproved., 66ik�d breaker., may be oce d- under the conforms to focilit te the removal of the 0onformis when pavi 9 operat ft-, womw a w- -00, Asphalt coricrote shall be compiocted to a minlimum 92 t of th PANAMA pereen o,: mioxknum theoreticol tt6mrj L._j ldentltY -40iidkeftined bY ASTM D2041�, I "',-.ploce V 4s�sity sholl be dotermined In accordonce with Galifoi-�ia Test _375." t co n- is. less than,92 oercent., or-,. 7eater C, e 'Tft If the in-Wq den o' y of any lot of osphol crete.1 29 28 27 126 thon -94 p, VO-wt of the moximum theoret1cal deffod the aon"ict*r: villi be:- adyfs6d thot'th-e required 4w.;Wve 00irnpac tion 'is n o't being attafned'7and that the Onatentals'. or procedures or I C HEN ROAD W qu �T both, ff n4d-ed� need adjustment,,, Asphalt concrete-,' spreading operiation,� -all np.t continue until the Contractor has notified the' City Enq�noer�_�ofthe adJustme�1'- thot *11" be mad' e in ordor to meet the required cornp.action.,. if 'ony successive . ..... 76 test after notice 'it 9 1 vo'n' does not meet the specified ran(ja.. the osphalt -conceete 34 WKEE represented- by that lot shall be, removod on d reploc with materiol thot meets the In-place od 33 density ro ements, FT if tHe to, Its for any lot of asphalt concrite iodicatik that 'the relative com t ;ma ton is 119 F either her -loss than 90% or more th an 96X the" #phalt, concrete represented by that f ot 3 removed ond replaced �v!W' shall be moteridt thct��"_._'does meet t h - 66 in-place density 4 uj 2 fww requiramtmt. The corrective work be at the Govelop-er s so. iw ROAD The Contractor should be aware of existing sewer and sttlwm drain manhotos within the ro-adway. 9 Z If the finitshed surfo?,--e, of the losphalt conicrote does not, meef the speolfied surfoce 8 r 10 12 tolerances, It sholl be br'Ought wit�'In toleronce by 'elither- Y�abr"w-qdndimg with- 6Y HOUGHTON ,equipment utilizing diamond blades' (2) removal and replocement., or (3) plocwnent of an lasph'alt Concrete ovarloy.'The method will be selected by Wt., Engineer. The corrective work 0. W. I., sholl be at'the De�efoper's expens V"CINI TY M A P If abrosive grinding is used to brin§., the finished surfece -to *pecifled surface tolerances. , e 'N T. S. odditional 9eindirig 1---iihaff be performed., as nect*sor*, to enlarg - ' Iongitudinol limitt, of ding are qt a con�j4��jt 0 the -grinding area so that- the grm ffset fr6m*4and ore paroftel to,, the n lone line or Povement edge, and the tronsy"e Ikn4ts of, grimding are normal to the pavement centerline. Alt ground ar4s shall be naoi rectonvior area$ of uniform surfoce appearance. Abrosive. grinding shall--�tonform to the, requiremen ts in, the first paragraph and f the lost four par"raphs of Sectlori� 2.2..021, '*CQ48truotlo'n �'o the Stondard Specifications. ed asphalt surf A fog sed coot shall be applied to all- finish aces of the Developees expense. The foo seat coot sholl be i6ither rejuvenating agent or asphaltic emulsion as directed by the Engineer. LR Q I IqT 09w KAATPPIAI <� 1A /-I , 4F'11 era 4 wl J ......... 1--p— - - - — —, '__,-,__-- - , — - - - - 24 23 22 21 20 19 18 17 16 E..3 KERN COUNTY ITR T R. F; F; T r�ONS 41 ------ 'Owi@,Wlliots"�-9-OW$il(�.,iFNio'gi�iR 100 -Wolowwow ww" ON A (A -0 L------ ECR END 0JR0 KAM PRC POINT OF REMUM CtiRVATURE 8C BEGN CURVE PCC POINT OF COMPOUND CURVATURE EC 00 CWVE TC TOP OFCURD PIVC POINT or INT"C71001 TP TOP OF PAVEMENT MAINE AVENUE OF VERTICAL CURVE -F-C -FIMSH- WNOWW -08 ORAW WEAK R/W RMT-OF-WAY SAMUEL. -STREET L FIJR" & INSTALL SURVEY MONW&I'T PER CO.& STD. S-29, STA* 1�0+00*00 STA. TO 22+50#00) EASTW SMWY MONUMENT MAINE -AVENUE FMMSH & INSTAU. STREET SIGN PER C.O.B. SM. S-40. ST .23+00*00 TO STA, 26+16*40) RJRNW & INSTALL ME7110 STREET SIGN PM C. -AMUEL SON. STREET ROM & INSTALL STREET UGHT-5800 LUMfN PER C.O.B. SID. ST-14� STA. 22+50.00 TO STA. '7r%-A., 7A. 49) FURN194 & 14STALL STREET UGHT-220M LOWEN PER C.O.D. STD. ST-14. ix w RJR1419i & INSTALL STREET UGtiT-9500 UAJEN C.0.1B. STD. $T_14, RI-1 FUIRSH & INSTALL TWFIC- SOS PER C.O.8, S7D, T-19*- ORI-1 10 STop V--tw - STOP AHEAD "R6-1* ONE WAY *S5-2* - EW SMOOL ZONE '*R5-1* DO 140T ENWX *S4-r - WEN CMLMM ARE PRESENT 0 W , sc !�6LCA)* - NO PAWING *S*3 , Im *113�-W - Wff TIAN ONLY *R2-1" - -SPEU WIT 20 *R4- 7* - KEEP 16GHT *Ftffl(CA)* 99q IM *W31(CAr mD vow--3 man *M4-1* - MM END *WI4-2" - No OUTLET SIGN NUMBM ARE FEDERAL CODES awl-4* - DWM ARROW UKESS 07H8r*% 00"1ED 8Y V-6' - S*1GLE ARROW (C-A). (CA) WDICATES CAUFORMA *ffl-1* - CURVE ARROW CODES. *W3-3* - SIMAL AWAD STORM DRAIN - REFER TO SE" & STORM DRAIN PLANS 0 STORM DRAW MANHOLE - WTER TO SEW & STORM DRAW PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN R-M& SM - RM TO SEWER & STORM DRAW PLANS 00 MANWLE - RE-FER SEWER & STORM DRAIN KANS. 0 SEWER CLEANWT - WR TO SEWER STORM DRAIN PLmS. TRACT 80LINDARY PROPM. SAWCUT WIT LINE . . . . . . ..... FLNNSH & INSI'AU TRA" S"k CML#T FUMM INS-TALL IINGA 00NDL4T FURNSH INSTALL IWERCONNECT CONDUIT RM-ro & 01�2TJ�VQE BOX FOR INIERCONNECT too 'W__ - 0. 3 =NO. 5 SZE TR6--NO. 6 SIZE CURVE NUMM- F CMW OESCMPIM U/ 11W OF WORK - SEE W0ULE DESM SECTM LETU 2 *W SECM 1S WSW T L W 01 MrA YJ k*j TA - j At A UNIT I SHALL HE CONSTRUCTED INIIIALLY WTH REMAINING UNITS CONSTRUCTED SUBSEQUENT TO UNIT 1. WNCH MARK DISK STAMPED - 0 1157 RESET 1969 AT OLD RIVER, AT THE JUNC110N OF STATE HiaHwAy jig AND OLD RWER ROAD* IN THE TOP OF THE, EAST END OF TW NORTf4 Co�ICRETE HEAD WALL OF TRIPLE CONCRETE 80X CULVERT 8 11-44 OVER S-nNE CANAL, 19 1/2 FEET NORTH OF 1W. CENTER UNE OF THE HR".AY, .5-0 F'EEI� WST OF T14E EXTENDED CENTM, LWE OF' OLD f"VER ROAD LEADING SOUTH. 64 FEET EAST OF THE CENTM UNE OF OLD FOVER ROAD LEAMG NORTH, AND ABOUT LEVEL WITH TRE HIGHWAY. ELEVATION -- 343-30 (U.S.G.S. DATUM NAVD 88) THE REARING OF N89104%33rw, FOR THE SWTHUNE OF THE -SOUTHWEST 1/4 OF SECTION 34, T-30 S, R-27 E. M.D.M. AS SHOWN ON FILED MAP NO, 71 8K. v6i, PG. 27, WAS USM AS THE BASIS OF BEARINGS HMEON. REVISION cf7 APPROVED BY: ROGER A. McINTOSH' DATE R.C.E. 33322 EXP. 06/30/08 RE)ASION 1#1 APPROVED BY: AXA MA I N SHAW d.E. IV DATE R.-C.E. 32178 EXP. 12/31/08 CAL N * D" E X 00* " F !-3- H E E C4 COVE- R, SHEET A. OXFORD HILLS DRIVE 0 MAINE AVENUE (STA,*_':.10+00._00 TO STA, 23+00,00 44v SAMUEL. -STREET L UJ STA* 1�0+00*00 STA. TO 22+50#00) 5* MAINE -AVENUE ST .23+00*00 TO STA, 26+16*40) -AMUEL SON. STREET STA. 22+50.00 TO STA. '7r%-A., 7A. 49) X ft AIL A 4mr7ll LOY, I X 15. McKEE - �ROAD (STA4 - 10+00*00 TO STA. 23+00*00) 1-6* MCKEE - ROAD (STA*-, 10+00* 00 TO STA. 23+00,W00 MOU NTA I -RIDGE DRIVE (STA*, 2-3+1,86,13-4 TO STA* 8)* ASHE ROAD AND MOUNTAIN RIDGE DRIVE STRIP. �ING PLANS: 19* McKEE ROAD S WING PLANS EM EN "Ot APPROVED BY: ROGER A. WINTOSH R.C.'E. 33322 DATE EXP. 6-30-08 APPROVED Y. RAUL M. ROJAS PUBLiC WORKS� DIRECTOR DATE R.G.E. 39880 EXP. 12-31-07 REMEWED BY: 400� A SSISTANT PUBLIC WORKS DIRECTOR REMEWED BY: AFFIC ENGINEER "INW01 Kohl 3 5V i-wl se MOM T" En W1 LXJ if UJ LJ 71, - (10 co `7553z W kxj w LU cR t_ .014 N-1 #uUf 0 x #U two Vw- > 0 #U I I < `7 .47 C4 A. 0 ? < _J j L UJ ix w T" En W1 LXJ if UJ LJ 71, - (10 co `7553z W kxj w LU cR t_ .014 N-1 #uUf 0 x #U two Vw- > 0 #U I I < `7 .47 SELMA STREET II I SEE SHEET 9 TANGENT I I 30 C) I 20' 20 Lj ++ co co 20.00" 31.42' ++ 0000 I p COASTAL LANE V LL: Lz r T_ IV- CN CN C> U-1 a 1_: lr-* 14-10- C6 Of co 22'25'35" QO 8 A_.Ool oo + W Of co 4 cn z: m co z: V) W R/W I SEE SHEET 11 . 5 uj :mw V c%4 04 00 F- cn . < INTERSECTION N88* 09'1 4"W RAD. 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STA. 21+61.45 C.L., 100.40LT.= STA. 22+66.15 F.L. C% P.R.C. 6 STA. 21+64.09 C.L., 87.05LT.= STA. 22+52.45 F.L. � DRIVEWAY L STA. 22+38.02 F.L. I STA. 22+19.57 F.L. DR/ VEW 4,( I I STA. , 22+01-�12F� F.L. N S .• / Ilk vowow s s S_ -S s s i - - - - - - - I I - - -. - - - I - 4- R W 7 D Dl * 19+00 12+00 321.64' 13+00--- S8902147*E- D D ---548.12 D S89*02'47"E 20+00 271.691 21+00 ST 1; Aw 14+00 15+00 �6+0 18" DRAIN -p 17+00 18+00 ul_c�l' Z-0- 0 2 S �9 �� A 11111077 6) 3 3 �' 'f'S .� _j _j _j _j _j __j _j LL R/W 2 LL LZ R/W -;K ...... 2 _j i LL LL: L_ 7-j.. 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I taro • L � I- SELMA STREET ile) po + + C) C) I LENGTH TANGENT I I z 0 R/W I C-4 C-4 LL w I + + V) n pe) --J En Lj ++ co co 20.00" 31.42' ++ 0000 I p COASTAL LANE CD C) M+ C+n U U) r r C> ui im 00 + + ++ C) C> SEE SHEET 9 22'25'35" Lo Lo c: C:) 8 A_.Ool 21 CD + Ir- _ 1 134'51'11" + Ic- 22 co z: m C-1 < . I SEE SHEET 11 . 5 uj :mw c%4 04 00 F- cn . < 2 30) 30' u ..: cn ir cr- a- C/) _j LL_ W_ -1 of � cn CD rv%* . M a- ca II O II Lo RANGLEY COURT n n po C) Z F': C14 _j I _j I _j C) SEE SHEET 13 C) CD a " 4 U� N11 I T C> Lo ,4- 1 a CD 44- 0 (n C3 mot- CD 1 4 n C) u- < 30' j- 30 C) co C3 >< 0 >: 0 v C5 :1 20' 20' 0 _j >; • 1 i Z 4 uj 5 . . m w I _j _j __j _j i _j -A Q LL: Uj C-) U- C3 LZ uj m LoLo I I-"- >_ (3 lc u� LL: :z En C" a, _j 1q. IR coo V) M .0,4- 00 00 U- VV- I co co n rol L.L: UD U-) U-) U-) u u, U-) Lo Lo U-) U-) 0 co C) W) U-) U-) U-) co co M V. V_ . < r__ C) 114- < < m cy) m + + pry Coco m m 66 >- u-i r- U to to U CD < co r- .4-1 < co co u') CD co m co 1 4 __j ++ ++ 20 30 :5-- + =3 + + 48 3�: 1 3: + + (n V-1r- I u-s 29 c6 44 45 (61 3:+ +1 3:+ + + + + + 13 r- n cn + + + + +1 + + 46 > 4-47u c6 49 C) -j W L-L-An I LU w ui W_ Lli t1i to re) 0 co co (b co Lj oo 00 U-) co 0') O-)l U3 Lo Lo LIJ Lo UJ v- V-- < LJLJ < :2 Wro C) fr • < Mw cr_ of of cl� of co a < m C) u w a-:,,, m v) 3 < < C) ce * w a- 1— 0 Lu F_ 1— 0 u-i n m M m c) W V) C-0 En w:;w rl =3 En V) z- R/W co 2 C-:)j cn cf) c-->' cn R/W (31 U-) V) cn 2 U) ej V) u) C-34i V) cc� cn (n co R/W C--->j co cn c- j c n ool 4770 � - - I',, tu ` - - -t- ....... 3 1 3 00'4� '%\ A.,�) 7777f r!;4 18" D I u lm �a I Lim L 2 2 18" DRAIN szo SEWE 1 (7� -u-)l V-) CD 8" SEWER 1 II CD Lo FARMINGTON WAY II U-) SEE SHEET 12 L 20' 20' 11 cs u') to 30 -1 301 son 5 50 • j "I'd- j b LZ 4 b- LL_ Lo ILO U) CO >- ui m Coco w C/) V) + + + + 0 C) I° uj CD V) m d C> 00 t-- -q- z En En 0-) v) L C6 1 (3) 1 E.C. STA. 21+61.45 C.L., 100.40LT.= STA. 22+66.15 F.L. C% P.R.C. 6 STA. 21+64.09 C.L., 87.05LT.= STA. 22+52.45 F.L. � DRIVEWAY L STA. 22+38.02 F.L. I STA. 22+19.57 F.L. DR/ VEW 4,( I I STA. , 22+01-�12F� F.L. N S .• / Ilk vowow s s S_ -S s s i - - - - - - - I I - - -. - - - I - 4- R W 7 D Dl * 19+00 12+00 321.64' 13+00--- S8902147*E- D D ---548.12 D S89*02'47"E 20+00 271.691 21+00 ST 1; Aw 14+00 15+00 �6+0 18" DRAIN -p 17+00 18+00 ul_c�l' Z-0- 0 2 S �9 �� A 11111077 6) 3 3 �' 'f'S .� _j _j _j _j _j __j _j LL R/W 2 LL LZ R/W -;K ...... 2 _j i LL LL: L_ 7-j.. F LL __� - b z cs t u- ui- Fl, I r 11 LL cl� L 11 LL: Lj-: r- LL: r- vo Lo 1%4- r- .q- t__ r-, r__ r- r-- - U-) I >- C6 Lo r-- Lo f'o 1 >- ri < U-) < m C) < Lo a-) < C3 C6 CD C) c) < C> mdq < r-, . + + + + + + CD + m + to + -) + �> ';d- �> U-) + CD CD co M �> cn + or) ui Lo C3 4 Ld ui Nt Ld ui + co U-5 5 + r- + mot- U-) 04 CN CN CN CD do EE '00 r cq Of of 0 co ry Fr __ Of CD 5) pe) _j ca cl m < < >. + C14 U") m L u 42 + r- C5 co 8 >_ + �> _ =:) + 23 3: Lo 24 _jQ c:) '0'4-25 26 (o 27 28 c' `6 r'l <c I c-1 10 uj r -j 43 0 + 4 U* < I— < < F- < < F- __j 5- 1 _j _j >: Ej i co (n LL_ co 00 z: F_ < _j 10 �e • 6 - C3 c-ol co C=oj U) U) F-- C--, c-->Jl V) C3 L.L: C3 Ll: (3 LZ W U- F_ V) >< < [-- (31 co f-- F- cn � 2 9 >_ ( :)j m cf) cn C) Lo 9 C(--T, o w cn cf) U) cn C/) Q W,-u w 1.0- .;F 30"1 o:: .14- 'd- =3 cn Lo Lo Li < m u Lo U- 11 _j __j roi pri � ... I taro • L � I- SELMA STREET ile) po + + C) C) I LENGTH TANGENT I I z 0 d d -q- Q I C-4 C-4 LL w I + + V) n pe) --J En I I o =3 0 m ++ co co 20.00" 31.42' ++ 0000 I p COASTAL LANE CD C) M+ C+n U UJ cn C3) V) + + u) 54.981 35.00" 90900100" ++ C)C) 35.00 ++ C) C> SEE SHEET 9 22'25'35" 5 8 A_.Ool 197.70' 202. 1 134'51'11" UJI co ui . V_ T_ SEE SHEET 11 . V_ uj :mw c%4 04 (i QQ 0 QQ 5; u ..: 0 ir cr- a- _j LL_ W_ . . ck� . M a- ca 2% cr i i .27o F- F- ui V) " C) + + X -c� -ci �- �- 0 M 77-in en 5 cn v) 0 C3 . < < F_ �_ C=�i -ce I.- �- 0 w cn (n z: f"A ;2s< I.- o- cn cn w cn V) ir Po 6 C-->j cn cn m cn cn w cn v) m v) cn Fu_j LJ Z as c.4 U) En 356 352 348 344 340 356 352 348 344 340 t�xr HL) I-11 I v SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 32.04" 20.631 91'47'05" 2 20.00" 31.42' 20.00' 90900200" 3 35.002 54.981 35.00" 90900100" 4 35.00 13.70 6 22'25'35" 5 8 A_.Ool 197.70' 202. 1 134'51'11" cn 0 CF) < o Z co 0 LL- < Ld Ld 00 Cc) I r 0 (Cc) o u) (N ry Lli O 0 0 o 6 Z 0 0 In w m m 0 Z w 3c: 0 < W w X_ c 0 356 bi "cl 352 C), Z x W P 348 344 340 =_ C) -flo C:) T ui Co uj c6 c6 C) Lo po L0 po i. 6 t6 co LLJ L6 i LLJ LLJ -4- L Lli LLJ LLJ __j LLJ I LLJ LLJ LLI LLJ L.LJ LLJ LLJ f 11 1 1 f I L6 > I _j L0 t _j LLI LZ n po LL: U- U- U_ LU > Lo W in Lo Lo Lo r__ L0 >: U- m C5 117 j co cm C4 I - I _11-L. - n Ll + >: z • -J 4- + c + + + + cq i ....... . . .... . t U-1 V) a) C) z: Lu C) C" LZ I co I C-4 04 CN c" CN • __j ui + m 1" 0 Ck� E uj V) GROUN 0 CENIFRUNE t t-7 • I L) W m ui U) c W 1�_ U) m cn c I LAJ cr t d CL V) TI_ c Q 0 Lu 4- T F- S ew MENNEN= S =_ =0. 57o 7 _T_ I S::; Z2...25% S=o.2d% All 0) Lr rc Lo Lo Lo Lo if, C> I I Lo (D ED SOUTH PR OSEE My ui -.4 ui PR POSED SOU TH SS o >> FI J Lei w w w uj w _j UJ LJ Uj < 3 t -4, vo 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 R/W L 30' LEGEND: LEGEND. (CONT. LEGEND,* CONT. CONSTRUC TION NOTES: NO S. ABBREVIATIONS Rl -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE q CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "Rl-l" STOP "Wl-ln - CURVE ARROW ) STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" KEEP RIGHT »W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVA11ON EVC END VERTICAL CURVE R6-1" - ONE WAY W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN P1 POINT OF INTERSECTION *R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD CONSTRUCT HANDICAP RAMP, PER CALTRANS 2002 REVISED DUAL ' ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)s - NO PARKING `W14-l" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT S STANDARD PLAN RSP A88A CASE A. 0.40 AGGREGATE BASE OVER 0.801 COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3-5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET R TR O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T3 T 5 6 EC END CURVE TC TOP OF CURB DR81(CA)" - BIKE LANE "W1- l* - DUBLE ARROW FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. PER C.O.B. STD. ST-9. PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT R7-9" - NO PARKING/BIKE LANE W1-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SAWCUT EXIST. E.P. 11 BACK OR AS DIRECTED BY THE CITY OF VERTICAL CURVE FC FINISH CONCRETE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CURVE 'NUMBER FOR CURVE DESCRIPTION 5 ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD PAVEMENT TO BE 0.45' TYPE "B'p A.C. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY EXISTING STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION OVER 0.402 AGGREGATE BASE OVER 1.65' COMPACTED <> CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH & INSTALL SURVEY MONUMENT PER C♦O.B. STD. ST-13♦ COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST-9. 0 STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK -SEE SCHEDULE It ��� EXISTING SURVEY MONUMENT I-I DRIVEWAY W/31 WINGS GUTTER LIP TO A DEPTH OF 12 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B"' CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH I PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS Fm BIKE LANE MARKINGS PER CAL-TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. CONSTRUCTION OF ADJACENT UNIT. _C>_ FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL-TRANS TYPE IV ARROW PAINT 12"' LIMIT LIN.E USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "'A"' WITH 3.5" OPENINGS ED FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-1 4. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. TRACT BOUNDARY *STOP" MARKING PER CAL-TRANS STANDARDS INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. -4 SECTION DESIGNATION: ���� "AHEADw MARKING PER CAL-TRANS STANDARDS A73C WITH W 31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION LETTER UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL SAME AS SHOWN IN THE APPROVED PLANS. SHOULD L no No 9 CONSTRUCT 18" BOTTOM WIDTH DRIVEWAY W/3" WINGS CONDITIONS BE CHANGED, A REVISED STRIPING PLAN 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST-4. SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 356 352 348 344 340 30 I 59 0 Z 45 20' I 20' 51 9 z Lu R/W z z 0 > _j 0 UJI 59 U5 �j J 0 x 5; 0 _j LL_ LLI z ca 2% i i .27o 27o- 2% 4.5" SIDEWALK _j L ' 0.20" A.C. PAVING *R* VALUE ,a 56.9 0.40" AGG. BASE T.1. = 4.5 CURB AND GUTTER CURB AND GUTTER L- 0.50' COMPACTED O.G. TO 4.5" SIDEWALK 95% RELATIVE DENSITY. TYPICAL INTERIOR STREET SECTION rA SCALE 1 " =10' HORIZ. 1 It =5' VERT. klv rf-s >_ m I 0 Z 45 CL 9 Lu R/W ju z 0 > 0 UJI 59 U5 �j J x 5; UJI LLI z ca 0 um X 0 7- LJ Lti fr_ LLJ Cn LLj cr C-0 C) L,J CD Qo Awl— cn V_ 0 N 0 0 w 0 0 0 w W I co LL 0 0 Z 45 CL 9 Lu R/W ju z 0 > UJI 59 �j J x UJI z ca 0 um X 0 Awl— cn V_ 0 N 0 0 w 0 0 0 w W I co LL 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA _ I 1 20.00' 1 31. 2' 20.00' 90000,00" 110 �_ . .-i 11 C) C) �_: ro FREEPORT WAY q i . C) C:) r--� co SEE SHEET 12 " q "d: .4- I kL, N:, _m3l LIUBW 1 1 --a I - - - mpwmwwo� ams� - I 30, I-,,- 300 1 -1 - I I - # T ( i --j - 3LL:o CD C) z: CD 0 . . m V) C> co W) " 114- 50 po �>ol - Lu _! - � >: L--uj f _j ,.),I.,- w . _j U- - I . I . L.L --i u� - I I . I LL i . c> q I LL - I I . - I _j LL: LL - I I . I I.* I __j u: - I I . I LL __j u� I - I .1 __j LZ I I _j I ., - I I - I _j L.L: . U- I I I _j LL I _j __j . I I LL - I I . __j L.L _j LL I . . 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CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTiON ErCR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F. 0. C. FACE OF CURB R/W RIGHT-OF-WAY * FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. � ,,�.,_i _11.0' EXIS11NG SURVEY MONUMENT ,"I'll --4- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. __�_ -C)- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST-1 4. --ED�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST-1 4. 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I I 11 1, .0 I I I 11 I i � i 1. li I � I I I i i . i 11 I i I I I � I I I I i I � I ! 11 ! I r i . � � r� i I I I I I 11 v I i I i I I i i ? I I i f i i I � I I I ! 11 I - 11 i ,; i i I � c i I i � i A I I I I . i I I , ____�________ _4_______ _A______ I L +- ' , 1 ___4______-__�-__ --- . I I , L-----_--4-- � ____+-----+ t I , i i I 1. ,-----,r-.t -4 I It- I I I I I I I I _ 1 - , _-_._I ----- ___----4---------4- "__"___I___ n ,I I L � '____,__4_'_,___. - -L . ,-- i�, - --I - - �� �-. i ---, ____�____-____4_______4_- ---I----__, .11. __ -,--_4.-_-,_,, - -----4-----.�-----.-.�------�------.---4---�--_I,----.----A--- I . .___--4----+----- ___,____t___. � ___ 4-__ --�---------,+�--�-----,-----ii-,--,---�-----l-l-�-----,�-11,---,�---.--------�---,-.----- , _-_-__f__-___---__f____4. _____ . 340 _.. . ____,,4___--4- - - - - 10+00 - - & LEG ND9 1 ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTiON ErCR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F. 0. C. FACE OF CURB R/W RIGHT-OF-WAY * FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. � ,,�.,_i _11.0' EXIS11NG SURVEY MONUMENT ,"I'll --4- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. __�_ -C)- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST-1 4. --ED�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST-1 4. I SEC11ON DESIGNATION: SEC'noN IfTu iL� � � m am � � 2 SHEET WHERE SEC11ON IS SHOWN 11+00 12+00 13+00 14+00 15+00 16+00 � 17+00 18+00 19+00 I I I 2u+U U 21+00 22+00 LEGEND: (CONTJ . /I LEGEND.* (CONT.) . !I . CONSTRUCTION NOTES: NO Rl-1 FURNISH & INSTAH TRAFFIC SIGNS PER C.O.B. STD. T-19-. PROPOSED SAWCUT LIMIT LINE ( ) CONSTRUCT TYPE "B"' CURB & GUTTER PER C.O.B. STD. ST-1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND 0 "Rl-l" - STOP "Wl-l" - CURVE ARROW co co z 0 m 04 ui STORM DRAIN PLANS FOR DETAILS. 10 29W3jr "R4-7" - KEEP RIGHT (CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - . "R6-1 " - ONE WAY "W3-Y - SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3_1 Fn FURNISH & INSTALL IRRIGATION CONDUIT UJI > CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL r PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER IR 0 DR26(CA)m - NO PARKING `W144' - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT 3 UNITS STANDARD PLAN RSP A88A CASE A. - L 0.40' AGGREGATE BASE OVER 0.80' COMPACTED (D "R3-5R" - RIGHT TURN ONLY "W14-20 - NO OUTLET wR81(CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW T12 3 T 5 TRfi -FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ( ) CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. co t= O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. I (D V-9" - NO PARKING/BIKE LANE mWl-6w - SINGLE ARROW 0 TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE VE DESCRIPTION ( ) SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "'B" A.C. __ D , _ SEWER & STORM DRAIN PLANS I 0 R DESCRIPTION V� ENGINEER/DESIGN ENGINEER. PER C.O.B. STD. ST-7. t%w co OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY __ll_____ _______:, �,k_---------- EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS V) m ( ) CONSTRUCT 12' WIDE CROSS GUTTER TO 90% OF MAX. TO 12" BEYOND II_ PER C.O.B. STD. ST-9. (D) DRAIN PLANS (D I— (D It GUTTER LIP TO A DEPTH OF 12 w F� V_ * 0 . I . 4. VEMENT TO BE 0.20' TYPE JPIBJ12 . CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/39 WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) (D INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED A.C. OVER 0.402 AGGREGATE; BASE OVER 0.50' . COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . S STORM DRAIN PLANS 11 li ==> BIKE LANE MARKINGS PER CAL-TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. ----- - --------- S --------- EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS . -::c -:R:: DJACENT UNIT. A!k %W SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Ir =..14 CAL-TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE ( ) PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. . STANDARD SPECIFICATION 8010-21C-19. 0 R TO SEWER & STORM DRAIN PLANS. �� a m I �� m m �� 0 m �� I gop "STOP" MARKING PER CAL-TRANS STANDARDS 9 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. AHEAD "AHEAD" MARKING PER CAL-TRANS STANDARDS A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE � � UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. I I : PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE mr&,--4> 5j- M=t> ,::25�_6 , EXISTING STRIPING AND MARKINGS, TYPICAL SAME AS SHOWN IN THE APPROVED PLANS. SHOULD � 9 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/S WINGS CONDITIONS BE CHANGED, A REVISED STRIPING PLAN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST-4. WITH (T) SHALL BE STRIPING TAPE (SSP) OR SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 1 0 ALL PERMANENT STRIPING & PAVEMENT MARKINGS DAYS PRIOR TO PAVING. WATERBOURNE PAINT. ALL OTHER STRIPING AND TO BE THERMOPLASTIC. PAINT PER CALTRANS STANDAR . D SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICA11ON 8010-21C-19, UNLESS OTHERWISE INDICATED. - ___ 23+ U O 356 352 - - � 348 344 340 356 j52 Ir �'f 1I 344 34O Q-) m n po �_ 0) af < -.4- :D - T_ . 0 7' co 0 cr 14- 0 z LJL- I < -1 < 14- uj (-) V) Ld . 00 m - 3:: in ,� I T- V_ w w 0 E U. D o (n %.----' N Of w y < m I I I __l po I ci I lo� co , b . 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I � , - 1 41 1 .- I I I - . , �Ef r, E " .., .. .'m 1 N I ,(N ' ' I I I I . . , ki I R'.k D R ,l � . �l ,,,,�.,.�,-�,,-�,,'-'O--�-,,"il�'-,,,�--� -'l,..l%*-l..G1*"w* - - Tj'��,,_-- ���,�!�i,�.-�,��*�.,,,�"','�-,�-".,�.,----,-.-,-w,��i,�,�,,-��01-W� , --1 , I ., - 1. "o"," I I 4-11 ILI I m 9! 0 UL .1 ....� 'ill',', ( _/ &D ,,.11iii�� � "0'4 7 - I k � \�i 1�-� , �, , FREEPORT WAY SEE SHEET 12 32 low 33 49 -gy �m 356 3,152 348 344 340 UN T SAMUELSON STREET (STA. 10+00.00 TO STA. 22+50.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE CURVE RADIUS 1 LENGTH 1 TANGENT DELTA 1 1 20.00 I 31.421 # 20.00 9 90000,00 1p CD CD -.4- 00 "l co C5 D DC) D CD VN En cn C) C) 6 L0 c*4 V) kfor# 356 352 348 344 340 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 r PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE '213" CURB & GUTTER PER C.O.B. STD. ST-1. "Rl-l" - STOP "W141 - CURVE ARROW ITEM OF WORK - SEE SCHEDULE (10 "R4-7" - KEEP RIGHT "W31(CA)m - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT T CONSTRUCT 4.5" COMBINATION SIDEWALK PER C.O.B. STD ST-3. "R6 -1 "- ONE WAY R5-1" - DO NOT ENTER "W3-3" - SIGNAL AHEAD "W3-1" - STOP AHEAD R FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26(CA)" - NO PARKING nW14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. "R3-5R" -RIGHT TURN ONLY "W14 -2" - NO OUTLET SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. "R81 (CA)" - BIKE LANE »W1 -7" DOUBLE ARROW 3 T 5 Tu FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT r R7-9" - NO PARKING/BIKE LANE WI-6 SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE An AHEFO%Lf "AHEAD" MARKING PER CAL-TRANS STANDARDS UNIT BOUNDARY J SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY qTnRm nRAIN - REFER TO I-qFWFR Ar STORM DRAIN PLANS ENGINEER /DESIGN ENGINEER Lo t i, 5 »._.+' .._.:. <.�......,».. ^.�,r.._...�. �.'�'.' ,.»�.». i "".""`"."".�._., )6 i � � A � Lo �1.. . co 4., CD C4 14 C) r- E . j�r�;Z_ Ito i co c" 00 { M >: Lid L.Li co _4 Of LIJ LJ LJ 00 d- Lu I i Lo Lj LLI T r_1 c� >: T_ ILLJ L J >: I Bill C" r_ 0* LL: CD Z >: ui LL_ LLj v5i V) 4 ui t C> LLj Lu LIJ I C> C) L u_ Li C6 LA- C:5 i Looc) LAJ LA: uj C) Lo + LL: z: c) _j . i >: ui i Lo Co co + -eg� C) LIJ LIJ C> m C-) 00 • + u_ En C:) --i i - Q 4 c*4 CN + C) + C) c> + PPROXIM/ TE EXIS G -4- (3 < u ui F_ cn cd v) U)MM ...... cr_ C3 m 1 c> 4;_ �E%% OUND CENTER NE . . . . . . . . . . . . . uj LIJ cn En En T -4- S=1.02 S= -0.515 S=O.A • S=O. {; � S=O.2 � i i i r } I G ' ? ii S=016% 3 _ f woo � S= 4-0-51% J3 � PR POSED D NbRTH PRZFL -25D W- wow-- C) it PRCPOSED SOUTH 51o' co co 00 t'f) f4e 7 NE C> CD Ty FLO NLINE U-TH- V• co co 1 00 FL NE -- - ---- ------ PR C POSED NpkTH' I f >: >: PR FL P >: U4 >: >: FL NE k UJ W UJ _j W L Ai UJ uj T" Ul UJ Li Lq --I- I I i I UJ 4__ __+ I t t y j T -4- UJ _j u uj - ...+ -<• .. -. _ It cq t ) � � S 7� 9 � � may. � t � � � f gp �. � ![ ? i; F' � � Y t � 5 i11Y' ! t! L {. ( b3# f $ # { � � � kfor# 356 352 348 344 340 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 r PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE '213" CURB & GUTTER PER C.O.B. STD. ST-1. "Rl-l" - STOP "W141 - CURVE ARROW ITEM OF WORK - SEE SCHEDULE (10 "R4-7" - KEEP RIGHT "W31(CA)m - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5" COMBINATION SIDEWALK PER C.O.B. STD ST-3. "R6 -1 "- ONE WAY R5-1" - DO NOT ENTER "W3-3" - SIGNAL AHEAD "W3-1" - STOP AHEAD R FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26(CA)" - NO PARKING nW14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. "R3-5R" -RIGHT TURN ONLY "W14 -2" - NO OUTLET SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. "R81 (CA)" - BIKE LANE »W1 -7" DOUBLE ARROW 3 T 5 Tu FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT r R7-9" - NO PARKING/BIKE LANE WI-6 SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE An AHEFO%Lf "AHEAD" MARKING PER CAL-TRANS STANDARDS UNIT BOUNDARY J SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY qTnRm nRAIN - REFER TO I-qFWFR Ar STORM DRAIN PLANS ENGINEER /DESIGN ENGINEER Lo t i, 5 »._.+' .._.:. <.�......,».. ^.�,r.._...�. �.'�'.' ,.»�.». i "".""`"."".�._., S ....,.'�^ i � � A � Lo �1.. . co CD C4 14 C) r- . j�r�;Z_ i >: Lid L.Li co Of LJ LJ r_1 T_ >: ui L J >: I Bill C" r_ 0* V) 4 ui t C> CD LIJ I C> C) L u_ uj uj C) Lo + LL: z: c) wo I . i >: ui i Lo Co co + LIJ LIJ + C) m (3 < u o-- APPROXIMATE EXISTING i2s GRO�ND 0 CE'NTERLINEJ cd v) cr_ C3 m 1 4;_ (n uj En T -4- 5% • <*O.2 % S=016% f S= 4-0-51% s -25D wow-- C) it PRCPOSED SOUTH 51o' 7 C> CD Ty FLO NLINE U-TH- V• co co 1 00 FL NE Fz f PR FL POSED S UTH NE >: U4 >: >: k T" Ul UJ Li Lq --I- I I i I UJ 4__ __+ I t t y j UJ _j u uj It t may. ? In 0 LEGEND. ABBREVIATIONS F. L. FLOWLINE POVC POINT ON VERTICAL CURVE C. L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB Pi VC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -�D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST-14. -<E>- FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. SECTION DESIGNATION: SECTION LETTER L 2 SHEET WHERE SECTION IS SHOWN 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 - 19+00 LEGEND: (CONT,) LEGEND. I (CONT.) CONSTRUCTION NOTES. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE '213" CURB & GUTTER PER C.O.B. STD. ST-1. "Rl-l" - STOP "W141 - CURVE ARROW ITEM OF WORK - SEE SCHEDULE (10 "R4-7" - KEEP RIGHT "W31(CA)m - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5" COMBINATION SIDEWALK PER C.O.B. STD ST-3. "R6 -1 "- ONE WAY R5-1" - DO NOT ENTER "W3-3" - SIGNAL AHEAD "W3-1" - STOP AHEAD R FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26(CA)" - NO PARKING nW14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. "R3-5R" -RIGHT TURN ONLY "W14 -2" - NO OUTLET SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. "R81 (CA)" - BIKE LANE »W1 -7" DOUBLE ARROW 3 T 5 Tu FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. R7-9" - NO PARKING/BIKE LANE WI-6 SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE An AHEFO%Lf "AHEAD" MARKING PER CAL-TRANS STANDARDS UNIT BOUNDARY CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY qTnRm nRAIN - REFER TO I-qFWFR Ar STORM DRAIN PLANS ENGINEER /DESIGN ENGINEER jwwig` Y A4-' EXISTING STRIPING AND MARKINGS, TYPICAL NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST-7. COMPACT SUBGRADE TO 90% OF MAX. TO 121" BEYOND GUTTER LIP TO A DEPTH OF 12 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT 18" BOTTOM WIDTH DRIVEWAY W/31 WINGS PER C.O.B. STD. ST-4. 20+00 21+00 NOTES: 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD PAVEMENT TO BE 0.30" TYPE "B22 A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST L 9. 3. ASHE ROAD PAVEMENT TO BE 0.45" TYPE "B" A.C. OVER 0.40' AGGREGATE BASE- OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.501 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 22+00 360 356 352 348 344 340 360 356 352 348 344 340 /ot __o/ 3 UNrrc / EXISTING STORM DRAIN REFER TO SEWER & STORM DRAIN PLANS 1 TAPER NUMBER FOR TAPER DESCRIPTION 0 STORM DRAIN MANHOLE REFER TO SEWER & STORM IN PLANS ITEM OF WORK - SEE SCHEDULE (10 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY WIS WINGS s SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) z EXISTING SEWER -REFER TO SEWER & STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL-TRANS STANDARDS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL-TRANS TYPE IV ARROW LEFT OR RIGHT AS APP APPLICABLE 8 0 SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY "STOP" MARKING PER CAL-TRANS STANDARDS U) An AHEFO%Lf "AHEAD" MARKING PER CAL-TRANS STANDARDS UNIT BOUNDARY jwwig` Y A4-' EXISTING STRIPING AND MARKINGS, TYPICAL NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST-7. COMPACT SUBGRADE TO 90% OF MAX. TO 121" BEYOND GUTTER LIP TO A DEPTH OF 12 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT 18" BOTTOM WIDTH DRIVEWAY W/31 WINGS PER C.O.B. STD. ST-4. 20+00 21+00 NOTES: 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD PAVEMENT TO BE 0.30" TYPE "B22 A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST L 9. 3. ASHE ROAD PAVEMENT TO BE 0.45" TYPE "B" A.C. OVER 0.40' AGGREGATE BASE- OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.501 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 22+00 360 356 352 348 344 340 360 356 352 348 344 340 /ot __o/ 3 UNrrc / lie (10 z 0 U) 5; U-) CD 7;1 Of r_1 LL C> CD lie _j J J 0 1 STA. 26 +88.18 F.L., RT. _j � CD ° 0 C) N - 1 - I - N1 I � + JJ i I U U- 3 I LL 4 J o i mot- v J� Q U l.� W U LL: ,_ U l.• -� m c N 00 W O z + O Cho w 00 Oo ri c> / �� o o o o r. Q '� o o � NI Z + + >- o01 >-- co co >- 00 i Urn >- ov U W NNW < I'7 N � N Nw ' ^ v, t • QQ > N > - N 28 - 0 ++ 2 M (% w LLB = U U' `n R/W Q n `� c� v c� n c� c31 W V ! 6" SEWER 23 +0 q MATCH LINE S89 02 47 E 24 +00 �w STA. 23 +00.00 C.L. 40 o N w _j J 1 STA. 26 +88.18 F.L., RT. _j � CD ° 0 LL: o r- o %� - N1 Q � + �! �- + U U- 3 ! LL 4 w o i mot- v J� Q U l.� W o U Q U) V -� X90 26 tN Lo > n i m c n J °O N CU li 00 oo Lo � c) NN� . C- U) V) CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 27.13' 14.29' 44'24'55" 2 42.00' 98,53' 99.95' 134'2455" 3 42.00' 197.06' 42.87' T 268'49150" 1 STA. 26 +88.18 F.L., RT. J � °O 0 II 2 %� o� O goo cI' 2 N �- w U U- 3 ! 1 " CUL -DE -SAC STA 26 +83.13, F� . 6 SEWER SIA. 26 +16.40 G.L. � P.I. /GRADE BREAK 25 +00 316.40 26 +0 STA. 26 +58.40 G.L.= 1 STA. 26 +88.18 F.L., LT.= -j J R /W Fi ril I � 2 _jI � J f co t,_ co u: V_ t- r C) a N �I Q co �I Q ccoo I Q o �! N > N > N d+. > N "> N CN _j __j Q N O Q N < NQ N < I L.11 I i__ I- F- f oo �I cn1 Icn U'I w o C5 ! ! 1 I Z 00 1 � NN U U N 1 3 Q FQ.._ om M rn to 360 356 352 348 1 1 STA. 26 +88.18 F.L., RT. J � °O 0 II 2 %� o� O goo cI' 2 N �- w U U- 3 ! LL 4 w o i mot- v J� Q U l.� W o 00 I� c:' N V -� X90 26 tN Lo > N � N 00 W O z + O Cho � c �^ / �� ...1 Lo to 000 000 -{o-_ Q W�NN Ot0 c' NI Lo L i 1 C-� 00 00 Q N �cncn N N 00 C) Cl ov �I to to < lZil �. -.-�.. Go g U) V � c� to to o 28 ++ 2 LLB = U N N R/W GRADE 1 " CUL -DE -SAC STA 26 +83.13, F� . 6 SEWER SIA. 26 +16.40 G.L. � P.I. /GRADE BREAK 25 +00 316.40 26 +0 STA. 26 +58.40 G.L.= 1 STA. 26 +88.18 F.L., LT.= -j J R /W Fi ril I � 2 _jI � J f co t,_ co u: V_ t- r C) a N �I Q co �I Q ccoo I Q o �! N > N > N d+. > N "> N CN _j __j Q N O Q N < NQ N < I L.11 I i__ I- F- f oo �I cn1 Icn U'I w o C5 ! ! 1 I Z 00 1 � NN U U N 1 3 Q FQ.._ om M rn to 360 356 352 348 1 1 STA. 26 +88.18 F.L., RT. J � °O �o 2 7 s�� II 2 %� o� goo cI' 2 N �- w U U- 3 ! LL 4 w O i mot- v J� Q U l.� W o 00 I� c:' N V -� X90 26 tN Lo > N � U li 00 W O z + U NN � � ...1 Lo to W_ NN >_ W�NN Ot0 c' NI mNN Q C-� 00 00 Q N �cncn A 00 C) Cl Lo Lo MAINE AVENUE (STA. 23 +00.00 TO, STA. 26 +16.40) SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL N N C3 QQ a: V J cn 360 356 352 1%)+ VV zwr-'VV L�jTVV Lv 1 VV Argo& . .... F-- Z_ O a_ J Q U F= 23 +00 24 +00 25 +00 26 +00 27 +ao J J � °O 1 i II °O, N N �- w U U- 3 ! LL 4 w O i mot- >- N ml C6 ui li C) u- U w � U li C) 00 W O z + Y NN -� W t t LU Z � ...1 Lo 1 W_ __ NN ++ >_ W�NN ON NI mNN Q C-� NN Q N N A 00 C) Cl W �I LoLo g U) V � c� to to o ++ LLB = U N N � 23 +00 S89'02'47°E . � 24+00 CD 2 t / O o 0 ♦ ` cyh x�° 50 326 25 +00 _ .49 s" s 8 SEWER 2 -``� -- R W / �I Q �I Q m r! + r! + `4 43 + > 44 w N � Q N 0 Q CO3 U' c~n l U) j ! { II_]F_ t"D {w w 3 II '` � v I z.• .. goo 0 5' 1 I mo; I 111 1'1 lAI 04 CN + v 1120 2G' 634J6 Lo Lo N N HOLYOKE DRIVE d Q STA. 23 +21.24 C.L., 20.00RT.= �'• � I SEE SHEET 10 U) U) STA. 23 +21.24 F.L. A M T T (STA. 22 +50; 00 T0, STA. 25 +76.49) SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL 50.00 FT. °� 360 360 �- i f V) `^ ,� a 1.� M "T°_.w�_...:.�� �«.� 356 356 o m� ..,_�..6..�..�._ Y .� ..�.. _.�..�. } .��.��..� � _ «�_...�. � �.,...�... � _.�.___._.._. O Q .Lj t # i f O F W E Z LLI Lu LLj U U (. 3 s U E �- 352 . -:.� �.� _. m , _. ; ��- . W f�.._�.._ A 0 XI MATE Exts 352 GR UND �ENTERLIME = -0.25 a f 348 348. PR POSED N R TH _.. } Q I z FLOW -INE x 23 +00 24 +00 4 f � r lu s i { 360 -4 S W 3 U) j # ' z LJ 356 � uj O i ' O Q I W t O W f s, Z Lo U ` 352- T�_, m q NG f s GRO ND CE TERLI_ f S =0.25% S = -0. 5% E 4 � t 348 - �:_�...._.a......___ ��. a..._. �...._._,. _.�,.........�a...��._�.__._..� ._ ._• ,_,�..........- .,_��.,_��...�.� �....�, t w,._...- ..,,,. ... �.. � ..._.....,.�.,,y...�w..,.r..... - ��. .�,.,,..._..._.�.�_.....�...._� _,.,_�.......____.__ .�-- ... PR POSED S UTH i f i f v FLO INE x 23+00 24+00 25+00 356 352 348 41 T. CONSTRUCTION NOTES: . NO T ES. LEGEND: CONT. LEGEND: (CO O . LEGEND. __ __ CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1 • FOR SEWER AND STORM DRAIN, SEE SEWER AND R1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T 19: PROPOSED SAWCUT UNIT LINE 'I CON ABBREVIATIONS ,�,. " " " � - �-- - - - - ^� STORM DRAIN PLANS FOR DETAILS. F.L. FLOWLINE POVC POINT ON VERTICAL CURVE R1 -1 -STOP "WI-1" - -CURVE ARROW "R4-7" " " Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT McKEE ROAD & MOUNTAIN RIDGE ROAD BEGIN VERTICAL CURVE R4 -7 -KEEP RIGHT W31(CA} -END 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST- 2, C.L. CENTERLINE BVC ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" ONE WAY �W3 -3� - SIGNAL AHEAD 'R FURNISH &INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R5 -1" - DO NOT ENTER W3 -1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2.002 REVI D BCR BEGIN CURB RETURN Pt POINT OF INTERSECTION " _ " _ 3 0.40' AGGREGATE BASE OVER 0.80' COMPACTED R26(CA} - NO PARKING "W14 1" NOT A THROUGH STREET is FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - N ONLY W14 -2 - No ourLET - O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "C " RIGHT TAR r - " - T�3 5 T ,6 - W1 7 DOUBLE ARROW � FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST 3. PER C.O.B. STD. S-�_9. END CURVE TC TOP OF CURB R81 {CA} BIKE LANE - - - EC "R7 9" NO PARKING/BIKE LANE "Wf 6" SINGLE ARROW TR3 -NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY _ " PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CURVE NUMBER FOR CURVE DESCRIPTION 5 3. ASHE ROAD PAVEMENT TO BE 0.45 TYPE B A.C. 0 OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ENGINEER /DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.O.C. FACE OF CURB R/W RIGHT -OF -WAY 1 TAPER NUMBER FOR TAPER DESCRIPTION M- w-- �µ�� - »W�� -�-� EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER C.C.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY _ f COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12 . _ __ __ 4. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B u EXISTING SURVEY MONUMENT CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS `� INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} � BOUNDARY OF TRACT IF ADJACENT UNIT is NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95� RELATIVE FURNISH &INSTALL STREET NAME SIGN PER. C.O.B. STD. T -1. - s SEWER -REFER TO SEWER &STORM DRAIN PLANS B a BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. ..��.��.- .�..�d -. �.�.- b- �.- .�-- �w��� -� �-�- �- ---- ��� -�� -� _� �-- �- �- ���.�� - SEWER &STORM DRAIN PLANS jjjj==r> CONSTRUCTION 0 F ADJACENT UNIT. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - EXISTING SEWER REFER TO SE ,, 5. ALL -CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS _ 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW 8 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. --0-- FURNISH &INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. ST 14. LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. -®-- FURNISH &INSTALL STREET LIGHT- -9500 LUMEN PER. C.O.B. STD. ST -14. ® SEINER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 6, ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. b 1 ur "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ••� • • •�•�•• • • �••�• � � ...� TRACT BOUNDARY � A73C WITH W-31(CA) SIGN WITH OM 4- 3 MARKER. BARRICADE SECTION DESIGNATION: AHEAD 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE "AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLI N E TO FLOWLI N E. SECTION LETTER ,•� ,� ,•• •� ,•� �, •• •- •■ •• UNIT BOUNDARY PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE �=-- EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD A 0 CON ST / STD. ST--4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICAT10N 8010 -21 C -19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 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W f�.._�.._ A 0 XI MATE Exts 352 GR UND �ENTERLIME = -0.25 a f 348 348. PR POSED N R TH _.. } Q I z FLOW -INE x 23 +00 24 +00 4 f � r lu s i { 360 -4 S W 3 U) j # ' z LJ 356 � uj O i ' O Q I W t O W f s, Z Lo U ` 352- T�_, m q NG f s GRO ND CE TERLI_ f S =0.25% S = -0. 5% E 4 � t 348 - �:_�...._.a......___ ��. a..._. �...._._,. _.�,.........�a...��._�.__._..� ._ ._• ,_,�..........- .,_��.,_��...�.� �....�, t w,._...- ..,,,. ... �.. � ..._.....,.�.,,y...�w..,.r..... - ��. .�,.,,..._..._.�.�_.....�...._� _,.,_�.......____.__ .�-- ... PR POSED S UTH i f i f v FLO INE x 23+00 24+00 25+00 356 352 348 41 T. CONSTRUCTION NOTES: . NO T ES. LEGEND: CONT. LEGEND: (CO O . LEGEND. __ __ CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1 • FOR SEWER AND STORM DRAIN, SEE SEWER AND R1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T 19: PROPOSED SAWCUT UNIT LINE 'I CON ABBREVIATIONS ,�,. " " " � - �-- - - - - ^� STORM DRAIN PLANS FOR DETAILS. F.L. FLOWLINE POVC POINT ON VERTICAL CURVE R1 -1 -STOP "WI-1" - -CURVE ARROW "R4-7" " " Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT McKEE ROAD & MOUNTAIN RIDGE ROAD BEGIN VERTICAL CURVE R4 -7 -KEEP RIGHT W31(CA} -END 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST- 2, C.L. CENTERLINE BVC ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" ONE WAY �W3 -3� - SIGNAL AHEAD 'R FURNISH &INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R5 -1" - DO NOT ENTER W3 -1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2.002 REVI D BCR BEGIN CURB RETURN Pt POINT OF INTERSECTION " _ " _ 3 0.40' AGGREGATE BASE OVER 0.80' COMPACTED R26(CA} - NO PARKING "W14 1" NOT A THROUGH STREET is FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - N ONLY W14 -2 - No ourLET - O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "C " RIGHT TAR r - " - T�3 5 T ,6 - W1 7 DOUBLE ARROW � FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST 3. PER C.O.B. STD. S-�_9. END CURVE TC TOP OF CURB R81 {CA} BIKE LANE - - - EC "R7 9" NO PARKING/BIKE LANE "Wf 6" SINGLE ARROW TR3 -NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY _ " PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CURVE NUMBER FOR CURVE DESCRIPTION 5 3. ASHE ROAD PAVEMENT TO BE 0.45 TYPE B A.C. 0 OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ENGINEER /DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.O.C. FACE OF CURB R/W RIGHT -OF -WAY 1 TAPER NUMBER FOR TAPER DESCRIPTION M- w-- �µ�� - »W�� -�-� EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER C.C.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY _ f COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12 . _ __ __ 4. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B u EXISTING SURVEY MONUMENT CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS `� INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} � BOUNDARY OF TRACT IF ADJACENT UNIT is NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95� RELATIVE FURNISH &INSTALL STREET NAME SIGN PER. C.O.B. STD. T -1. - s SEWER -REFER TO SEWER &STORM DRAIN PLANS B a BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. ..��.��.- .�..�d -. �.�.- b- �.- .�-- �w��� -� �-�- �- ---- ��� -�� -� _� �-- �- �- ���.�� - SEWER &STORM DRAIN PLANS jjjj==r> CONSTRUCTION 0 F ADJACENT UNIT. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - EXISTING SEWER REFER TO SE ,, 5. ALL -CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS _ 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW 8 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. --0-- FURNISH &INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. ST 14. LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. -®-- FURNISH &INSTALL STREET LIGHT- -9500 LUMEN PER. C.O.B. STD. ST -14. ® SEINER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 6, ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. b 1 ur "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ••� • • •�•�•• • • �••�• � � ...� TRACT BOUNDARY � A73C WITH W-31(CA) SIGN WITH OM 4- 3 MARKER. BARRICADE SECTION DESIGNATION: AHEAD 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE "AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLI N E TO FLOWLI N E. SECTION LETTER ,•� ,� ,•• •� ,•� �, •• •- •■ •• UNIT BOUNDARY PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE �=-- EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD A 0 CON ST / STD. ST--4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICAT10N 8010 -21 C -19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 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PR POSED N R TH _.. } Q I z FLOW -INE x 23 +00 24 +00 4 f � r lu s i { 360 -4 S W 3 U) j # ' z LJ 356 � uj O i ' O Q I W t O W f s, Z Lo U ` 352- T�_, m q NG f s GRO ND CE TERLI_ f S =0.25% S = -0. 5% E 4 � t 348 - �:_�...._.a......___ ��. a..._. �...._._,. _.�,.........�a...��._�.__._..� ._ ._• ,_,�..........- .,_��.,_��...�.� �....�, t w,._...- ..,,,. ... �.. � ..._.....,.�.,,y...�w..,.r..... - ��. .�,.,,..._..._.�.�_.....�...._� _,.,_�.......____.__ .�-- ... PR POSED S UTH i f i f v FLO INE x 23+00 24+00 25+00 356 352 348 41 T. CONSTRUCTION NOTES: . NO T ES. LEGEND: CONT. LEGEND: (CO O . LEGEND. __ __ CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1 • FOR SEWER AND STORM DRAIN, SEE SEWER AND R1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T 19: PROPOSED SAWCUT UNIT LINE 'I CON ABBREVIATIONS ,�,. " " " � - �-- - - - - ^� STORM DRAIN PLANS FOR DETAILS. F.L. FLOWLINE POVC POINT ON VERTICAL CURVE R1 -1 -STOP "WI-1" - -CURVE ARROW "R4-7" " " Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT McKEE ROAD & MOUNTAIN RIDGE ROAD BEGIN VERTICAL CURVE R4 -7 -KEEP RIGHT W31(CA} -END 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST- 2, C.L. CENTERLINE BVC ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" ONE WAY �W3 -3� - SIGNAL AHEAD 'R FURNISH &INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R5 -1" - DO NOT ENTER W3 -1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2.002 REVI D BCR BEGIN CURB RETURN Pt POINT OF INTERSECTION " _ " _ 3 0.40' AGGREGATE BASE OVER 0.80' COMPACTED R26(CA} - NO PARKING "W14 1" NOT A THROUGH STREET is FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - N ONLY W14 -2 - No ourLET - O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "C " RIGHT TAR r - " - T�3 5 T ,6 - W1 7 DOUBLE ARROW � FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST 3. PER C.O.B. STD. S-�_9. END CURVE TC TOP OF CURB R81 {CA} BIKE LANE - - - EC "R7 9" NO PARKING/BIKE LANE "Wf 6" SINGLE ARROW TR3 -NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY _ " PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CURVE NUMBER FOR CURVE DESCRIPTION 5 3. ASHE ROAD PAVEMENT TO BE 0.45 TYPE B A.C. 0 OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ENGINEER /DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.O.C. FACE OF CURB R/W RIGHT -OF -WAY 1 TAPER NUMBER FOR TAPER DESCRIPTION M- w-- �µ�� - »W�� -�-� EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER C.C.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY _ f COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12 . _ __ __ 4. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B u EXISTING SURVEY MONUMENT CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS `� INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} � BOUNDARY OF TRACT IF ADJACENT UNIT is NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95� RELATIVE FURNISH &INSTALL STREET NAME SIGN PER. C.O.B. STD. T -1. - s SEWER -REFER TO SEWER &STORM DRAIN PLANS B a BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. ..��.��.- .�..�d -. �.�.- b- �.- .�-- �w��� -� �-�- �- ---- ��� -�� -� _� �-- �- �- ���.�� - SEWER &STORM DRAIN PLANS jjjj==r> CONSTRUCTION 0 F ADJACENT UNIT. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - EXISTING SEWER REFER TO SE ,, 5. ALL -CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS _ 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW 8 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. --0-- FURNISH &INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. ST 14. LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. -®-- FURNISH &INSTALL STREET LIGHT- -9500 LUMEN PER. C.O.B. STD. ST -14. ® SEINER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 6, ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. b 1 ur "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ••� • • •�•�•• • • �••�• � � ...� TRACT BOUNDARY � A73C WITH W-31(CA) SIGN WITH OM 4- 3 MARKER. BARRICADE SECTION DESIGNATION: AHEAD 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE "AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLI N E TO FLOWLI N E. SECTION LETTER ,•� ,� ,•• •� ,•� �, •• •- •■ •• UNIT BOUNDARY PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE �=-- EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD A 0 CON ST / STD. ST--4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICAT10N 8010 -21 C -19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. CD 0 n r �- � C Q- 0 Z 000 C'a`t - Z [� I Q _1 J Q- W � � W r w w c o° � � N Of W Y Q m o' 0 O m U Z W W z z W J U c� z W co 0 N o o V_ o 0 z w m F- 0 Q 0 m� W Ld r m m p Z ``' Y 4 W � 2 o v r 1 � • u 0 ,,�:vrrR.i4!avSe -&'. b�rta.. w�• �! ��, ��' 4�` fifi;•;` s; �4;! ry'' �`,4��'skcry:i,'Kias"�xY�'.+:�i ":,miTrrae��t,:�!sr�xr -�72 :.. £++ate- 3.r.., �sar.°�, .,.,: •rr -°�rM; mQ Z 0 bi c/) F- z W w Of ,W C l W Of 0 ,l, o t- N p co c> i cc z � LO IL z � 0 coi c w�:.•. M W Co 0 LU Co _ C> Lo + Co c\l x + c\l . W }_ c • z co co 1-m v rk- C " co) 'o H � c0l o UJI �- z 1. W J U 0 ca I- W W Lo I ao DRI'. o� {w w 3 II '` � v I z.• .. goo 0 5' 1 I mo; I 111 1'1 lAI 04 CN + v 1120 2G' 634J6 Lo Lo N N HOLYOKE DRIVE d Q STA. 23 +21.24 C.L., 20.00RT.= �'• � I SEE SHEET 10 U) U) STA. 23 +21.24 F.L. A M T T (STA. 22 +50; 00 T0, STA. 25 +76.49) SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL 50.00 FT. °� 360 360 �- i f V) `^ ,� a 1.� M "T°_.w�_...:.�� �«.� 356 356 o m� ..,_�..6..�..�._ Y .� ..�.. _.�..�. } .��.��..� � _ «�_...�. � �.,...�... � _.�.___._.._. O Q .Lj t # i f O F W E Z LLI Lu LLj U U (. 3 s U E �- 352 . -:.� �.� _. m , _. ; ��- . W f�.._�.._ A 0 XI MATE Exts 352 GR UND �ENTERLIME = -0.25 a f 348 348. PR POSED N R TH _.. } Q I z FLOW -INE x 23 +00 24 +00 4 f � r lu s i { 360 -4 S W 3 U) j # ' z LJ 356 � uj O i ' O Q I W t O W f s, Z Lo U ` 352- T�_, m q NG f s GRO ND CE TERLI_ f S =0.25% S = -0. 5% E 4 � t 348 - �:_�...._.a......___ ��. a..._. �...._._,. _.�,.........�a...��._�.__._..� ._ ._• ,_,�..........- .,_��.,_��...�.� �....�, t w,._...- ..,,,. ... �.. � ..._.....,.�.,,y...�w..,.r..... - ��. .�,.,,..._..._.�.�_.....�...._� _,.,_�.......____.__ .�-- ... PR POSED S UTH i f i f v FLO INE x 23+00 24+00 25+00 356 352 348 41 T. CONSTRUCTION NOTES: . NO T ES. LEGEND: CONT. LEGEND: (CO O . LEGEND. __ __ CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1 • FOR SEWER AND STORM DRAIN, SEE SEWER AND R1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T 19: PROPOSED SAWCUT UNIT LINE 'I CON ABBREVIATIONS ,�,. " " " � - �-- - - - - ^� STORM DRAIN PLANS FOR DETAILS. F.L. FLOWLINE POVC POINT ON VERTICAL CURVE R1 -1 -STOP "WI-1" - -CURVE ARROW "R4-7" " " Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT McKEE ROAD & MOUNTAIN RIDGE ROAD BEGIN VERTICAL CURVE R4 -7 -KEEP RIGHT W31(CA} -END 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST- 2, C.L. CENTERLINE BVC ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" ONE WAY �W3 -3� - SIGNAL AHEAD 'R FURNISH &INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R5 -1" - DO NOT ENTER W3 -1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2.002 REVI D BCR BEGIN CURB RETURN Pt POINT OF INTERSECTION " _ " _ 3 0.40' AGGREGATE BASE OVER 0.80' COMPACTED R26(CA} - NO PARKING "W14 1" NOT A THROUGH STREET is FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - N ONLY W14 -2 - No ourLET - O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "C " RIGHT TAR r - " - T�3 5 T ,6 - W1 7 DOUBLE ARROW � FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST 3. PER C.O.B. STD. S-�_9. END CURVE TC TOP OF CURB R81 {CA} BIKE LANE - - - EC "R7 9" NO PARKING/BIKE LANE "Wf 6" SINGLE ARROW TR3 -NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY _ " PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CURVE NUMBER FOR CURVE DESCRIPTION 5 3. ASHE ROAD PAVEMENT TO BE 0.45 TYPE B A.C. 0 OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ENGINEER /DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.O.C. FACE OF CURB R/W RIGHT -OF -WAY 1 TAPER NUMBER FOR TAPER DESCRIPTION M- w-- �µ�� - »W�� -�-� EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER C.C.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY _ f COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12 . _ __ __ 4. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B u EXISTING SURVEY MONUMENT CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS `� INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} � BOUNDARY OF TRACT IF ADJACENT UNIT is NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95� RELATIVE FURNISH &INSTALL STREET NAME SIGN PER. C.O.B. STD. T -1. - s SEWER -REFER TO SEWER &STORM DRAIN PLANS B a BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. ..��.��.- .�..�d -. �.�.- b- �.- .�-- �w��� -� �-�- �- ---- ��� -�� -� _� �-- �- �- ���.�� - SEWER &STORM DRAIN PLANS jjjj==r> CONSTRUCTION 0 F ADJACENT UNIT. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - EXISTING SEWER REFER TO SE ,, 5. ALL -CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS _ 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW 8 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. --0-- FURNISH &INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. ST 14. LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. -®-- FURNISH &INSTALL STREET LIGHT- -9500 LUMEN PER. C.O.B. STD. ST -14. ® SEINER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 6, ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. b 1 ur "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ••� • • •�•�•• • • �••�• � � ...� TRACT BOUNDARY � A73C WITH W-31(CA) SIGN WITH OM 4- 3 MARKER. BARRICADE SECTION DESIGNATION: AHEAD 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE "AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLI N E TO FLOWLI N E. SECTION LETTER ,•� ,� ,•• •� ,•� �, •• •- •■ •• UNIT BOUNDARY PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE �=-- EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD A 0 CON ST / STD. ST--4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICAT10N 8010 -21 C -19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. CD 0 n r �- � C Q- 0 Z 000 C'a`t - Z [� I Q _1 J Q- W � � W r w w c o° � � N Of W Y Q m o' 0 O m U Z W W z z W J U c� z W co 0 N o o V_ o 0 z w m F- 0 Q 0 m� W Ld r m m p Z ``' Y 4 W � 2 o v r 1 � • u 0 ,,�:vrrR.i4!avSe -&'. b�rta.. w�• �! ��, ��' 4�` fifi;•;` s; �4;! ry'' �`,4��'skcry:i,'Kias"�xY�'.+:�i ":,miTrrae��t,:�!sr�xr -�72 :.. £++ate- 3.r.., �sar.°�, .,.,: •rr -°�rM; mQ Z 0 bi c/) F- z W w Of ,W C l W Of 0 ,l, o t- N p co c> i cc z � LO IL z � 0 coi c w�:.•. M W Co 0 LU Co _ C> Lo + Co c\l x + c\l . W }_ c • z co co 1-m v rk- C " co) 'o H � c0l o UJI �- z 1. W J U 0 ca I- W W Lo I ao DRI'. o� u 0 ,,�:vrrR.i4!avSe -&'. b�rta.. w�• �! ��, ��' 4�` fifi;•;` s; �4;! ry'' �`,4��'skcry:i,'Kias"�xY�'.+:�i ":,miTrrae��t,:�!sr�xr -�72 :.. £++ate- 3.r.., �sar.°�, .,.,: •rr -°�rM; mQ Z 0 bi c/) F- z W w Of ,W C l W Of 0 ,l, o t- N p co c> i cc z � LO IL z � 0 coi c w�:.•. M W Co 0 LU Co _ C> Lo + Co c\l x + c\l . W }_ c • z co co 1-m v rk- C " co) 'o H � c0l o UJI �- z 1. W J U 0 ca I- W W Lo I ao DRI'. o� I- W W Lo I ao DRI'. o� -lk91 9X s� DR�VF� RAW -\ STq 9-1"1029 q r 17 C. P• 9k5 23 F �•. R�' S�Ch gk2�23 F•� s� P. n2 QUEBEC AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL � � VE W m lcin:�oi!� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 92.01' 46.13' 10'32'36" 2 500.00' 92.01' 46.13' 10'32137" 3 42.00' 98.53' 99.95' 134'2455" 4 42.00' 197.06' 42.87' 268'49'50" 5 35.00' 27.13' 14.29' 44'2455" 6 20.00' 31.42' 20.00' 90'00'00" 7 520.00' 95.69' 47.98' 10'32'36" 8 480.00' 88.33' 44.29' 10032'36" 9 480.00' 28.85' 14.43' 03'2638" HOLYOKE DRIVE SEE SHEET 10 Q U t=- z a 10+00 11+00 12+00 13+00 14+00 15+00 18 +00 17+00 18 +00 19 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 LEGEND. LEGEND: (CONT.) ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWL.INE POVC POINT ON VERTICAL CURVE "R1 -1" - STOP "W1 -1" - CURVE ARROW C.L. -CENTERLINE B VC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT "W31(CA)" - END ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY "W3 -3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5 -1" - DO NOT ENTER "W3 -1" - STOP AHEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -1" - NOT A THROUGH STREET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W14 -2" - NO OUTLET EC END CURVE TC TOP OF CURB nR81(CA)" - BIKE LANE "W1 -7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT R7 -9 - NO PARKING /BIKE LANE WI--6 - SINGLE ARROW OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS F.O.C. FACE OF CURB R/W RIGHT -OF -WAY ___._�.•. ._.._._ _. �.. ..a F �v...._M _ �._ .�..�y._. EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �i FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS EXISTING SURVEY MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS --C>-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER G.O.B. STD. ST -14. � SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. - ) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN ��������■■���■ TRACT BOUNDARY .. ■�*� .� .� UNIT BOUNDARY LEGEND.* (CONTJ J - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAYYCUT LIMIT LINE rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT FURNISH &INSTALL IRRIGATION CONDUIT iR FURNISH &INSTALL INTERCONNECT CONDUIT Ic rE3 r 5 TU FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE 1R5 =N0. 5 SIZE TR6 =N0. 6 SIZE 1O CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION O ITEM OF WORK -SEE SCHEDULE CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IN BIKE LANE MARKINGS PER CAL -TRANS STANDARDS �j CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE "STOP" MARKING PER CAL -TRANS STANDARDS MEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. (4) CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 5 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER /DESIGN ENGINEER. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 . INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. kol; 0PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS � STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W- 31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLO WLI N E TO FLOWLI N E. EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED -PER C.O.B. STD. ST-� 4. ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL- BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. OA 'O O 352 344 340 352 348 344 340 20 +00 35 3 � f 34 33 0 010 NOTES: 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST- 9. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.85' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE -PROJ=ECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. vza a..+.�.'.�.X•dne�.nh+� '; a, g+ �?7,•^'+ �+c°•nr:i7rt:YYkaw/;�'".Ar'.UrF aPa rtre.- r3-*.,. a. �irx 'ikrv..�M.%ar. ^.'e. <v�%t =i3�. R,, t R D � A� Y:. .:l.;t «... �.,nnj?Y' -�.+ a... K.A ^r.. zr.c:r�_F:.c.�'•x..nf.3+^ Hr•�: t...,, >'t«.- .at- Yi >�,r? R,. w. m+. ri..c�ca- ..t"Rrywr...e..rPH.ia,� � J J t- w z � Cl 0 5 U W = � U Z J m Q � W � W � W Q �_ cn W W Q0 CD O W O � N � Q O tU _a . I -1 - . I _j to . I- - _j c> 106 u P--: 1 TO ANY PORTION OF THE LffiD I 11 I � LL -----� ui Y Lf) . 0) 0 _j c) 9 11 >_ 11 ASHE ROAD . - ft . _j C> - r4 I �-� 1-i �� w SEE SHEET 14 < loc . . -4 a u . . U m � * C> CD �. iQ ? I m z c; i I I - � i � 25' 1 I < ci � CC , cj clq < T_ w r%_ _j _j 6 LL: C5 " .1 = 1; I p 0:: I o �10- 11 ? .. I a 30 . cl W uj - - I- I - I �� . _ I I 5 - 1 6 1 1 Iw- . � - 100 _m u� ,* . ft .. r*-- 0 to I- - 1*1* to LO - :1 , __j __j I * I C) X: 11 >_ - U.i . . . I CWX a I I i I t2:_ �! I qq. I"- I <_ E.j in " I Iffur 55' 1 .< IV- + W 0 U w T_ + w 0 V_ w r--..* r_� P*-- PI_ + + u LZ I LO LO tn In I I - - <X -in e� * -J.-j � �%..f,- => f", -1 ,. 1%ftwe �__ . ,0- �c x < " X_ <0 w �- C> C) . V_ Ir- 29 . . � to An- 0000 � I e c I . `111� c_3 L3 I > z ELI � t I 0 C) p., Ld � ;00 . X F- = I (:) Go I J) (< in i I 0 i w �n W F- C) U) cf% 0 U) w . . cj < < .1 I I LLj U) U) + + v- v-- . T_ V_ w I 1 c5 tti I 0 0 - < I - 1+ < �__ � - .--_� " 1 + . . - *-:<< lll� I I C) " + 11 L-0 K III a C) to � , i k,--.. a ;r < w cl I Lfj L +_.c__)j_ - Lr- to I R/W 95/_ �__ �_ m cn En / I 00 ,[ 1 K #-4i 1 11 at i -1 - � I - ---\-- II �_ . i i U) U) 9 � 14 ,)I " I . 01 A I i . I INSTALL Wl-E;(R) WITH I I .f 8 I f .W- r- 10 __/ , - CD rd-) - DRAII - c) 18" LO i OM1 -3 MARKER - I "I'll I . ���� I �. I.. - I . If ' 7*47n T�_ w - . 11+00 041 I I _T_ 0 f , 27 1, + 712-S S-6; _ krV IVF%r-j I . I -1 - LI LENGTH ! ,I TO ANY PORTION OF THE LffiD I 11 I � LL -----� ui Y LYING WITHIN THE AREA I I WN E ROAD � ... � I M .19c , I � 3 1 p (COUNTY ROAD No. 199). 30.00* 1 om I - I I -1 ( 1, 1 L 5 -- I It i 1 . ,; M n, .. L � -CF- W L I I I , PROPOSED MEDIAN CURB - , 4 . I r i I I L.-J Z I w I m< ( ) I - � I I I � EL ; I __ I Nkl.�Nkl.�Nkt.�N%.-.',Akw.� I I . ,I � . i I I , 301 1 - - 130' � I I I ' I � I- I I 11 m - Ir r sl A_ [-I 1 75'_ - -_ -_ - . i � .1 . 1 � � I ; 1, - I I 65' I I i I ,� t I P, i 11 58 i ,! " -1 .1 � I It ASHE ROAD CN w :> SEE SHEET 14 I + W >. * I LEGEND. . ABBREVIA11ONS F.L. FLOWLINE POVC POINT ON VER11CAL CURVE G. L CENTERLINE 8VC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE BCR BEGIN CURB RETURN I PI POINT OF INTERSECTION I EGR END CURB RETURN PRC POINT "OF REVE-RSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP-OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY (§) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. ,�-- ��- ( -, �!� EXISTING SURVEY MONUMENT ,2,� --A �- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. - FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. --<D- FURNISH & INSTALL STREET UGHT-�5800 LUMEN PER C.0.8. STD. ST-14. I ED , FURNISH & INSTALL STREET LIGHT-9500 WMEN PER C.O.B. STD. ST-14. . SECTION DESIGNATION: SECTION LETTER __ L. . . � � � L � � 2- L SHEET WERE SECTION IS SHOW . * - - . I I , - I '- "� - - - --- I b _CT4; D AIN z0f --. . � / I 11111�, CURVE RADIUS LENGTH _j - F. . . III P - - . 46.85� 11 . I 89*2914,* - - co 30.00* co 30.28* 90*31 *46'* w 20.00" ro 00 P13 0 I * I - , . ___� C) C� . >- < ,--: ro n >- 16 < c3i ch .1-0 11 F_: I __j 40 C) C) ?-' + LO 3. " + m LL_ 00 PO CN w :> , V__ I + W >. , V_ < v- w �� cj ;, Of . V.- w- C Lo� Om < rll_ ,� r*- >- 16< -4 --J* 0 u: in < �__ in .;� _c� F_ " 1 + " 9 11 3o 1-1 30' (.4j _ Lfj L +_.c__)j_ - tA w C) I _j I . !�: r__ - 1* i -1 0 - - a C) qd- . I " cn ' . I I I . wV_ � . � . .... j .... i C3 LL: 00 c6 28 I i Z * I - . C>u_�i . z LO W __j I __� Fn Ln . 00co + + -1 _j I . 6 c) - + I 1 _j I . W.. ;� 0 En I . -C:>.C> Ir- lw- 3 0 I . . LL_ LL_ LO -4- Ln , _j LZ 14- 37 . LL- lq- m F-_ " 31 0 "' E)) . W_ . . U- U') 39 m 1 1 LL .14- LL_ ul 33 rn 1 34 I'll . LLLL - . . I W a CC Pr) ci < .< LO I C) >_ LO 6 Inc) uj 0) 0) V) X: ++ US � rn -4- _c* __j �? T_ V_ < 1 # w �_ �_ cn cn >_ . [,I- 4 . 00 114- >_ < CURVE TABLE � CURVE RADIUS LENGTH TANGENT DELTA - - 11. w11 , M.00t . 46.85� -9.7-2 2 89*2914,* - - . 1 2 11 30.00* 47.40" 30.28* 90*31 *46'* 3 I 20.00" 1 31.42* 1 20.00* < - 1:� 00 F_�_ co I I - , . ___� . __ i - . - I- -_ I 3 "I I'- . m , tAj I 1 20 o SELMA STREET 11 F_: I __j 40 C) - - _j � I'- i . .- I , L_ - m - 12 f.- mo _j . C:) in n C) C) .* -- - Co- 0 1* to -r-N .4- - LL_ 00 PO -J_j . . Qu_ L 1 . UNT I ... "I I 4 I-PC) S) cj I LL_ 00 PO 00 - n >- I pr) 16 Om < . n �> � w >- 16< I C-4 n (:) qt I L.0 " . 30" 1-1- 3091 ; " 9 11 3o 1-1 30' I c7i , - __j I - �= u I 0 - m --q -� >; W--j I _j I . I i -1 0 - - a C) qd- . I " 1 . I I I . _. LL.. - - - __ . I - 26 20' I 11 I I - - - - - � . � . .... j .... i C3 LL: . i . i I + dl T_ i - . . � - __j __j , * 0 u I - . C>u_�i . z LO W __j I __� Fn Ln . -1 - - - - - - Ff2O t - 20' q -1 _j I . 6 c) - + i 1 _j I . _j . U- lq_ 5 f -sm- L, I I In LO to LO 3 0 I . . LL_ LL_ LO -4- Ln , _j LZ 14- 37 . LL- lq- m F-_ " 31 0 "' E)) < V_ 4- iA_ U- . . . L. m "In I -. 40 %_0 LL_ L" 3 2 _j LL U_ Lo "4- r, 1 U- U') 39 m 1 1 LL .14- LL_ ul 33 rn 1 34 I'll . LLLL - . . I W a CC Pr) . ui 6 u I Lo , 0 W W w >_ LO I C) >_ LO 6 Inc) uj 0) 0) V) X: ++ US � rn -4- _c* __j �? T_ V_ < 1 >_ . r- . . C.6 LO >_ . [,I- 4 . 00 114- >_ < :� M Z-- 14- �! ru; + + + + C*4 CN . V_ V_ - V-V "" < 3: LLJ 1_: P'l -r- + I + rn ro < 3: L.Li qq- + rn + + W " 04 w V_ V_ C) I + < M W� L) ;� # 6 a- .td- 4< < 3: LLJ r- tl j + I + .,4- -.4- < 3. . LAJ cn + -td- + Lf) + 1 to n L . Li b I �O En - ( w . . M - - C> - b ;!-: ;!5 - ;!:;!E >. Fe - ,_ I I . >. - -7y I m . # - -cc -cr. I T_ �_ w . C-0 V) V) m n . - - � �> - Q� ,._ I I . �> - Of T_ T_ I , , . 7 c� k � a m j uj V) V) ui U) V) - L In I .c� < I �_ in . , .< �_ �_ �_ �l (n V) < �_ m <e < �_ F - --'& F- in . < �_ <e �__ ; lr__ / to \ �> C4 u I (n I (-)j - cn 2 (n R/W (---)j rl ul in 'n 1 (---) i c n V) 1 of in _>j C-- 1% Of In C_:�o - - L .c� �__ cn I - I - . - A -V /- _ _ - � -ec I (n - � - - - - � - - - - 3 i - -I- I - --/ - - - ::L - _�_ \ LZ " - � � - - - - - --.-.". _.�_ - 7 . :J 3 A . . NOTE: I . SEE CALTRANS, TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED -1 - I fk INTERSECTION - . .- � , � . ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND ;:� 5J4M4 CONSTRUCT TYPE W MEDIAN CURB WITH 1 0"' REVEAL I , - -4; DAYS PRIOR TO PAVING. CURVE TABLE � CURVE RADIUS LENGTH TANGENT DELTA � 1 __ , M.00t . 46.85� -9.7-2 2 89*2914,* - - . 1 2 11 30.00* 47.40" 30.28* 90*31 *46'* 3 I 20.00" 1 31.42* 1 20.00* 1 90000,000 1 11. I �0_ __j C> C) C5 CN C) - I %.-j . alf%. 14-rUV.VV t.-.L., L-URaM U-4. . )O _-, - 6'* SEWER " .� jtmk . ki)-l" \ /-== 18" DRAIN _s_ 8r SEWER 101 r-3 6 s . S_ kir - � Aek --- . .1 s - . S_ 8m SEWER UP, . - IN rr) C) % .. -- � I _ - 9V Iftly Nay � I _s 1. batf �W`47 -1 69.82" s �- - i - - - - - i - - - - - i - - - - - - i - - - - -T - - - - - - - . 0 ' - - "O'�� . _+ __ - - - - - . - - - - - - - _f I F----l--------i - - A . .......0 A To __ n_ +00 S89*02*47"E 15+00 - 16+00 17+00 18+00 19+00 20+00 F 700.00 -- NA. 2W� DRAIN � 13+0000 I \ 24" DRAIN C) I . �n . 'i - CD CIN 1 IN C) CN ,_/7 \ j �1�1 I � _/ 4.--- r . n >- -j _1 �j # . >: u.j C) " I - Ae-1 - 51 in I I - - w . - . 3- D&AIN 3 3 .,:� . I- < F - - C--)J ir= LLJ 4r:91 In 11 -Cn:Z C-) U- w I --i - 1,04 I I . a - I 1--1 I lleT . �t. 18* mr �4_.,,_l I ______ � -. COASTAL LANE . I - - \,� R /W ; LL: I - , . ___� . __ i - . - I- -_ I 3 "I I'- . m , tAj I 1 20 o -4 - 11 - - _j � I'- i . .- I , L_ - 11 . W 00 ro LL_ 00 PO -J_j . . Qu_ SEE SHEET 11 1 a to I T- � I**- I I-PC) S) �� w I LL_ 00 PO 00 - n >- I pr) 16 >- < < I >- 16< I C-4 n (:) qt I L.0 " C) # 0000 I 9 11 3o 1-1 30' ,-, 00 16 -< c7i , - __j I - . �_ 3: x En Ld I%- + cN I _j I . +m * C) 01 V C4 i -1 0 - - a C) qd- . I " 10 C) . I I I . c) c*4 I i il . i i _j I . + dl T_ _j . � nn . # # LO U0 to LO I -1 - - - - - - Ff2O t - 20' q 12 6 c) - + __� 1. b- LO .4- M 1 a - 00 _j . U- lq_ Ll_ LO 35 LA.1 I I . I _j U- LZ , LO 14- V_ I Ld :> Of _j LZ 14- 37 Ll- LO r�_ I � 38 I -L Lz ,-q- Ln to, PO . I uz 14 - ro� U- U') 39 m 1 r�, T_ . 19 u: lq- 40 + + C> C> I " c*q cn b- 5' - - - - - - � >_ . < im - C> I- 04 C) >_ < m ai PO rn -36 (mm < V_ . r-.: ,to -q- 0 >_ < . r- ui 00 cxj P0 >_ < . >_ CN �: < V3 6 en . ro co �m >_ < (11.4 CD -c� cc . . I 6. ;! s ; !I. � I . - -"* M uj M I I I � w + + to 3: uj + + 1 to 3: uj + -t- 1 r 3: w + r, + I 00 :3-: ui +I + m 3: 00 w + (n + I ml 3- . W + C, U) m (n cn iv I ::;;z . re) r 0 - --, :> to , I , >. co v__ -r- I �> r-, ,�: I I �> V_ -r- I �> V_ I V_ :> lr__ . T_ �> cq I I n i .7- M uj p., n - Of m C--->, . .:e .4c �_ �-- Ln cn af in C__ >1 4 . -< F__ cn .c� �_ cn 2 . R/W -0 L- of in _>j C-- . ,ce - -< �_ �- cnt Ll i Of In C_:�o - . < �_ cn .c� �__ cn I af- In C-4y . .ce cy- 4c� < F- n I F -1 (;) �-- cn >1 U) C-- . 40c �__ cn ..;:i �_ L U) I _lw � n C_:�p -ec I (n I - R/W Z_ Zz V_ n - Ul% - � tn p In - I a C) -d- Co. C) CN m I I 13 - __7` - -I- 1 - --/ - - - ::L - _�_ LO LO I .L- _.L_ - " - � � - - - - - --.-.". _.�_ - 7 /rID . _ _ _ _� - - - - -k- . NOTE: I . SEE CALTRANS, TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED -1 - I fk INTERSECTION CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 1 0 X. J.- . ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND ;:� 5J4M4 CONSTRUCT TYPE W MEDIAN CURB WITH 1 0"' REVEAL DAYS PRIOR TO PAVING. I :m , PER C.O.B. STD. ST-2 (REVISED 6-2-99). 1 I . I I m: � � � . - m � . � I OTHERWISE INDICATED. . � - . � � , . im - I - , I STA. 20+95.37 C.L., THORTON AVE.= C) - I %.-j . alf%. 14-rUV.VV t.-.L., L-URaM U-4. . )O _-, - 6'* SEWER " .� jtmk . ki)-l" \ /-== 18" DRAIN _s_ 8r SEWER 101 r-3 6 s . S_ kir - � Aek --- . .1 s - . S_ 8m SEWER UP, . - IN rr) C) % .. -- � I _ - 9V Iftly Nay � I _s 1. batf �W`47 -1 69.82" s �- - i - - - - - i - - - - - i - - - - - - i - - - - -T - - - - - - - . 0 ' - - "O'�� . _+ __ - - - - - . - - - - - - - _f I F----l--------i - - A . .......0 A To __ n_ +00 S89*02*47"E 15+00 - 16+00 17+00 18+00 19+00 20+00 F 700.00 -- NA. 2W� DRAIN � 13+0000 I \ 24" DRAIN C) I . �n . 'i - CD CIN 1 IN C) CN ,_/7 \ j �1�1 I � _/ 4.--- r . n >- -j _1 �j # . >: u.j C) " I - Ae-1 - 51 in I I - - w . - . 3- D&AIN 3 3 .,:� . I- < F - - C--)J ir= LLJ 4r:91 In 11 -Cn:Z C-) U- w I --i - 1,04 I I . a - I 1--1 I lleT . �t. 18* mr �4_.,,_l I ______ - a 9 (A I - - . __j ) I - - \,� R /W ; LL: I - , . ___� . __ i - . - I- -_ I 3 "I I'- . m , tAj I 1 20 o -4 - 11 - - _j � I'- i . .- I , L_ I.' I 00 11 . W 00 ro LL_ 00 PO 11 . ) �_ 3 w ul 00 # � :wc- 11 lk a to I T- � I**- w a to V.- r., I-PC) S) �� w u ) 00 . Pr) LL_ 00 PO 00 - n >- 0 I pr) 16 >- < < ,_ r- >- 16< c3i CD C) C) C-4 n (:) qt F-: a Q: L.0 " C) # c) c> C-4 >- C:) -d- < ,-, 00 16 -< c7i , I " + . �_ 3: x En Ld I%- + cN m:�-, + LLJ +m * C) 01 V C4 . tr) q4_ 4 - 0 - - a C) qd- . I " 10 C) I I c) c*4 c)- 6 C-4 C-4 44'r) -3-E 4 - LLJ %.. + 5 3t -4- + w :> + dl T_ " 27 -r- %..# - - * �_ ERE . -Of . C> (X::� v c%4::f: T' 0,11c 26 �_ �_ m < . in .:c m r . n >- -j _1 �j # . >: u.j C) " I - Ae-1 - 51 in I I - - w I - . --i. j 0 cj -- X U- n.- lc-- LO - . . W ix- -r-- nf . - In < ---! _j >; --j m --:� �_ �_ 23 .,:� . I- < F - - C--)J ir= LLJ 4r:91 In 11 -Cn:Z C-) U- w I --i - - - - C> C) C4 CN COASTAL LANE "'fli i I ,_�, - u U�ww 1:� . (=)J (n F- C---J tn (A I V) . . V) U5 - . I # :1 _j __j. m is 25 `0 __j - to to Ld _j. (AD # . # u- n to __! m . 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I ; i ; I I f k 11" jL i ? I I i I ! t I i i i i 5 i i �. ,I I., I z "I i i I I 356 352 348 344 Klus �l i I I � i I I ?I I i � i � f I � f f I . I I I i 1. 4 11 i � i I t � I I f 11 - I �---..-,------�,------:---!�"-,-----�--.--.--_,�------.--14�------.--.,�,---------��- _______i__..__l__ ---.".---.,�._--------�-----�,,- ---.--L-1 _A-__--,--___-__-4_-_ __-__-4,_________�,___ -----,,--�--------�-----,,---i--.-.-,-.---;.- . I _4_____-_� ,%--Ar% � ----4----- - _______4__ ----.�-----,---�-------�--------�--------�-+--- . ___�-------4--.-_---_ ___�__ _____�________�_._______, --i- -�--!--�..----�-,--�-,-��---.-.--,-�-�-.,- __1336 . 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 -19+00 20+00 LEGEND.* (CONT.1 - * LEGENDO (CONT.) - CONSTRUCT10N NOTE NOTES: R'l-i 0 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - PROPOSED SAWCUT LIMIT LINE . ( ) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. 1. I— FOR SEWER AND STORM DRAIN, -SEE- -SEWER AND '*Rl-l'* - STOP "WI-1" - CURVE ARROW F- <j STORM DRAIN PLANS FOR DETAILS. . '*R4-7* - KEEP RIGHT "W31(CA)m - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - '*R6-1'* - ONE WAY *W3-3" - SIGNAL AHEAD *R5-1'* - DO NOT ENTER .'*W3-1* - STOP AHEAD I R FURNISH & INSTALL IRRIGATION CONDUIT - CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R26(CA)w - NO PARKING "W14-1* - NOT A THROUGH STREET -1c fURMSH & INSTALL INTERCONNECT CONDUIT C�) UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED '*R3-5R* - RIGHT TURN ONLY *W14-2* - NO OUTLET " . O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY '*R81(CA)l* - BIKE LANE *WI-7" - DOUBLE ARROW TR3 TR5 TR6 - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ( ) CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. PER C.O.B. STD. ST-9. , F*R7-9* - NO PARKING/BIKE LANE mWl-6m - SINGLE ARROW 0 TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION - 5 SAWCUT EXIST. E.P. l' BACK OR AS I DIRECTED BY THE CITY 3. ASHE ROAD - PAVEMENT TO BE 0.45" TYPE "B"" A.C. __ D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS I ENGINEER/ f DESIGN ENGINEER. OVER 0.40" AGGREGATE BASE�OVER 1.65* COMPACTED 1,___'.__ - --;----f ,C--- EXISTING STORM DRAIN �- REFER TO SEWER & STORM DRAIN PLANS 0 TAPER NUMBERFOR TAPER DESCRIPTION CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS q) ITEM OF WORK - SEE SCHEDULf ( ) TO 90% OF MAX. TO 12"' BEYOND it PER C.O.B. STD. ST-9. � � r!;:r!:= u- CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. � CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/S WINGS . " INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT 4. -LOCAL STREETS - PAVEMENT TO BE -0.20" TYPE "B"' A.C. OVER 0.40 9 AGGREGATE BASE OVER 0.50 9 . - PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) (D BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE s SEWER - REFER TO SEWER & STORM DRAIN PLANS U) LLJ M Ld M I----- � �Z, pjwj ==> BIKE LANE MARKINGS PER CAL-TRANS STANDARDS AT SAME THE -nME. REMOVE AND SALVAGE SIGN WITH Z DENSITY PER C.O.B. STD. ST-9. -----..-.-----. � .--I------ EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS DJACENT UNIT. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. � - Sk CAL-TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE ( ) PAINT 12" LIMIT I-INE USING THERMOPLAS T]IC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A"' WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. ;� , '�e - STANDARD SPECIFICATION 8010-21C-19. - I 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - 5; C) LLJ .CC �� m . w �� m m �� m m �� TRACT BOUNDARY ldmftl� Ida. mmak 5 I uj *STOP" MARKING PER CAL-TRANS STANDARDS ( ) INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED- GRADE. x cl '*AHEAD" A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE � � � � � � � � � � � UNIT BOUNDARY mim MARKING PER CAL-TRMS STANDARDS . :Z IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE M r" =4> C��4 1=1-:> 1_17�'� --l' EXISTING STRIPING AND MARKINGS, TYPICAL q 1 CONSTRUCT 181 BOTTOM WIDTH DRIVEWAY W/3' WINGS _<_ SAME AS SHOWN IN THE APPROVED PLANS. SHOULD . NOTE: I . SEE CALTRANS, TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST-4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 1 0 X. J.- . ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND D CONSTRUCT TYPE W MEDIAN CURB WITH 1 0"' REVEAL DAYS PRIOR TO PAVING. I MARKING SHALL BE THERMOPLASTIC PER CALTRANS , PER C.O.B. STD. ST-2 (REVISED 6-2-99). 1 . STANDARD SPECIFICATION 801-0-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS :z (n � . � . � I OTHERWISE INDICATED. . � � I __ 21+00 I - . I _� I � � . I � I � � I � I . I I . . - . . �, . I I I . I . . . � I I � . I - . � I . . � I . I I I I I . 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Q a o0 00 ---am- 1 40 r� U o 0 0 0 oQ o 0 0 0 0 0 0 0 0 0 0 o o STA. 9+ 77.35 C.L., 87.05LT. = w z- I m in c ,`o Lo >_ °• o o o �- °• w ° °o °. °° .4- - - � L-i �-- o o >- o o >- o o o o >- o . �- o Z co Z w co >-- M ro I cn r, � �i Ln w cQ � ,..ri c� � d- cn c� �i o +� o a cc� LO o ,p o 5 1 1 Ln - + + Q oo p Q Q �' + + �- _ + + cn Q Lr Q ao Q ►� Ln Q N Q Q + _ + + - o0 + + W ;t-STA. 8+89.00 F.L. � , 0 0 0 � 1 � i � � N � I v N N -j � I � I � i � I � i � o co o co � � � r. w .� TTA. .�.�� _ _ 00 o r- r- Li! + �.._ W -f • .+ W + %_ r + F- r- e-r- < W W + + W + + W "�- W "� + W + + W "�" m .•- + M a- r W + -r-- .- Z M (] �% Q ! O,r7 > o Ir > rvl r Ir> r I�"Q_ M > N I''�> � I''�' > I4> ice' > I�> r �_,...._ 9 +21.V7 "F. 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T -19: -------- - - - - -- PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST--1. 1 • FOR SEWER AND STORM DRAIN, SE SEVER AND F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1 -1" - STOP "W1-1" - CURVE ARROW I STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "R6-1 " " " 2 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3, 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE "" -ONE WAY W3 -3" - SIGNAL AHEAD �R FURNISH &INSTALL IRRIGATION CONDUIT BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R5-1 - DO NOT ENTER w3 -1 -STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -1" - NOT A THROUGH STREET is 3 0.40' AGGREGATE BASE OVER 0.80' COMPACTED "R3 -5R" -- RIGHT TURN ONLY "W14 -2" - NO OUTLET FURNISH &INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN R SP A 8 8 A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE " " " " 3 T _ 5 T s O. - W1 -7 - DOUBLE ARROW _ G TO COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB "R81(CA) BIKE LANE " " � � -• FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST 3, PER C.O.B. STD. ST -9. R7 -9 - NO PARKING /BIKE LANE WN1 -fi - SINGLE ARROW TR3 =NO. 3 1 /2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE , P I VC POINT of INTERSECTION TP TOP OF PAVEMENT S A WC U T EXIST. E.P. 1 BACK O R A S DIRECTED B Y THE CITY _ OF VERTICAL CURVE FC FINISH CON -CRETE _ _ p _ 0 CURVE NUMBER FOR CURVE DESCRIPTION 5 3. ASHE ROAD PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB R .WIN RIGHT -OF -WAY STORM DRAIN REFER TO SEWER &STORM DRAIN PLANS ENGINEER/DESIGN ENGINEER. O�/Ej� 0.40' AGGREGATE BASE OVER 1.65" COMPACTED P A _ M� -- -�-� H - �- --�-- EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1 TAPER NUMBER FOR TAPER DESCRIPTION 3 o CTED CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST-7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 6 COMPACT SU B GR ADE TO 90% OF MAX. TO 12" BEYOND 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE PER C.O.B. STD. ST-9. GUTTER LIP TO A DEPTH OF 12 , X EXISTING SURVEY MONUMENT CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS. - CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) A.C. OVER 0.40 AGGREGATE BASE OVER 0.50 A 11 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE - .__ ... .,._.�.w._...�.�..��.,.�_9___._ � � __ _ �> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD . ST-9. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. ,7 �._ EXISTING SEWER REFER TO SEWER & STORM DRAIN PLANS ERA CONSTRUCTION OF ADJACENT UNIT, -O- FURNISH &INSTALL STREET LIGHT --5804 LUMEN PER G.O.B. STD. ST -14. 0 SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS.. GAL -TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LEFT OR RIGHT AS APPLICABLE 8 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS P STANDARD SPEClF1CATlON 8010 -21 C -19. ER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. -- D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. . "STOP" MARKING PER GAL -TRANS STANDARDS 6, ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 900 • . � - • � TRACT BOUNDARY INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN SECTION DESIGNATION: " " A73C WITH W- 31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE .� mHE�� AHEAD MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE � � ■� � �■ +� ■� ..� �.. UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. L � SECTION LEVER PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE A �" J'r',- `= .-� EXISTING STRIPING AND MARKINGS, TYPICAL > _ ,_.,._._, _ _ _ ^ -10 CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION IS SHOWN WITH (T) SHALL BE STRIPING TAPE SSP OR SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 ALL PERMANENT STRIPING &PAVEMENT MARKINGS ( ) DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND . STANDARD SPECIFICATION 8010- 21C -19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS . OTHERWISE INDICATED. 12 +00 360 356 352 348 344 ._l____4 340 13 +00 D N / A -02 0 �r/ll rte.; I - 2 0 � �., .�t .. ;�/�+F �..¢b�{+fY.= "i -�.(�. 1P.d4.t[A�S!4l: H�JUtriPtf.v4"L'piS4b]' ' d I r' I i .. - N '.w. ? y� 'i.7K Y°61.4??4'aYFl3t�k;iitviwF 'k-7'ffw'i'fi" MSS "","x l*iwl,ol lo.�"". k- S.rcAE?.aa rr �,'s -*r .,ra< cT,v.Rx�ps *,-r- ",+,ww'l,w,t , ,Ar.,,,A �(�Fa.'aH.�'iUY:rAr,r�Ai�'ai fgFl,«b_- - . A 1 `�� 6� �� 's it j _> U O 41 W I" 0 �I� in Q W ) 1 J 1 cn 0 9 z � ". nj= = W w X __%lh� U M ...", '011 2 C? - W < �. z o . " .�11; _ OD o MIA v } h ` x I ui f-- *- / v� �'" !�, U w 0 o D; U % rk.- co 0 �%} � 12 f- a 0 Z V) F- � Q w CD �_ J °a 0 0 z v ' 3 Q ui : d U W , Q o- 0 n cW >' � W W � � c� (D 0 O 0 N Q cif O Ir- o W al (D 0) LL L I 0 5 zvri" z >0 J 40�: 0 9 z � ". nj= w X __%lh� ul CO ...", '011 2 C? - W < �. . " .�11; _ OD MIA } h ` x ui f-- *- z v� �'" � w 0 o D; i % rk.- co 0 - LL � 12 f- a 0 o C .�.. F- � Q w J °a 0 0 3 Q W al (D 0) LL L I 0 5 zvri" 360 356 352 hr -00 c6 T 00 LENGTH TANGENT DELTA 1 20.00* 31.42* Lo lo 90000000" 2 SAMUELSON STREET SEE SHEET 4 to C) C) 00"53*33* 3 C) UN 3.89" >; 3 C) C) MAINE AVENUE 7.79" I c> I 520.00" C) 8.10* f C5 20.00* 32.04! C> i 91*47*05" U- cs SEE SHEET 14.29* pe) 8 30' 30 11:11 C> u) + 134*24!55" C> C) cc + 42.00* >; 42.87$ 268*49950* _0 30 30' 37 U- 0 20*' 20 zli-E C) __j _j __j v 26* -1 20, C) Ad - + mv) Lu C5 5' __j I W m Co FROximA 00 < t b G OOND 0 �CENTERLI E i m + © V_ + I S= 6.25% u- F 5 m t 5 cn T CD C) C6 ci qq- 14- o C:) 0 C> Lo z c>0 C� C) * * C>c� Lo Ul) 18 - 8 C) C) C36 corn -00 T4, 38 ch co r%_ cp 00 00, co It 31: oz m C" ++ 0 C) 9 m + V-- =3 + 0 I m ++ IV- V V_ lw_ - ++ c%j W_ A Im = S=0 S 0.25% 61% cn - 00 NJ - - - - - - t PROPOSED EkST M, __j UJ uj uj o6 _J w uj 4 38 00 P 0) 00 00 Ir- w in in R/W c--)j cn cn in 2 m cn cn co 00 cn 9 00 _uq > uj _j W W ui . . ........ m.� - 37 1 C LII - 3 3 INTERSECTION 60% JI C) rn c) CN 81* SEWER SEC11ON STA. 10+0000 C.L. BERING LN.= STA. 20+38.49 C.L., SAMUELSON ST. NOOR5113"t- S_ 300.u0 LLJ STA. 13 +00.00 C.L. BERING LN.= D 11+00 -D 41i 12+00 K I STA. 20+96.16 C.L., MAINE AVE. rl IN -Z-01 C) CN 18" DRAIN D D N 3 co 3 2 R/W 39 W `r 6J4J8 < 11 6J4 J3 N w 36 bco I I o') w cl:)_ C) p cn 00 C) C) M 00 a C) 8 C> 19 C> r -J_j --J__j --J__j L3 LL: 1 5' 1-1 20'1 1 301 1 2 C�C� CDC) C� C) aa C> C) C>C) 6 6 30 30' 20 130 C5 C5 14- md- z cid Lo US A 40 SAMUELSON STREET SEE SHEETS 4 & 5 + 6c=� m + + 4- 4- + + MAINE AVENUE SEE SHEETS 3& 5 < < En En z cn cn m En cn IN A N SCALE.- 1 50' HORIZONTAL 1 5' VERTICAL 360 356 352 hr -00 c6 10+00 356 352 3-4-8 34-4 11+00 12+00 360 356 352 348 13+00 T 00 LENGTH TANGENT DELTA 1 20.00* 31.42* Lo lo 90000000" 2 00 to 3.89 00"53*33* 3 t. 7.790 3.89" >; 4 500 O v 15.58! 7.79" I c> I 520.00" 16.20* 8.10* f co 20.00* 32.04! C> i 91*47*05" U- 35 .00* LA_ 14.29* pe) 8 + 6 it ATVKUXIMA • C, m GqOUND @ ENTERLINE R4§% 11:11 C> u) + 134*24!55" C> C) cc + 42.00* >; 42.87$ 268*49950* _0 C4 U- 0 zli-E C) C) Ad - + mv) Lu C5 __j I W m Co FROximA 00 < t b G OOND 0 �CENTERLI E i m + © V_ + I S= 6.25% ui cn m c� m In T Palo -00 T4, i ch co r%_ cp 00 00, co It PR POSED W�ST FL !NE m C" :z A = S=0 S 0.25% 61% - 00 NJ - - - - - - t PROPOSED EkST __j UJ uj uj o6 _J w uj 4 10+00 356 352 3-4-8 34-4 11+00 12+00 360 356 352 348 13+00 10+00 11+00 12+00 360 356 352 348 344 13+00 CURVE TABLE CURVE 00 LENGTH TANGENT DELTA 1 20.00* 31.42* 20.00' 90000000" 2 00 7.79* 3.89 00"53*33* 3 500.00 7.790 3.89" 00'53'32" 4 500 O v 15.58! 7.79" 041'4T{5" 5 520.00" 16.20* 8.10* 01'47'05" 6 20.00* 32.04! 20.6S 91*47*05" 7 35 .00* 27.1 3* 14.29* uj 8 42.000 98.53 99.95$ 134*24!55" 9 42.00* 197.06* 42.87$ 268*49950* >; U- 0 C) C) Ad - + U- w C> C5 __j I W m Co FROximA 00 < t b G OOND 0 �CENTERLI E i m + © V_ + I j3 ui cn m c� m In V) "I :z A = S=0 S 0.25% 61% - 00 NJ - - - - - - t PROPOSED EkST o6 FL INE _uq > uj _j W W ui € UJ 1 C LII - 60% JI 10+00 11+00 12+00 360 356 352 348 344 13+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00* 31.42* 20.00' 90000000" 2 500.00* 7.79* 3.89 00"53*33* 3 500.00 7.790 3.89" 00'53'32" 4 500 O v 15.58! 7.79" 041'4T{5" 5 520.00" 16.20* 8.10* 01'47'05" 6 20.00* 32.04! 20.6S 91*47*05" 7 35 .00* 27.1 3* 14.29* 44*2455* 8 42.000 98.53 99.95$ 134*24!55" 9 42.00* 197.06* 42.87$ 268*49950* THORTON AVENUE STA. 10+00.00 C.L. SELMA ST.= STA. 12+25.55 C.L., THORTON AVE. 26 25 I Q � cr i S r 1.0- cy) cc*4 co co THORTON AVENUE SEE SHEET 356 352 348 344 340 < c cn M A T T SCALE: 1 50' HORIZONTAL 1 5' VERTICAL 7 !00 <n 40 8 1. -45 �s � 4 s. .t, r. 7 elk 45 C" 10+00 356 352 348 344 340 11+00 12+00 13+00 14+00 15+00 16+00 m 0 1_0+001 11+00 12+00 13+00 LEGEND', LEGEND: WONT. ) (CONTJ LEGEND., CONSTRUCTI0N NOTES: NOTES., ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - -- PROPOSED SAWCUT LIMIT LINE D - CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE. POVC POINT ON VERTICAL CURVE *Rl-l* STOP *Wl-l" - CURVE ARROW ( STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE *R4-7" KEEP RIGHT :W31(CA)" - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE *R6-1" -ONE WAY W3-3* - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 25-1" - DO NOT ENTER *W3-1" - STOP AHEAD - 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30$ TYPE "B" A.C. OVER ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26(CA)" - NO PARKING *Wl4-1_* - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE. A. 0.401 AGGREGATE BASE OVER 0.80* COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE *R3-5R* - RIGHT TURN ONLY "W14-2' - NO OUTLET ul 123 TR5 TR6 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE. TC TOP OF CURB "R3 -5R - BIKE LANE '*Wl-7* - DOUBLE ARROW - FURNISH & IN-STALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. PER C.O-.B. STD. ST-9. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9" - NO PARKING/BIKE LANE *WI-6* - SINGLE ARROW TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE SAWCUT EXIST. E.P. 1" BACK OR AS DIRECTED BY THE CITY OF VERTICAL CURVE FC FINISH CONCRETE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 CURVE NUMBER FOR CURVE DESCRIPTION 5 ENGINEER DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. P F.O.C. FACE OF CURB R/W RIGHT-OF-WAY 0 0.40 AGGREGATE BASE OVER 1.65' COMPACTED TAPER NUMBER FOR TAPER DESCRIPTION EXIS11NG STORM DRAIN REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST 7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. COMPACT S U B G R A D E TO 90% OF MAX. TO 121* BEYOND ITEM OF WORK SEE SCHEDULE *$ PER C.O.B. STD. ST-9. STORM DRAIN MANHOLE REFER TO SEWER & STORM DRAIN PLANS W GUTTER LIP TO A DEPTH OF 12 @ EXISTING SURVEY MONUMENT 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE $*B" CATCH BASIN REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/39 WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) BOUNDARY -OF TRACT IF ADJACENT UNiT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE jRX.=:t> BIKE LANE MARKINGS PER CAL-TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. EXISTING SEWER REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. --C>- FURNISH & INSTALL STREET LIGHT-5800 LUMEN . MEN PER C.O.B. STD. ST-14. SEWER MANHOLE RUE SEWER & STORM DRAIN PLANS. S6 CAL-TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "'A" WITH 3.5" OPENINGS FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-1.9. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 900 *STOP" MARKING PER CAL-TRANS STANDARDS INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN 6. ADJ-UST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION: m m m m TRACT BOUNDARY MOO *AHEAD" MARKING PER CAL-TRANS STANDARDS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION LfTTER UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3v WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST-4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WERE SECTION IS SHOW ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (ST) OR CONSTRUCT TYPE "*'Mp MEDIAN CURB WITH 10" REVEAL SHALL BE SUBMITTED TO .THE CITY FOR APPROVAL 10 TO BE THERMOPLASTIC- PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND 11 DAYS PRIOR TO PAVING. STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS PER C.O.B. STD. ST-2 (REVISED 6-2-9-9). STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 1 IRMO#] iuo-yff I N vf-� 10, 0 M 3 WA A "lw SEE SHEET 7 28 30 301r-," I 20 20' 5' 5 i. 1 27 z: r., 0 p CD VJ 1 00 14- r%Ll M I STA. 10+00.00 C.L. SELMA ST.= STA. 12+25.55 C.L., THORTON AVE. 26 25 I Q � cr i S r 1.0- cy) cc*4 co co THORTON AVENUE SEE SHEET 356 352 348 344 340 < c cn M A T T SCALE: 1 50' HORIZONTAL 1 5' VERTICAL 7 !00 <n 40 8 1. -45 �s � 4 s. .t, r. 7 elk 45 C" 10+00 356 352 348 344 340 11+00 12+00 13+00 14+00 15+00 16+00 m 0 1_0+001 11+00 12+00 13+00 LEGEND', LEGEND: WONT. ) (CONTJ LEGEND., CONSTRUCTI0N NOTES: NOTES., ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - -- PROPOSED SAWCUT LIMIT LINE D - CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE. POVC POINT ON VERTICAL CURVE *Rl-l* STOP *Wl-l" - CURVE ARROW ( STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE *R4-7" KEEP RIGHT :W31(CA)" - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE *R6-1" -ONE WAY W3-3* - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 25-1" - DO NOT ENTER *W3-1" - STOP AHEAD - 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30$ TYPE "B" A.C. OVER ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26(CA)" - NO PARKING *Wl4-1_* - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE. A. 0.401 AGGREGATE BASE OVER 0.80* COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE *R3-5R* - RIGHT TURN ONLY "W14-2' - NO OUTLET ul 123 TR5 TR6 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE. TC TOP OF CURB "R3 -5R - BIKE LANE '*Wl-7* - DOUBLE ARROW - FURNISH & IN-STALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. PER C.O-.B. STD. ST-9. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9" - NO PARKING/BIKE LANE *WI-6* - SINGLE ARROW TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE SAWCUT EXIST. E.P. 1" BACK OR AS DIRECTED BY THE CITY OF VERTICAL CURVE FC FINISH CONCRETE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 CURVE NUMBER FOR CURVE DESCRIPTION 5 ENGINEER DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. P F.O.C. FACE OF CURB R/W RIGHT-OF-WAY 0 0.40 AGGREGATE BASE OVER 1.65' COMPACTED TAPER NUMBER FOR TAPER DESCRIPTION EXIS11NG STORM DRAIN REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST 7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. COMPACT S U B G R A D E TO 90% OF MAX. TO 121* BEYOND ITEM OF WORK SEE SCHEDULE *$ PER C.O.B. STD. ST-9. STORM DRAIN MANHOLE REFER TO SEWER & STORM DRAIN PLANS W GUTTER LIP TO A DEPTH OF 12 @ EXISTING SURVEY MONUMENT 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE $*B" CATCH BASIN REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/39 WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) BOUNDARY -OF TRACT IF ADJACENT UNiT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE jRX.=:t> BIKE LANE MARKINGS PER CAL-TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. EXISTING SEWER REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. --C>- FURNISH & INSTALL STREET LIGHT-5800 LUMEN . MEN PER C.O.B. STD. ST-14. SEWER MANHOLE RUE SEWER & STORM DRAIN PLANS. S6 CAL-TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "'A" WITH 3.5" OPENINGS FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-1.9. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 900 *STOP" MARKING PER CAL-TRANS STANDARDS INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN 6. ADJ-UST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION: m m m m TRACT BOUNDARY MOO *AHEAD" MARKING PER CAL-TRANS STANDARDS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION LfTTER UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3v WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST-4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WERE SECTION IS SHOW ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (ST) OR CONSTRUCT TYPE "*'Mp MEDIAN CURB WITH 10" REVEAL SHALL BE SUBMITTED TO .THE CITY FOR APPROVAL 10 TO BE THERMOPLASTIC- PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND 11 DAYS PRIOR TO PAVING. STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS PER C.O.B. STD. ST-2 (REVISED 6-2-9-9). STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 1 IRMO#] iuo-yff I N vf-� 10, 0 M 3 WA A "lw /, / -G�75i I -S VJ 0 :z w W 1 NJ C LII - L-Li LLJ UJ p N v co /, / -G�75i I -S 360 356 352 348 344 QUEBEC AVENUE !I SEE SHEET 6 3 , 5' BIDDEF'ORD STREET o o SAMUELSON STREET B.C. _ '-- _ 1 0 , 30' a; il, ti, SEE SHEET 8 II. w ii. !{ O SEE SHEET 4 & 5 E.C. I Y �- 30' 30, I STA. 16 +86 27 C. STA. 9 +91.83 C.L., 111.54LT.= 20 20' � �' � � I � O � � n L., 100.40LT.= O o O ' o � , , 5 _ }- _ I A. 17 +90.97 F.L. STA. 8 +65.40 F.L. -� ; C? O .. °� -o...�.r cn o_ o �,� 20 20 ST P.R.C. 1 c� 3 m w N N 5� I N o r �- � N Uwe 5' I w STA. 9 +87.12 C.L., 99.43LT.= `� ° co c:) _ -; -; 30' 30' -s _ j -! tiN w w 0 P.R.C. 3 STA. 8 +78.47 F.L. 1 ,° N rn � �,�.: I 6 �: 6� ,J 1 z C3 v L �.. w d- 0 87.05 T= 31 v� ao + 20'.- 20 0 " to to STA. 16 +88.91 C.L., L . DRIVEWAY ! c� z •- °+' d- N N N I N N co 0 0 o h N N -�- -{- ° oci C I 1 I N U o N N o m ° STA. 17 +77.27 F.L. C6 co* U ¢¢ �� cO N N r t 00 c� w 0; C5 ��Z r� STA. 9 +06.38 F.L. E-i- + + oo �- -�- + + m + + + +� + + c3 ¢¢ w DRIVEWAY m cn cn O 0 O co co I— F- !" �� m o co co m r- w cn cn w N I STq. 17+ o w 54.21 . STA. 9+24.83 F L c? �c �c - < a a a'-- �' o F.L. I © �--- c-- Q I cv �`.., ¢ w ;� v P � Q �,- c- c.?-- c- z f-- c-- rn t o w V) m �-- m cn cn V) rn w cn m cn m m cn m o cn to ao I z DRIVEWAY cn 00 m 2 STA. 17+35.76 F -- STA. 9 +43.28 F.L. ac R/W 2 �"' R/W _ DRI F.L. 4 634L 7 -- - - - ---- - VEWA Y � STA. 17 +17.31 F.L. F 32 2 0 0 5 5 0 1 R/W '� ° 1 `�' ',`' 0 CN 18" DRAIN `" 1 6 SEWER 6 cv _ 14 +00 _ _ F �. N00'ST13 "E 11 +00 _ - 12 +00 13 +00 - - ' ' _ " _ - _ _ - 2 o,�A ` _ _ - -� .}- - - 366,27 S -I--- 1V00'5713 E - 152.80 1 + 0 N00'57'1 YE 16 +00 + 147.20' I let S ;l, ° 6" SEWER 6 SEWER �, r-cl 0 1 sX S� 3 X> 6' Off. - - ,i 9 O • st � R W � � 2 �. r O O • •' Qo � 1 � � I cfl � 1 c� � 1 co � t � ap � C- 10 � N ,c` � os O o O o O o t-_ � __-y tj3 �' -� '- • r � o Q I co i '- � o i ; o I m rn o V-) C) _ _ �' ?�' --'► O %" ' s,� �P• 2 Q X �= w w W �-'-' w �- o N¢ o 6, cr► rn� O 6' I t- N N _t W of > > O o O N cl-I C7 X N C°N j �'`� © > r -�- > + 14 4 + N b) O N N p y+ 'E' + �j O '^ C� + +- ix t,_ Nt- � /yam N N Z 'Y r --- �.l.J I w w f N N -� O m w J T N A O Q` + _„ir _i ° ° t-1 ° Q I ° I o ° ¢ `-1 ° ¢ --� -..i 1 (z o0 1 J , 1 v' • s� o � e cn Q I c_ cn cam, v� Q I c cn Q 1 p © c� c~t� Q i c� cn c.v I 5, I v v " � -� N `° �- t I F-- f- = m co co 30 30 w N t� -`"' d`fl. � 00 00 cn v' � � � °• 0 20' 20' aro. ago. N Lo r- �I rnrn o° QCU r�� mttn �� o © + + CO co N IT- T_ V_ O I� O d+ + + -J - N O OYSTER WAY Co 0 0; SEE SHEET 13 `�' `�' �' UN w to U � <g a. m m cn cn �,,� m cn cn m cn cn a. cn to •tt - E.C.R. STA. 15 +59.06 C.L., 20.00RT.= Y D IV STA. 15 +59.06 F.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 ___..._4.v...__w -... __�_.�_.w� .. �.�.... ti�_.. __.•, w�__w -__� W _ . , .. _ ��..� _ ;� s -_w_ _ {.� �� _ - �� f o f OD l i s # s 1 ? ' loo Gi UJ d M 4 j t # 1 J Go m 3 W �1_ # _...___. __.4 _ _ _ _ ___ _ s� �� .�w _ ._ _ = w o? _} _ _ _ µ__fa____. _ _� _ 356 xw �._�. �.._�_,�_..�. ; ....LL_�..�__.�_.�.�.._ �_.w._.�..._.�,___..� . J �..�:�...�.�.- .�.�._� ; .��w_.�.�_.�.�..._...�_�.�w� , �._.._�., �,__�___..� ��...�....��.�... _�.,_M.��.._�.�� �.�. _ __ .�_..�.�..W___.�.�..__.�_.���.. � �. �..--_ __...�...w._,�...- .�.._ri.._�. -. i w � .�..�.� a 3 s w f ` } i w I� � i J i ' t s j i- u- F L('� J 6 y w 7 F w £ i 4 S •f t s ¢ Lo j � SS yy A to T� < } may. p f f i to w w a s i i i to = i mlQ 352 �..w...�._._....- - _ �.�. ...�.�.,.��. .�_�- __�- ____.�.._ -- rn APPRO IMAIE EXISTING � �? � ��'• " � i � � � i m cli � I Q k I GROUN 0 CEN RUNE ('' /� S^•-�J. 1/ f 0.25% tj - S =0.51 1. _.,_._ E . �_� . __ __�r ._-� _ _ _ .._ �__. n _ .. M�__.�. V .__._ 348 .�_.�.�..�.�_�... ._.- ��._..�.._.� _._.._.���..�.. �.,�._ -_ { - .�._.._.. -.. � _�..,.� .�. # ...._w�..��.,���_ �_..��.��.. rv..ww� -.� �_.._..�._._.. r�.���� .___.�..�� �- .�_._.� ..�_._... �,. _ _�. .___�..�.�.�. .�, __, e� 3 � � f � i J ' 1 S= b.52% s 1 f m V• V• ! O c6 00 1 po 344 . - _..-_.�`-_ -��. .��....w.._....�. �__ �...�.. �w _._:...�...._......�._ ..�.....� _...�._.. �...,�.��� w UJ ..�.,_.��.._.�.�.�.._. i �..�. .�-- ____^......,�... � t i i 1 i a { �. � j N �• 1 i �, F � 1 z i 1 ' � �. 340 � _�.,._.�,_...,.�..�._ � .._�._._.__._.. ..�..__._ .�...... ..- ._�._...,.....�__.._ � ,._,. -..�.� ..._.,. .�.w.�._._._ , �._._. �_, �.._.._.. �.-.._ �. �....__..... �._.. ....�,- _- .�_.....w..�...�..�.�_ , ,. �.. �__. �. �.. �._......e.__,._..__��._,..�..� .. �.,_... �....., �._ .- �..._._.....y...r.�.e......� _ � .�.,..�... _.��_ ...,�.._...,,...._. �..�. -. ..�...�....v�__�..Y..._�.._� ...,�..._....�.. ._ UN 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 360 356 352 348 344 340 u 11 11 QUEBEC AVENUE Io V Il �J �� IJ _ � V Il �J � IJ C� SEE SHEET 6 _ o 1 30' 1 30' CD O LENGTH w 23 20' 20' N 13.07' � /J� ..J 21'23'22" 2 w J ` 0 U- 144'21'34" 5 I -j -i cv o� cr o O 22'25135" _: 5 c.�� �o O ¢00 Lo o o► 1 5 O O ¢ O C:) -i- + + 90000'00" z 0 0 ter- r 4 + T- m - 1 134'51'11 " �w�„ o© °° Q ~ ac¢ 90000100" w o a Of z, cn o cn cn i m o . I— ca- R/W a cn 24 wM aoa� W w cn cn a " OQ i 3 N _0 U1 5, � 32 a -' -' 5 1 8" SEWER 7 1 s, ►, I i _I00'ST3 E- S s 30' - -•-- - - - CD 0 � - - 11 +00 30" DRAIN INTERSECTION I .�, 1 ° 1 ;r,f o STA. 10 +00.00 C.L., MERCHANTS LN.= 3 U STA. 14 +66.53 C.L., QUEBEC AVE. I 25 ..ry 2 NN w � � C-4 � U C. ,� It- 634E li• I U) N o O o Q O o loo N + N 30' 30'' I v� Q vi 26 20' 20' o °o �' Q °a I 1 co co o° Z o 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 13.07' 6.61' 21'23'22" 2 84.00' 211.64' 261.31' 144'21'34" 3 35.00' 13.70 6.94' 22'25135" 4 35.00' 59.31' 39.63' 97005159" 5 20.00' 31.42' 20.00' 90000'00" 6 84.00' 197.70' 202.06' 1 134'51'11 " 7 35.00' 54.98' 35.00' 90000100" 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 1 _/+uu 360 356 352 348 344 20 n C) BIDDEFORD STREET J O SEE SHEET 8 N i 30' bO' 20' U !i I v' °O 00 CD Om } i ! 34 Tj N N I z t� • N U HH w ari cn cn V m Q 1 W - o cn cn w I 3� ''` Ck INTERSECTION 5 STA. 13 +00.00 C.L., MERCHANTS LN.= STA. 12 +10.00 C.L., BIDDEFORD ST. -2 +00 S � 33 O 3 i i �-- R/W 21 9 1* ) U AVENUE + o + + QUEBEC O O SEE SHEET 6 °D '� UN T of 6, 1¢- H F- w cn cn o cn to 356 352 348 344 340 MERCHANTS LANE SCALE: 1" = 50' HORIZONTAL. 1" = 5' VERTICAL 10 +00 356 352 348 344 340 11+00 12+00 356 352 348 344 340 13 +00 10 +00 11 +00 12 +00 • LEGEND: (CONT-)LEGEND: (CONT.), CONSTRUCIION NOTES: NQIESO- ABBREVIATIONS LEGEN �. Rl -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -- PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND � " " " " STORM DRAIN PLANS FOR DETAILS. F.L. FLOWLINE POVC POINT ON VERTICAL CURVE R1 -1 - STOP Wl -1 - CURVE ARROW C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 --7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. MCKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE »R6 -1» - ONE WAY "W3 -3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R5 -1 - DO NOT ENTER W3 -1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26 CA " - NO PARKING "W14 -1" - NOT A THROUGH STREET ,�, 3 PAN RSP A88A CASE A. 0,40' AGGREGATE BASE OVER 0..80' COMPACTED ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE " ( } _ " _ FURNISH &INSTALL INTERCONNECT CONDUIT UNITS STANDARD L T COMPACTED TO 95% RELATIVE DENSITY R3 -5R - RIGHT TURN ONLY W14 2 NO OUTLET O.G. O B E C C BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "Wl -7" - DOUBLE ARROW TE3 T T,�s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST-3. EC END CURVE TC TOP OF CURB "R7-9" " " PER C.O.B. STD. ST- 9. N R7 -9 - NO PARKING /BIKE LANE W�11 -fi - SINGLE ARROW TR3 =N0. 3 1/2 SIZE TRS =NO. 5 SIZE TR6 =N0. 6 SIZE E.P. 1 ' BACK 0R A S DIRECTED B Y THE CITY _ PIVc POINT OF INTERSECTION TP TOP OF PAVEMENT 1 CURVE NUMBER FOR CURVE DESCRIPTION �, SAWCUT EXIST. E 3. ASHE ROAD PAVEMENT TO BE 0.45' TYPE "B" A.C. OF VERTICAL CURVE _ _ _ Q > FC FINISH CONCRETE D STORM DRAIN REFER TO SEWER & STORM DRAIN PLANS ENGINEER/ ENGINEER. OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED F. 0. C. FACE OF CURB R/W RIGHT-OF-WAY 1 TAPER NUMBER FOR TAPER DESCRIPTION C.O.B. O.G. TO B E COMPACTED TO 95% RELATIVE DENSITY EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER STD. a FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. 0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® 11EM OF WORK SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12 " 6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. . r.T..• , 4. LOCAL STREETS - PAVEMENT TO BE 0.20 t " TYPE B " „4k. EXISTING SURVEY MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26 , BOTTOM WIDTH DRIVEWAY W/3 WINGS PER C.O.B. STD. ST -4. UNLESS OTHERWISE NOTED) INSTALL W -31 (CA) SIGN WITH OM4-�3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. � s SEWER -REFER TO SEWER &STORM DRAIN PLANS ( BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE _1.w __ �a� _,_ ... , r. _a, ��_ . _�� _�. EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS 51 .� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T CONSTRUCTION OF ADJACENT UNIT. _ 5. ALL CATCH.- BASINS TO BE TYPE "A" WITH 3.5' OPENINGS --�- FURNISH &INSTALL STREET LIGHT -58110 LUMEN PER C.O.B. STD. ST -14. � SEWER MANHOLE REFER SEWER &STORM DRAIN PLANS. � CAL -TRANS TYPE IV ARROW PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS LEFT OR RIGHT AS APPLICABLE $ SPECIFICATION 8010-21C-19. PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. LIGHT -9500 SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. STANDARD -�-- FURNISH &INSTALL STREET GHT -9500 LUMEN PER C.O.B. STD. ST -14. � 5700 " sTOP " MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER L MANHOLES TO FINISHED GRADE.. ■� � � ■�� � � �■ � � .... � SECTION DESIGNATION: TRACT BOUNDARY AHEAD " AHEAD " MARKING PER CAL -TRANS STANDARDS ' A73C WITH W- 31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE 7. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE SECTION LETTER �1°' "�' '� '� '� �"' '�'"� ... UNIT BOUNDARY IS TO GO FROM FLOWLI N E TO FLOWLI N E. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL ' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD � 10 CONSTRUCT 18 BO PER C.Q.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010 -21 C -19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 356 352 348 344 340 13 +00 �0� /3 0 DKI 0 Q �o r w w z z W J V W U) 1 � � m J J a Tj z a i{ w -J- co 1- cn CN o O co ua " OQ i N _0 U1 5, � 32 -' -' 5 1 1 C.) w 30 30' CD 0 � ° U CD + BIDDEFORD STREET NN SEE SHEET 8 af U C. H-- F¢- cn cn MERCHANTS LANE SCALE: 1" = 50' HORIZONTAL. 1" = 5' VERTICAL 10 +00 356 352 348 344 340 11+00 12+00 356 352 348 344 340 13 +00 10 +00 11 +00 12 +00 • LEGEND: (CONT-)LEGEND: (CONT.), CONSTRUCIION NOTES: NQIESO- ABBREVIATIONS LEGEN �. Rl -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -- PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND � " " " " STORM DRAIN PLANS FOR DETAILS. F.L. FLOWLINE POVC POINT ON VERTICAL CURVE R1 -1 - STOP Wl -1 - CURVE ARROW C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 --7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. MCKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE »R6 -1» - ONE WAY "W3 -3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R5 -1 - DO NOT ENTER W3 -1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26 CA " - NO PARKING "W14 -1" - NOT A THROUGH STREET ,�, 3 PAN RSP A88A CASE A. 0,40' AGGREGATE BASE OVER 0..80' COMPACTED ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE " ( } _ " _ FURNISH &INSTALL INTERCONNECT CONDUIT UNITS STANDARD L T COMPACTED TO 95% RELATIVE DENSITY R3 -5R - RIGHT TURN ONLY W14 2 NO OUTLET O.G. O B E C C BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "Wl -7" - DOUBLE ARROW TE3 T T,�s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST-3. EC END CURVE TC TOP OF CURB "R7-9" " " PER C.O.B. STD. ST- 9. N R7 -9 - NO PARKING /BIKE LANE W�11 -fi - SINGLE ARROW TR3 =N0. 3 1/2 SIZE TRS =NO. 5 SIZE TR6 =N0. 6 SIZE E.P. 1 ' BACK 0R A S DIRECTED B Y THE CITY _ PIVc POINT OF INTERSECTION TP TOP OF PAVEMENT 1 CURVE NUMBER FOR CURVE DESCRIPTION �, SAWCUT EXIST. E 3. ASHE ROAD PAVEMENT TO BE 0.45' TYPE "B" A.C. OF VERTICAL CURVE _ _ _ Q > FC FINISH CONCRETE D STORM DRAIN REFER TO SEWER & STORM DRAIN PLANS ENGINEER/ ENGINEER. OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED F. 0. C. FACE OF CURB R/W RIGHT-OF-WAY 1 TAPER NUMBER FOR TAPER DESCRIPTION C.O.B. O.G. TO B E COMPACTED TO 95% RELATIVE DENSITY EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER STD. a FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. 0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® 11EM OF WORK SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12 " 6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. . r.T..• , 4. LOCAL STREETS - PAVEMENT TO BE 0.20 t " TYPE B " „4k. EXISTING SURVEY MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26 , BOTTOM WIDTH DRIVEWAY W/3 WINGS PER C.O.B. STD. ST -4. UNLESS OTHERWISE NOTED) INSTALL W -31 (CA) SIGN WITH OM4-�3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. � s SEWER -REFER TO SEWER &STORM DRAIN PLANS ( BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE _1.w __ �a� _,_ ... , r. _a, ��_ . _�� _�. EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS 51 .� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T CONSTRUCTION OF ADJACENT UNIT. _ 5. ALL CATCH.- BASINS TO BE TYPE "A" WITH 3.5' OPENINGS --�- FURNISH &INSTALL STREET LIGHT -58110 LUMEN PER C.O.B. STD. ST -14. � SEWER MANHOLE REFER SEWER &STORM DRAIN PLANS. � CAL -TRANS TYPE IV ARROW PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS LEFT OR RIGHT AS APPLICABLE $ SPECIFICATION 8010-21C-19. PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. LIGHT -9500 SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. STANDARD -�-- FURNISH &INSTALL STREET GHT -9500 LUMEN PER C.O.B. STD. ST -14. � 5700 " sTOP " MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER L MANHOLES TO FINISHED GRADE.. ■� � � ■�� � � �■ � � .... � SECTION DESIGNATION: TRACT BOUNDARY AHEAD " AHEAD " MARKING PER CAL -TRANS STANDARDS ' A73C WITH W- 31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE 7. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE SECTION LETTER �1°' "�' '� '� '� �"' '�'"� ... UNIT BOUNDARY IS TO GO FROM FLOWLI N E TO FLOWLI N E. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL ' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD � 10 CONSTRUCT 18 BO PER C.Q.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010 -21 C -19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 356 352 348 344 340 13 +00 �0� /3 0 DKI 0 Q �o r w w z z W J V W U) 1 � � m J J z W U _0 U1 � 5; W � U C.7 Z L!) W J m ?- Q < U W Of m 0 w w° w r w C-0 r-, Wo 00 C'14 co 0 �o 4, F CURVE TABLE II c> CURVE RADIUS LENGTH TANGENT DELTA 1 1 20-00' 31.42' 20.009 cn 900002002, 356 352 348 344 34C 336 (3 F- F--- m in V) A T is SCALE: 1 = 50' HORIZONTAL lot = 5' VERTICAL 356 II c> n n A N II J C) THORTON AVENUE C) 7 uj • c> uu ro + + cn C> SEE SHEET I c W uj k%4 I ' U- I 1 C:) 30 1 30 U- 30 c> C> C) C) C) EXITING APPROXIMATE TING __j _j 6 ul 1 L 20"_ - 20' �rM + n F- >- T'rc: e T C *L2 0 c) c> LL < C) C) f APPROX MATE EXISTING GROUNE cn 1 C6 V) Qf 5 - W: V_ 04 0 1�A .,7 m 5 a CD CD 25 �777777777_ 1 S= --0.51 %I 5' PROPOSED PR C:) co C) 6 AM t _j PROPOSED E�ST C3 c; 6 to LO LO + + - 14 ro x -q- a7580 m ++ IV- + uj N N 20' 1 Q 3i: Ld U3 Lj Lj U < < < <� L-L • O 6 f.0 LID 5' i cn w F- I— �- cn cn F_ cn cd cn cn NN 00 If- p m �v M R/W R/W L/ 2 U 00 a T_ 1 < m cn cn 634M cn 31 cn cn co Z c) cr_ �_.._. R/W 2 > _cI 100 w b) w z: 9 &7 1 24" DRAIN c) c1\11 3 uj 00 STREET IMPROVEMENTS co STREET IMPROVEMENTS .949 4S 1 CD .5u ul RAIN CD 3 PER TRACT 6758 TRACT BOUNDARY NOO '57'13"E- _12+00 PER TRACT 6758 150.00 1 11+40.00 C. L. T 110 4 3 a_0 I 150-00- T Uj Lucn 1 � INTERSECTION STA. 11 +40.00 V.L. CD CD C", w 5; INTERSECTION LINTE STA. 12+90.00 C.L. CALYPSO WY.= :: = - - = ::!k- WW cjI STA. 12+90.00 C.L., CABOT WY.= 1 STA. 12+95.48 C.L. QUEBEC AVE. 2 R/W < 1 En oo 1 STA. 13+95.37 C.L. THORTON AVE. J 2 R/W LL: n 634M CP Ii LL 32 II C) CD CD 11 2 00 C) C> C3 CD -4- 00 z b re) _j + 23 C) C> c:> 5 _j LL: 24 c; 30' -0 301 40- . ...... < C:) C::) V) i _j 0'm 20' 1-1201 30 30 z: 5 a 'C> -1 < 0 LL- 1 . I C:)C:) 20' 0 m 44_ + + 10 4 c)'D C)C) 1 VENUE THORTON A C) C) U1 L0 _-w c; 0* LO LO SEE SHEET 7 cr_ NN cn V) 356 352 348 344 34C 336 (3 F- F--- m in V) A T is SCALE: 1 = 50' HORIZONTAL lot = 5' VERTICAL 356 356 352 34E 344 34( 12+00 352 348 344 34- -0 336 13+00 --_ ++ 00 uj ++ QUEBEC AVENUE CN ro + + cn U- bi i I c W uj k%4 I ' U- I m C:) U- t U- < c> C> C) C) C) EXITING APPROXIMATE TING 4Gi 1 LO 0 m �rM + n F- HOUNL C UN t (n m U) C3 < QUEBEC AVENUE f APPROX MATE EXISTING GROUNE cn 1 C6 V) Qf f W: V_ 04 0 S=-0.15% = S = -0.513 -0.517o ' _7'77, 7 - �777777777_ 1 S= --0.51 %I m PROPOSED PR C:) co C) 6 AM t _j PROPOSED E�ST - 0 W F -!'W m En V)' c) to + T uj 'd 14 ro x -q- 9 C) C> C) C) uj t 20' 1 356 352 34E 344 34( 12+00 352 348 344 34- -0 336 13+00 --_ ++ 00 uj ++ QUEBEC AVENUE CN m + + cn U- P� n C" W, LL_ Lu + + V) < c> I U- 1 m C:) CD C) i 0 C> C5 LO C) m EXITING APPROXIMATE TING 'w'_ SEE SHEET 6 1 m '19 + + n F- HOUNL C UN t (n m U) C3 < QUEBEC AVENUE -4 < < Qf f W: V_ 04 0 7 C.D cn En 06 cn U) i 5=-0.15% 1 S= --0.51 %I m F- i- V) cn LL: 6 LAJ __j _j PROPOSED E�ST - 0 W F -!'W m En V)' c) to 1 13 uj 14 ro x -S;�-O-.5itqg 9 C) C> C) C) uj t 20' 1 20 7 UJ Ld U3 Lj Lj T < C:> C:) L-L O 6 f.0 LID 5' i cn C )) 675Q %..f C> C:) C3 C6 14- Nt CD CD ci 4- 22 NN 356 352 348 344 340 336 336 12+00 13+00 II C> C) II C5 OXFORD HILLS _j C) C) DRIVE C) THORTON AVENUE __j_j C) C) C> C) 6 6 SEE SHEET 2 _j o C5 SEE SHEET 7 6LZ L.L: cq 30' cq 30 c) c) A-1 30' 1 -1 A- 301 00 _j _j - -I - I _j T 20'1 .20' C) 0 6 u: ..0 du: 20 20' ro to 6 LZ c) 0 1 1 5) + + C) C) C) C) coo re) PO CD �!c C) C) C11C) C:>a v_v1_ < .. 1 C3 Zoo CD 6. C� 10 C) 5) TRACC,T < C) n w 6 z: CD r_% 4%j CD 1* 1* 41 LO LO Q Q to LO C3 << .1-4- m ++ 6 m + + C> + + +1 LID LO o75 m++ N W V) W LL.1 + IT- V %_ oc `- V_ Wi 634mi ¢ ¢ C) < cn En m cn p c" m V) V) cy) 0 2 V) cu _r_._... - -- V) V) co 0 :z 00 2 R/W ©o 2 R/W ....... =1 3 1 3 1Q I (6 3 CD ro C114 C, R C14 u`j 8" SEWER STREET IMPROVEMENTS 9 8" SEW cD -300.00 47 NOO'657'1' F-1 50. 00 --NO0I1 3"E S PER TRACT 6758 3"E D T INTERSECTION _�l D C:� 13+0 14+00 24" DRAIN 15+00 12+00 C) 00 3 STA. 15+90.00 C.L•, COASTAL LN.= TRACT BOUNDARY 24" DRAIN CD u_') CD 18 DRAIN it ff-) - __m STA. 18+69.76 C.L. OXFORD HILLS DR. sTA. 1+40.00 C.L_ 6J 7 1 4� . . ............. 0 : 1 L '0 ..Mo ..... R/W __j 2 14- 00 /w LL_ Lz p (n 11 d CD (D C" rn LL ;j� CD CD CD c) (D 00 CD C) __j < CD C� CD >_ - C� A I --d- CD C) z U);;o I C) C� 8 >- C! C) C) 48 c> (D 00 6 1 1 _j C> U) + 0 _14- C) C) 0 + w + c) W) Lo + C) �> V_ -14- - u: + 14 cn w V-) 12 15 cq �> , <0 iy _j T-- ry c) U) V_ ry " CN _j 30' 0 iE 6 LL: 30' _j < <� U < < ci cn 20' of C3 LL: c=)l cn C/) V) C) C) °v°° < c> 0 V) cn �i �sc C) C) U < 6 m 5 6 6 d I W co co M C;,C:;* z M 4Dc>'w-j 3 LID LO C:)r-- I M '-d- '14' =3 0 < C) C) LL. M + + OXFORD HILLS o q n C) LO 4 m 6 * * �A LO T 4 4 L R ]�'7C2 227 m ++ 140 ++ QUEBEC AVENUE CN m + + cn C:) L0 C" C" m n C" W, LL_ Lu + + V) uj LZ F-: Ljj n C> 25 IV- V_ DRIVE _j LL_ C) cr T M C> C5 Av1� APPRO MATE ENISTING CC C) C> C5 LO GROUN 0 CENTRLINE d 'w'_ SEE SHEET 6 U m C) + + n n < w C3 C3 < QUEBEC AVENUE C3 < < Qf c> W: V_ 04 0 :e a- C.D cn En 06 cn U) u SEE SHEET 6 m F- i- V) cn LL: 6 LAJ __j _j - 0 W F -!'W m En V)' 30' 30 LULJ 1 13 uj x -S;�-O-.5itqg 9 C) C> C) C) uj t 20' 1 20 7 4 1 TR T < C:> C:) L-L O 6 f.0 LID 5' i cn C )) 675Q %..f C> C:) C3 C6 14- Nt CD CD ci 4- 22 NN �v M + + V_ V_ t + U w in T_ 1 < m cn cn 634M cn 12 cn cn co Z c) �_.._. R/W 2 > _cI 100 w b) w 771 uj co STREET IMPROVEMENTS uj 4S 1 CD .5u ul RAIN CD 3 V_ Q-f PER TRACT 6758 1 T TRACT BOUNDARY NOO"57113"E 12+00 150-00- 011 a Uj Lucn 1 � INTERSECTION STA. 11 +40.00 V.L. CD CD C", 3 5; 5; STA. 12+90.00 C.L. CALYPSO WY.= :: = - - = ::!k- WW cjI oc: 1 STA. 12+95.48 C.L. QUEBEC AVE. 1 1 1 J J 2 R/W U-j -cq En n Ii LL II C) 2 C) m 00 oD b re) _j CD 23 0 c:> 51 LL: CD + V_ N 40- 51 L.L: C3 u: 30 30 < C:)C:) (n C:)C:) 20' 120 10 C) C) C:3 C:5 C) C) U1 L0 _-w II C> C) II C5 OXFORD HILLS _j C) C) DRIVE C) THORTON AVENUE __j_j C) C) C> C) 6 6 SEE SHEET 2 _j o C5 SEE SHEET 7 6LZ L.L: cq 30' cq 30 c) c) A-1 30' 1 -1 A- 301 00 _j _j - -I - I _j T 20'1 .20' C) 0 6 u: ..0 du: 20 20' ro to 6 LZ c) 0 1 1 5) + + C) C) C) C) coo re) PO CD �!c C) C) C11C) C:>a v_v1_ < .. 1 C3 Zoo CD 6. C� 10 C) 5) TRACC,T < C) n w 6 z: CD r_% 4%j CD 1* 1* 41 LO LO Q Q to LO C3 << .1-4- m ++ 6 m + + C> + + +1 LID LO o75 m++ N W V) W LL.1 + IT- V %_ oc `- V_ Wi 634mi ¢ ¢ C) < cn En m cn p c" m V) V) cy) 0 2 V) cu _r_._... - -- V) V) co 0 :z 00 2 R/W ©o 2 R/W ....... =1 3 1 3 1Q I (6 3 CD ro C114 C, R C14 u`j 8" SEWER STREET IMPROVEMENTS 9 8" SEW cD -300.00 47 NOO'657'1' F-1 50. 00 --NO0I1 3"E S PER TRACT 6758 3"E D T INTERSECTION _�l D C:� 13+0 14+00 24" DRAIN 15+00 12+00 C) 00 3 STA. 15+90.00 C.L•, COASTAL LN.= TRACT BOUNDARY 24" DRAIN CD u_') CD 18 DRAIN it ff-) - __m STA. 18+69.76 C.L. OXFORD HILLS DR. sTA. 1+40.00 C.L_ 6J 7 1 4� . . ............. 0 : 1 L '0 ..Mo ..... R/W __j 2 14- 00 /w LL_ Lz p (n 11 d CD (D C" rn LL ;j� CD CD CD c) (D 00 CD C) __j < CD C� CD >_ - C� A I --d- CD C) z U);;o I C) C� 8 >- C! C) C) 48 c> (D 00 6 1 1 _j C> U) + 0 _14- C) C) 0 + w + c) W) Lo + C) �> V_ -14- - u: + 14 cn w V-) 12 15 cq �> , <0 iy _j T-- ry c) U) V_ ry " CN _j 30' 0 iE 6 LL: 30' _j < <� U < < ci cn 20' of C3 LL: c=)l cn C/) V) C) C) °v°° < c> 0 V) cn �i �sc C) C) U < 6 m 5 6 6 d I W co co M C;,C:;* z M 4Dc>'w-j 3 LID LO C:)r-- I M '-d- '14' =3 0 < C) C) LL. M + + OXFORD HILLS o q n C) LO 4 m 6 * * �A LO T 4 4 L R ]�'7C2 227 m ++ 140 ++ QUEBEC AVENUE CN m + + cn C:) L0 C" C" m n C" W, LL_ Lu + + V) uj LZ Ljj n C> 25 IV- V_ DRIVE _j LL_ C) cr T M C> C5 Av1� APPRO MATE ENISTING CC + C> C5 LO GROUN 0 CENTRLINE d 'w'_ SEE SHEET 6 U m M + + < En < w C3 << SEE SHEET 2 F- < J C3 < < Qf 1— W: V_ 04 0 :e a- C.D cn En 06 cn U) u En cn m F- i- V) cn F- V) cn LAJ __j -:� --ci - 0 W F -!'W m En V)' 356 352 34E 344 34C CALYPSO WAY �� ,N - ^^ - SCALE: 1 = 50' HORIZONTAL 11 1 = 5' VERTICAL 12+00 356 352 34E 344 356 356 352 352 3-- 348 48 "4AA 344 340 340 13+00 L6 140 -4 uj LZ LL: C> 25 O C) _j LL_ C) cr T M C> C5 Av1� APPRO MATE ENISTING CC + C> C5 LO GROUN 0 CENTRLINE d 0 4A--- M + m (n uj + i APPRO (MATE GROUN ENISTING 0 CENT RUNE < J M C) m -4- En FL NE LO Lc) 1.0 lu m u LAJ __j LULJ uj -S;�-O-.5itqg uj t 4 LO L NE i ui ui LO PO P7 i cn w uff 1 12+00 356 352 34E 344 356 356 352 352 3-- 348 48 "4AA 344 340 340 13+00 356 352 348 '%AA 340 340 12+00 13+00 C,iVH� T A A N SCALE: 1" = 50' HORIZONTAL = 5' VERTICAL 50.00 FT. 356 352 348 344 340 14+ vu 13+00 12+00 50.00 FT. 50.00 FT. 0 • 0 0 d- r' o 0 Z 6 m < 0 ui z 3: < 4 356 1>01 PO 352 lEnil m to z: t ^P 348 CJ < 344 340 1%0100 12+00 13+00 I 0-r vu 1 4+UU CONSTRUCTION NOTES: NOTES.LEGEN D: (CON T.) LEGEND: (CONI-A 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND LEGEND:- "B" CURB & GUTTER PER C.O.B. STD. ST-1. R1-1 STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE STORM DRAIN PLANS FOR DETAILS. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. C ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1 -l" - STOP "W141 - CURVE ARROW TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD "R4-7" - KEEP RIGHT "W31(CA)" - END BVC. BEGIN VERTICAL CURVE PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER C.L. CENTERLINE "R6-1"- ONE WAY "W3-3" _SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DELEV ELEVATION EVC END VER11CAL CURVE "R5-1 DO NOT ENTER "W3-1" STOP AHEAD UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80) COMPACTED BCR BEGIN CURB RETURN PI POINT OF INTERSECTION O.G. TO BE COMPACTED TO 957o RELATIVE DENSITY "R26(CA)m - NO PARKING "W`14�1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - RIGHT TURN ONLY "W14-2* - NO OUTLET TR3 T 5 T 6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. PER C.O.B. STD. ST-9. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "W"I-7" - DOUBLE ARROW TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE EC END CURVE TC TOP OF CURB "R7-9" - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW SAWCUT EXIST. E.P. 11 BACK OR AS DIRECTED BY THE CITY 3♦ ASHE ROAD PAVEMENT TO BE 0.45" TYPE 291311 A.C. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CURVE NUMBER FOR CURVE DESCRIPTION ) ENGINEER /DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED OF VERTICAL CURVE FIC FINISH CONCRETE D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-7. O.G. TO BE COMPACTED TO 957o RELATIVE DENSITY F.O.C. FACE OF CURB R/W RIGHT-OF-WAY EXIS11NG STORM DRAIN REFER TG SEWER & STORM DRAIN PLANS COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST-9. 17\ ITEM OF WORK -SEE SCHEDULE $9, • Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. DRAIN PLANS GUTTER LIP. TO A DEPTH OF 12 4. LOCAL STREETS PAVEMENT TO BE 0.202 TYPE 0 STORM DRAIN MANHOLE REFER TO SEWER & STORM CONSTRUCT 26" BOTTOM WIDTH DRIVEWAY W/3" WINGS A.C. OVER 0.40 AGGREGATE BASE OVER 0.50' EXISTING SURVEY MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. SEWER - REFER, TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. BIKE LANE MARKINGS PER CAL-TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. EXIS11NG SEWER REFER TO SEWER & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE "Ats WITH 3.5' OPENINGS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. CAL-TRANS TYPE IV ARROW PAINT 12"' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST-14. 0 =Jill LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 900 "STOP" MARKING PER CAL-TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. m m TRACT BOUNDARY ����� "AHEAD" MARKING PER CAL-TRANS STANDARDS A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SEC11ON DESIGNA11ON: IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTION LETTER UNIT BOUNDARY SAME AS SHOWN IN THE APPROVED PLANS. SHOULD EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 181 BOTTOM WIDTH DRIVEWAY W/31 WINGS CONDITIONS BE CHANGED, A REVISED STRIPING PLAN PER C.O.B. STD. ST-4. SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED DAYS PRIOR TO PAVING. WITH (T) SHALL BE STRIPING TAPE (SSP) OR ALL PERMANENT STRIPING & PAVEMENT MARKINGS SHEET WHERE SECTION IS SHOWN WATERBOURNE PAINT. ALL OTHER STRIPING AND TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 -21C-19, UNLESS STANDARD SPECIFICATION 8010 OTHERWISE INDICATED. 356 352 348 344 340 I %j_rOO mQ� 140 -4 LZ C> 25 O C) 1 5 C) 1 LO t ' , Av1� APPRO MATE ENISTING CC + GROUN 0 CENTRLINE d cf) m (n uj 1 dam* z M C) FL NE LO Lc) 1.0 lu m u LAJ __j LULJ uj uj 4 356 352 348 '%AA 340 340 12+00 13+00 C,iVH� T A A N SCALE: 1" = 50' HORIZONTAL = 5' VERTICAL 50.00 FT. 356 352 348 344 340 14+ vu 13+00 12+00 50.00 FT. 50.00 FT. 0 • 0 0 d- r' o 0 Z 6 m < 0 ui z 3: < 4 356 1>01 PO 352 lEnil m to z: t ^P 348 CJ < 344 340 1%0100 12+00 13+00 I 0-r vu 1 4+UU CONSTRUCTION NOTES: NOTES.LEGEN D: (CON T.) LEGEND: (CONI-A 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND LEGEND:- "B" CURB & GUTTER PER C.O.B. STD. ST-1. R1-1 STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE STORM DRAIN PLANS FOR DETAILS. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. C ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1 -l" - STOP "W141 - CURVE ARROW TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD "R4-7" - KEEP RIGHT "W31(CA)" - END BVC. BEGIN VERTICAL CURVE PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER C.L. CENTERLINE "R6-1"- ONE WAY "W3-3" _SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DELEV ELEVATION EVC END VER11CAL CURVE "R5-1 DO NOT ENTER "W3-1" STOP AHEAD UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80) COMPACTED BCR BEGIN CURB RETURN PI POINT OF INTERSECTION O.G. TO BE COMPACTED TO 957o RELATIVE DENSITY "R26(CA)m - NO PARKING "W`14�1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - RIGHT TURN ONLY "W14-2* - NO OUTLET TR3 T 5 T 6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. PER C.O.B. STD. ST-9. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "W"I-7" - DOUBLE ARROW TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE EC END CURVE TC TOP OF CURB "R7-9" - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW SAWCUT EXIST. E.P. 11 BACK OR AS DIRECTED BY THE CITY 3♦ ASHE ROAD PAVEMENT TO BE 0.45" TYPE 291311 A.C. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CURVE NUMBER FOR CURVE DESCRIPTION ) ENGINEER /DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED OF VERTICAL CURVE FIC FINISH CONCRETE D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-7. O.G. TO BE COMPACTED TO 957o RELATIVE DENSITY F.O.C. FACE OF CURB R/W RIGHT-OF-WAY EXIS11NG STORM DRAIN REFER TG SEWER & STORM DRAIN PLANS COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST-9. 17\ ITEM OF WORK -SEE SCHEDULE $9, • Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. DRAIN PLANS GUTTER LIP. TO A DEPTH OF 12 4. LOCAL STREETS PAVEMENT TO BE 0.202 TYPE 0 STORM DRAIN MANHOLE REFER TO SEWER & STORM CONSTRUCT 26" BOTTOM WIDTH DRIVEWAY W/3" WINGS A.C. OVER 0.40 AGGREGATE BASE OVER 0.50' EXISTING SURVEY MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. SEWER - REFER, TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. BIKE LANE MARKINGS PER CAL-TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. EXIS11NG SEWER REFER TO SEWER & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE "Ats WITH 3.5' OPENINGS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. CAL-TRANS TYPE IV ARROW PAINT 12"' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST-14. 0 =Jill LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 900 "STOP" MARKING PER CAL-TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. m m TRACT BOUNDARY ����� "AHEAD" MARKING PER CAL-TRANS STANDARDS A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SEC11ON DESIGNA11ON: IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTION LETTER UNIT BOUNDARY SAME AS SHOWN IN THE APPROVED PLANS. SHOULD EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 181 BOTTOM WIDTH DRIVEWAY W/31 WINGS CONDITIONS BE CHANGED, A REVISED STRIPING PLAN PER C.O.B. STD. ST-4. SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED DAYS PRIOR TO PAVING. WITH (T) SHALL BE STRIPING TAPE (SSP) OR ALL PERMANENT STRIPING & PAVEMENT MARKINGS SHEET WHERE SECTION IS SHOWN WATERBOURNE PAINT. ALL OTHER STRIPING AND TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 -21C-19, UNLESS STANDARD SPECIFICATION 8010 OTHERWISE INDICATED. 356 352 348 344 340 I %j_rOO mQ� :z cf) uj m z M C) 0 u uj cn cn > uj uj Q-f n Uj Lucn 5; 5; WW cjI oc: 1 1 1 1 CD oD c:> CD z z od 0 >m 43 w 0 ui co z 0 CL "611 J Mai g"71-q�" Lj g x I ui all Fw 'V10=10-7 z co 0 UA t= ov z 0 I 0 in CD . < d z 0 0 N 0 1* 0 _j 0 w w I log -az 6 --"Iu w lr� ��2. o IR-4 % fv &w� LL OXFORD HILLS DRIVE SEE SHEET 2 30' 30' I 20 20' 9 I i I I I 634L2 ci W O o, V) r / 00 r U N A C? I o LO o LO ^ , LO o + V_ T_ 51 E R/W 2 "- J SAMUELSON RADIUS ° C) STREET SEE SHEET 4 DELTA N - i 30 IQ 30' 0 20.00' 2a' 20' 2 O O r- 5 , Coco y 35.00' 13.70 6.94' iL 4 w 167.16' m En n O I 35.00' 00 CD 6.16' 19'57' 11 " 6 35.00' 40.56 3 66'24'14" 7 1 � 197.68' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90000'00" 2 500.00' 242.53' 123.70' 27'47929" 3 35.00' 13.70 6.94' 22'25'35" 4 84.00' 167.16' 129.40' 114`01'10" 5 35.00' 12.19' 6.16' 19'57' 11 " 6 35.00' 40.56 22.91' 66'24'14" 7 480.00' 197.68' 100.26 23`3546" 8 520.00' 166.63' 84.04' 18'21'37" 9 30.00' 47.31 30.19' 90'21929" 10 30.00' 47.12' 30.00' 90.00'00" 356 352 348 344 340 # } + + SAMUELSON Q NN Q r V_ STREET ui cn SEE SHEETS 4 & 5 m cn (n FA M T N WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I r� 1yy.� Lq �/� ,,�i,/ Lq Ld a CIO 1 o " F to i 1 R i } N00'S7'13"E +a0 W 1 i 12 +00 N 300.00' STA. 13 +00.00 C.L., FARMINGTON WY.= .._...... ..- ...,e.«.- J --i- --v,.� ...._,.�.....a_...,.._.... _._.. w.p..... +...._......- ......_. -. �.. ..,....`- ....- .,......._..�..r ......._...............,.. f EXISTING STA. 15 +06.49 C.L., SAMUELSON ST. t • S � �{ i S i s w } 8" EWER 0 f-c-:) s I >..�.r +. ! i t Q CD W 1 - r y � A PROXIMA EXISTING GTUND @ ENTERLII E i to a Y ::( ..... T ... .....:............,._.�.,... ... w.,-...-... r....... Mt-... w....+.-.•«. �;.,.. y3,....--. �,. �........... r-.....-..-........ ............r- >.......- s :.r. - +.✓ . r._.....:... gn.+- •.- .,..,....,_.... «....r... -.. ......_.»........,. �. ....a+.- .+•..- .- 5 .-- ., --... Q .w.�....... c.� i -... •4 , 4 a W (n �f i i i QN It � of 00 C9 O 5; !� u !� o ii W CV 6 o•25% 1 is=.C, CD I o S 0.25% cn o • w w O • O� cif I o 6 N � I + CO ,� W± I �C? 3� + N 4 o © I o N3 5 1_ 2 .. v� �,• J� � � I 5 k x p0 I i W J + o o Q c� cn i I OX�, , FLO INE I �� 66 ui I '' I o 0 20' 20' I 3 356 352 348 344 340 # } + + SAMUELSON Q NN Q r V_ STREET ui cn SEE SHEETS 4 & 5 m cn (n FA M T N WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I r� 1yy.� Lq �/� ,,�i,/ Lq Ld a CIO } " F to i 1 R i } s W 1 i � ... .....J........_«.....- t ul .._...... ..- ...,e.«.- J UJ --v,.� ...._,.�.....a_...,.._.... _._.. w.p..... +...._......- ......_. -. �.. ..,....`- ....- .,......._..�..r ......._...............,.. API'ROXIMA EXISTING } q t • S � �{ i S i i w } �.........._.......... �............+.- r......-. v.. �._. u. .......- ..._.....r.._.r- ..._... ..... �........._..... E nr» GROUND @ ENTERLI E >..�.r +. ! i t Q CD W - + p E o - r y i A PROXIMA EXISTING GTUND @ ENTERLII E i to a Y ::( ..... T ... .....:............,._.�.,... ... w.,-...-... r....... Mt-... w....+.-.•«. �;.,.. y3,....--. �,. �........... r-.....-..-........ ............r- >.......- s :.r. - +.✓ . r._.....:... gn.+- •.- .,..,....,_.... «....r... -.. ......_.»........,. �. ....a+.- .+•..- .- 5 .-- ., --... Q .w.�....... c.� i -... •4 , 4 a W (n �f i i i Y It # f 00 5; U o•25% 1 is=.C, .51 S 0.25% O cif k y # PROPOSED *ST 1_ 2 .. V) FL. INE k x f t I I W J W J + f i I 5 FLO INE Ur �-- '' M t I I ui Z q w i 356 352 348 344 340 11+00 12+00 356 352 348 344 - F 340 13+00 3 ly 3 �/� ,,�i,/ Lq Ld a CIO } i 1 R i } s W 1 i � ... .....J........_«.....- t ul .._...... ..- ...,e.«.- C5 UJ --v,.� ...._,.�.....a_...,.._.... _._.. w.p..... +...._......- ......_. -. �.. ..,....`- ....- .,......._..�..r ......._...............,.. API'ROXIMA EXISTING _..n.....w.....+.++,.. f ..._..._. r.................. 4 .� �.........._.......... �............+.- r......-. v.. �._. u. .......- ..._.....r.._.r- ..._... ..... �........._..... E nr» GROUND @ ENTERLI E >..�.r +. ! i t Z ; � CD (� C cr q 0 ice% s •4 , 4 a W (n �f i i i # wrt i • -w UJI It # f 00 5; U S 15 LO S 0.25% W cif U W © + V) k I PR POSED EST ; d" i I 5 FLO INE Ur �-- '' M t I I ui Z LO w i __j J W J W # I f t 2 Lo 1 S >- C; C) - Q I t m r M c,3 _> m Of I �j W V 11+00 12 +00 356 352 348 344 -' 340 13+00 u II �> Q. 11 • a w Z U N t- o w -- C) N �� i UN 3 C) w w o -o �` y -� W U W I -! V V I -! I -' -4- -4- - _ 1.)6- 'b UA' 114- UJ EN CN 3 0i c:5 1? 2 i X O �i �e Of co o �' �f vl� L...i V I O r Vll . c!� .emu' �� �'v' cS v y O �� -� w + 0` NN 1c± < co w W)0 1�± c0 Ir i o it. 103 `.Q `--� �Q 2 • d'c� 0 o �'.� --� �° oo cv c� I w + E"'" I W + i W + �' �`v%� J� �� .� f � �' mss- J (j QQ j QQ •� :� �. O -y .� c'? G o k z m ° i.,_i cn cc i o c� v~) n o o m !F¢ -1a- -n cn ham- F¢- c� cn R/W 2 c� cn c� cn Ar LT_ af � -n� - - _ r 33 I-cp CP vQ r-.:) A 0) cp • �� ,�► �' " 1 it o © " c� • �� - 8 S$ SEWER S N 8 SEWER , S o " 00'57113 "E 14 +00 0 ` yx Glrgy 2 2 _ 12 +4 18 DRAIN 66.87' 13 +00 Q 0 0 1 141,441* � -- p0 3 9� .� 1k 7 OF low- 2 0 N -1 - J V I.L. 0o I . i �_ 202.19' 34 3 F 4 _< i.._ ,_,_ M o o ° I o w 00 .4 1p ' R/W � 0 o N N N C> INTERSECTION/B.C. N63 °09'44 "E RAD. o n' o+ w w STA. 10 +00.00 C.L., FREEPORT WY.= 6 b, J N - Z N v U I 30' b� STA. 10 +00.00 G.L., SAMUELSON ST. 634K3 �, c.� --1 '� LL- ' � Q ~' �� c> C:) 20' 20' mot --d°- rnrn it co }- M W N N cV O) Cn Oi to to R/W I w Z it it �-- D M w co co co -1l �. dr I dam- ~' o mot- tci cn n vi r- + + - - + + + W ti© � o o 00 d- o+ z �, N N N+ MAINE AVENUE cn ow I o0 o M o ui"m,=o ++ •� SEE SHEETS 3 &5 STA. 9 +12.35 F.L. - a, o o N Mj m ��- aQ QQ � tQ Q= P.R.C. I '� 0: `N o w . W2 < .Q W cn cn m cn (n W En cn �-. f- r _. STA. 9 +43.70 C.L., 45.46RT.= 5' ; � _; �' --' > _ �' z cn F- °° in cn STA. 8 +96.55 F.L. 3 v'�- 00 v L'- . ,,o W w -� in 0 B.C. 5' , �N N co co ¢ Q `0co�`` STA. 9 +37.67 C.L., 57.95RT.= 30 , 30 I 4 � C6 - m 3 M - Ld 20 20 o Co � ''''' d- _ - + + cn STA. 8 +82.85 F.L. + + + + c.) o 0 0 -� cn I o0 oco Q° V -V--¢W }> > Q <c W w SCALE: 1 = 50 HORIZONTAL SAMUELSON V< Q V Q Q �-- t-- !, • ~ ~ . ~ ~ �'�' (n in z o 1 = 5 VERTICAL STREET m in in ci in cn SEE SHEETS 4 & 5 356 352 348 344 340 50.00 FT. M cKEE ROAD SEE SHEET 15 0 0 x o e r t Y ' z_ }- Of w © Q Q L7 Z^^ w N W W Of O W O i W m { _! W 00 Y � w < n i LO CL INTERSECTION X W STA. 15 +11.59 C.L., FREEPORT WY.= STA. 18 +13.07 C.L.,, MCKEE RD. cn - 5+ INSTALL W1 -7 ° 3 NTH OM1 -3 MARKER 8 V) ' EXIST. R/W LO i � f t w � W p � Z s � i~ 0 Q t 48' F , o s ? T_ 45' C3� T- r� 34' _ Q 0 Z � o McKEE ROAD v d- SEE SHEETS 15 & 16 r, ° 9+00 10+00 11+00 12+00 13+00 14+00 356 352 344 356 352 348 344 340 15+00 340 10+00 11+00 12+00 13 +00 14 +00 LEGEND: LEGEND: (CON LEGEND: (CONT.) CONSTRUCTION NOTES: NOT S. R1 -1 TALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND ABBREVIATIONS FURNISH &INS PROPOSED SAWCUT LIMIT LINE 1 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE. "R1 -1" -STOP "W1 -1" -CURVE -ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" -- KEEP RIGHT "W31(CA)" - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. "R6-1" "W3-3" 2. MCKEE ROAD &MOUNTAIN RIDGE_ ROAD - ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY W3 -3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R5 -1 - DO NOT ENTER W3 -1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL " " - "W14 -1" - NOT A THROUGH STREET 3 0.,4 -0' AGGREGATE BASE OVER 0.80' COMPACTED ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA) NO PARKING " " ie FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. BEGIN CURVE POINT OF COMPOUND CURVATURE R3 -5R - RIGHT TURN ONLY "W14 -2 - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY BC PGG "R81(CA)" -BIKE LANE W1 -7 - DOUBLE ARROW T�3 T�5 T�,s FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST-3. EC END CURVE. TC TOP OF CURB " " _ " - " _ _ PER C.O.B. STD. ST-9. POINT OF INTERSECTION OP OF PAVEMENT R7 -9 NO PARKING/BIKE LANE W1 6 SINGLE ARROW TR3 =NO. 3 1/2 SIZE TR5 -NO. 5 SIZE TR6 =N0. 6 SIZE OR AS DIRECTED B Y THE CITY Plvc Pa E TP T 1 CURVE NUMBER FOR CURVE DESCRIPTION 5 SAWCU T EXIST. E. P. 1 BACK 3. ASH E ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OF VERTICAL CURVE FINISH CONCRETE - - - FC � STORM DRAIN REFER To SEWER &STORM DRAIN PLANS .ENGINEER /DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.0• C. FACE OF CURB R/W RIGHT -OF -WAY .� .�_ 1 TAPER NUMBER FOR TAPER DESCRIPTION EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH &INSTALL SURVEY MONUMENT PER G.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS U/ ITEM OF WORK. -SEE. SCHEDULE 6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.Q.B. STD. ST -9. GUTTER LIP TO A DEPTH OF 12 . _ 'TYP "B" EXISTING SURVEY MONUMENT Y W 3' WINGS 4. LOCAL STREETS, PAVEMENT TO BE 0.20 E � CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26 BOTTOM WIDTH DRIVEWAY / INSTALL W-31 (CA) SIGN WITH OM 4- 3 MARKER AT UNIT A.C. OVER 0.40 AGGREGATE BASE OVER 0.50 PER C.O.B. STD. ST -4. UNLESS OTHERWISE NOTED - ( ) 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED T COMPACTED TO 95% RELATIVE FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T 1. - s - SEWER -REFER TO SEWER &STORM DRAIN PLANS BOUND COMPACTED O. G 0 B E CO D METRO STREET NAME SIGN PER G.O.B. STD. T -1. - ��- ����- �- -� --�A --.- �._.., �.... _�r._..__�.._.>..�.,..�.....�:_ ��, _. �....�:.._.. »_.r.�.,__.�...��.� EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS �� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. FURNISH &INSTALL ME a s CONSTRUCTION OF ADJACENT UNIT. "'A" , SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE WITH 3.5 OPENINGS -cam- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS LEFT OR RIGHT AS APPLICABLE 8 PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SPECIFICATION 8010-21C-19. SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. STANDARD -- "STOP" 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. STOP MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER. CALTRANS STANDARD PLAN SECTION DESIGNATION-. ' ' ' ' "� ' ' '�"" TRACT BOUNDARY " " D A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE SEC E MEAD AHEAD MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO .PAVING,. THE DESIGN ENGINEER FOR THE SECTION LETTER '�'�' '�' '�'�' '� .■� UNIT BOUNDARY I S TO GO FROM FLOWLI N E TO FLOWLI N E. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE wo _*=4:> 41 L . wom EXISTING STRIPING AND MARKINGS, TYPICAL ' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD � q0 CONSTRUCT 18 BO / -` - ' - - V PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING LA 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 356 352 348 344 -� 340 15+ 00 did F^ y�. tii. �ft�l�r�i' iriA' 4' rx:..�`#L•MS"Ym...�+;<1?:v?r."t E(vrr`,'�fi�.�. :+.*.�.iv,:Sr.� -s�x,: v;r+, -c.m. 3 E ; 'r y i A m Q CIO � ... .....J........_«.....- t ul .._...... ..- ...,e.«.- ..._..«....r. �. ........ u........r+�.....,...._.,,ry... ....- ._...•n........... --v,.� ...._,.�.....a_...,.._.... _._.. w.p..... +...._......- ......_. -. �.. ..,....`- ....- .,......._..�..r ......._...............,.. �.,...... y....._._...-.... w........ ........_..,.».y.�.s_..r...w._s = _..n.....w.....+.++,.. f »......+...44 +..- ..,�.._..,._. ..._..._. r.................. 4 r... w.-+. t...,. u..... .......w_..�......r..- +.- _....e _.+.». �,..»..........,.....: i ♦ �.........._.......... �............+.- r......-. v.. �._. u. .......- ..._.....r.._.r- ..._... ..... �........._..... E nr» ..- .........w.w_......�..... �......s.............. i >..�.r +. ! i Z ; � CD (� C ! 0 ice% s •4 , 4 i c6 �f i i i # wrt i • -w UJI # f 00 5; U W LO W cif U W V) 4 i _ jj ,.• 1 � ; t i f jp` Ur �-- t J W y Z LO w CD Lo >- C; C) - Q I t m r c,3 _> m Of I �j W V Q- �`--^ ¢o_-� �� ; c- a. c~n ai W m. �.,_; in G UND @ ENTERLI E m g7{ . E I c.� c� en z W U} W 00 t { i } = x t f O ' 0.51 =0 .51 I S=015% °o 0 _n ' .........�� ...:_.._...._. r .�...... .............. � M _..': __. ems- � -.,. e-- � t r i m Q 0 � CD F F f a `" jam. 0 +n �; t +d- 4 PR POSED EST i ? j FL NE ( y d' FL NE � ; 1 r >� W W >: > > W i W W 4 t W W 3 9 i W W # ; j i 4 4 a e 3 k � �M i � F S � s '• % i a � � ' i ; 340 10+00 11+00 12+00 13 +00 14 +00 LEGEND: LEGEND: (CON LEGEND: (CONT.) CONSTRUCTION NOTES: NOT S. R1 -1 TALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND ABBREVIATIONS FURNISH &INS PROPOSED SAWCUT LIMIT LINE 1 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE. "R1 -1" -STOP "W1 -1" -CURVE -ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" -- KEEP RIGHT "W31(CA)" - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. "R6-1" "W3-3" 2. MCKEE ROAD &MOUNTAIN RIDGE_ ROAD - ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY W3 -3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R5 -1 - DO NOT ENTER W3 -1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL " " - "W14 -1" - NOT A THROUGH STREET 3 0.,4 -0' AGGREGATE BASE OVER 0.80' COMPACTED ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA) NO PARKING " " ie FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. BEGIN CURVE POINT OF COMPOUND CURVATURE R3 -5R - RIGHT TURN ONLY "W14 -2 - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY BC PGG "R81(CA)" -BIKE LANE W1 -7 - DOUBLE ARROW T�3 T�5 T�,s FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST-3. EC END CURVE. TC TOP OF CURB " " _ " - " _ _ PER C.O.B. STD. ST-9. POINT OF INTERSECTION OP OF PAVEMENT R7 -9 NO PARKING/BIKE LANE W1 6 SINGLE ARROW TR3 =NO. 3 1/2 SIZE TR5 -NO. 5 SIZE TR6 =N0. 6 SIZE OR AS DIRECTED B Y THE CITY Plvc Pa E TP T 1 CURVE NUMBER FOR CURVE DESCRIPTION 5 SAWCU T EXIST. E. P. 1 BACK 3. ASH E ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OF VERTICAL CURVE FINISH CONCRETE - - - FC � STORM DRAIN REFER To SEWER &STORM DRAIN PLANS .ENGINEER /DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.0• C. FACE OF CURB R/W RIGHT -OF -WAY .� .�_ 1 TAPER NUMBER FOR TAPER DESCRIPTION EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH &INSTALL SURVEY MONUMENT PER G.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS U/ ITEM OF WORK. -SEE. SCHEDULE 6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.Q.B. STD. ST -9. GUTTER LIP TO A DEPTH OF 12 . _ 'TYP "B" EXISTING SURVEY MONUMENT Y W 3' WINGS 4. LOCAL STREETS, PAVEMENT TO BE 0.20 E � CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26 BOTTOM WIDTH DRIVEWAY / INSTALL W-31 (CA) SIGN WITH OM 4- 3 MARKER AT UNIT A.C. OVER 0.40 AGGREGATE BASE OVER 0.50 PER C.O.B. STD. ST -4. UNLESS OTHERWISE NOTED - ( ) 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED T COMPACTED TO 95% RELATIVE FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T 1. - s - SEWER -REFER TO SEWER &STORM DRAIN PLANS BOUND COMPACTED O. G 0 B E CO D METRO STREET NAME SIGN PER G.O.B. STD. T -1. - ��- ����- �- -� --�A --.- �._.., �.... _�r._..__�.._.>..�.,..�.....�:_ ��, _. �....�:.._.. »_.r.�.,__.�...��.� EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS �� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST-9. FURNISH &INSTALL ME a s CONSTRUCTION OF ADJACENT UNIT. "'A" , SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE WITH 3.5 OPENINGS -cam- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS LEFT OR RIGHT AS APPLICABLE 8 PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SPECIFICATION 8010-21C-19. SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. STANDARD -- "STOP" 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. STOP MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER. CALTRANS STANDARD PLAN SECTION DESIGNATION-. ' ' ' ' "� ' ' '�"" TRACT BOUNDARY " " D A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE SEC E MEAD AHEAD MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO .PAVING,. THE DESIGN ENGINEER FOR THE SECTION LETTER '�'�' '�' '�'�' '� .■� UNIT BOUNDARY I S TO GO FROM FLOWLI N E TO FLOWLI N E. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE wo _*=4:> 41 L . wom EXISTING STRIPING AND MARKINGS, TYPICAL ' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD � q0 CONSTRUCT 18 BO / -` - ' - - V PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING LA 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 356 352 348 344 -� 340 15+ 00 did F^ y�. tii. �ft�l�r�i' iriA' 4' rx:..�`#L•MS"Ym...�+;<1?:v?r."t E(vrr`,'�fi�.�. :+.*.�.iv,:Sr.� -s�x,: v;r+, -c.m. 3 E ; 'r y i A m Q CIO z W Z � CD 0 CD �f 5; U W cif U V) (/) Ur �-- Z >- C; Q U W 0 c- W U} W 00 °o 0 �co N Q 0 � CD 0 t; II F_: __j C) MAINE AVENUE C) C) McKEE ROAD C3 SEE SHEET 3 CN 3 c; SEE SHEET 15 CN 30' -1 30,1 11 48'v) I 20 20' v 1 u: - I +D - 1 C) C) n n N T CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1. 20.00' 31.421 20.00' 9000 0900" 2 30.00' 47.12' 30.00' 90,100100" 3 30.00' 47.36' 30.24' 90014" 4 30.00' 46.89' 29.76' 89*32146" 5 35.00 27.13' 14.29' 44*2455" 6 42.00' 1 98.53' 1 99.95' 134*24'55" 1 7 1 42.009 197.061 42.87' 268-48'50 360 356 352 348 344 1 O- 360 356 352 348 344 10 PANDALE WAY SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL 00 w d i t LO __j UJ _j M LL: LLJ 01 f u- _w j ci I + uj uj O co f J, cj� o + LIJ U) I jj- 1 � POSED - qm - - i/I -------- Lu FLO, NLINE S=0.32J.... t --0.72* IA' 0151 co o co cn 0i Cy)* C3 c:1 c) to An ^v.ILAA-n-1 r-%mC---nLIA L0 GR ND 0 aNTERLIN w >: >: >; w w LU _j w W w ilia < CN Nt N "t 360 356 352 348 344 1 Y IIIN,00 11+00 12+00 F-: Ll N T I W 1 5 6 t C) C) MOUNTAIN HOLYOKE DRIVE V7 L 34 oft RIDGE DRIVE SEE SHEET 10 co I C) 06 C) CN w i M # w c6 r LH w i 00 d cs - 1 - .14 4 39 C3 Lil 0 000' to rw) 4 45' t0l _j LZ _j LL: LO 9 0 00 w L 40 D C) C3 L.A: Lu __j j C) C) W 3 C) o + i �.f.- 1 LO w + + uj uj W _j w C:> _ 16 + E 5-: m T-- za---4- I C3 - L.L Cm Lu 6J4J2 V_ cr- cl� C) t f cr (3L 3 La < m (n i w m C) w V) uj 5; Al w L.Li S=O.ggcj . . -1 C° o° ! FLO INE D! 110 00 00 % u! to cn Z m (n C) LLI 0 V_ 10 00 00 m C4 00 :z Ci C3 R/W 2 11A k I-VIC"nLIA tmm F --L:AtJ TUT 11 0 M cn w LU PO GR ND ® C NTERLWI >: > >* w w _j UJ _j 0 1 -% 00 Y F- m u W W W 3 W >: N -.4- cq < L 3 1 ' > ......... . . _- 44 S=0,151% I I i Lo LO Ck INTERSECTION I PR POSED SbUTH n 111+00 C) .4- po 4- 12+00 FL NLINE STA. 10+00.00 C.L., PANDALE WY.= > w >: w N 00*57'1 YE I I j- - 202 _j w INTERSECTION STA. 19+32.70 C.L., MAINE AVE. f cuj n w cn - CD >: >: .19 i I STA. 12+02.19 C.L., PANDALE WYl w w w CD 8 uj STA. 27+45.77 C.L., McKEE RD. 17 1 3 w 1 - 0 3 3-1 2 < cU � 2 R/W %sl - INSTALL W1 -7 WITH L o 3.1 2 w V_ OM1-3 MARKER mot- -C-41 y Li CLI II cp) Q,,j cn 00 C:) zn C/) a CD C) C111 4.41 Z 57< Lu :z co z: co C5 38 CD C5 �A 5 1 481 ' 1 18 30 30' C3 LL: 1-* 45' 1 20' -1- 20' C) C) 6 Lai i` 34'' C) C) C5 CD 0 C5 00 11 MAINE AVENUE ++ C) C> + + McKEE ROAD SEE SHEET 3 & 5 %_ -r- %_ V_ T SEE SHEET 15 & 16 < cj . . < < w (n V) m (n V) 360 356 352 348 344 1 O- 360 356 352 348 344 10 PANDALE WAY SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL 00 w d i t LO __j UJ _j M LL: LLJ 01 f u- _w j ci I + uj uj O co f J, cj� o + LIJ U) I jj- 1 � POSED - qm - - i/I -------- Lu FLO, NLINE S=0.32J.... t --0.72* IA' 0151 co o co cn 0i Cy)* C3 c:1 c) to An ^v.ILAA-n-1 r-%mC---nLIA L0 GR ND 0 aNTERLIN w >: >: >; w w LU _j w W w ilia < CN Nt N "t 360 356 352 348 344 1 Y IIIN,00 11+00 12+00 U) _ LO LO to LO + + 1_ 164 34 11 1 2 < I __1 0i -< I - CIO c) 1 5 M n ?) 1 5$ 11 1 LL- + + cc %-- %-- " 30 + + C111 CD __j 20 Lj En Ul Lu < 41 - M Ix C.3 < <t o Q 0 C) 45 6J4 m En En C> 1-4-Ow 00 C) C) V_ R/W 2 C) m 0L INTERSECTION 5 --STA. 12+03.90 C.L., OYSTER Wl INTERSECTION STA. 29+87.30 C.L., MT. RIDGE DR. 18" DRAIN (10 (D STA. 10+00.00 C.L., OYSTER WYl C\j i - 11+00 12 STA. 15+19.06 C.L., HOLYOKE DR. S89*02'47"E 203.909 INSTALL W1-7 WITH &_1111w Aiiih w OM1-3 MARKER w m Q 1 CD 18'9 DRAIN 8" D If u _6 8 c r- C.D m w wl ca z: z: En w m 3 u < R/W C) 4 C> o) C> z: < to C) =3 w F-: oo w UD CD 57< C) w ' C) T 2 40 30 30 CD 0 48 ' 0 0 11 201 0 1 1 ------- 45 j - 11-21- '11� C3 Lillll: 45 -ow- Q U- 4- -- -,j 0*) 0 1 34' 34 1 5 C) C) I co Nt C*4 CD CD CD C) + + + + V_ T_ HOLYOKE DRIVE MOUNTAIN C) C) V_ Ir- SEE SHEET 10 . . . W_ RIDGE DRIVE < < Cl SEE SHEET 17 (n (n (D cn cn w OYSTER WAY SCALE.- 1 = 50' HORIZONTAL 1 = 5' VERTICAL C" 360 C) '360 356 352 348 F-: Ll N T I W 1 w 6 t C) MOUNTAIN HOLYOKE DRIVE C) LO C:) C:) 00 rnq- >: RIDGE DRIVE SEE SHEET 10 co I C) 06 C) CN w i M # w c6 r LH w i 00 c.> u- 00 d 5 0 m c* w C3 Lil I fl, 4 45' t0l _j LZ _j LL: LO 9 0 00 w L 40 D C) C3 L.A: Lu __j j C) C) W 3 ' i �.f.- 1 LO w Lin 0) uj uj W _j w C:> _ ' + E 5-: m T-- za---4- I C3 - L.L Cm Lu I e I 1, ! V_ cr- w C) t f cr (3L 3 i < m (n i w m m w V) uj 5; Al w L.Li S=O.ggcj PR_ POSED -1 En 0 FLO INE D! 110 a S=.n 51 % S=0.20% is= 0.51% Z co S =` IS Ai 70 C) co V_ 10 00 00 m C4 00 z I,,,,, Ci C3 to >: Cl 11A k I-VIC"nLIA tmm F --L:AtJ TUT LO LO T_ f ' LU PO GR ND ® C NTERLWI >: > >* w w _j UJ _j 0 w w w W W W W >: N -.4- cq L 3 1 U) _ LO LO to LO + + 1_ 164 34 11 1 2 < I __1 0i -< I - CIO c) 1 5 M n ?) 1 5$ 11 1 LL- + + cc %-- %-- " 30 + + C111 CD __j 20 Lj En Ul Lu < 41 - M Ix C.3 < <t o Q 0 C) 45 6J4 m En En C> 1-4-Ow 00 C) C) V_ R/W 2 C) m 0L INTERSECTION 5 --STA. 12+03.90 C.L., OYSTER Wl INTERSECTION STA. 29+87.30 C.L., MT. RIDGE DR. 18" DRAIN (10 (D STA. 10+00.00 C.L., OYSTER WYl C\j i - 11+00 12 STA. 15+19.06 C.L., HOLYOKE DR. S89*02'47"E 203.909 INSTALL W1-7 WITH &_1111w Aiiih w OM1-3 MARKER w m Q 1 CD 18'9 DRAIN 8" D If u _6 8 c r- C.D m w wl ca z: z: En w m 3 u < R/W C) 4 C> o) C> z: < to C) =3 w F-: oo w UD CD 57< C) w ' C) T 2 40 30 30 CD 0 48 ' 0 0 11 201 0 1 1 ------- 45 j - 11-21- '11� C3 Lillll: 45 -ow- Q U- 4- -- -,j 0*) 0 1 34' 34 1 5 C) C) I co Nt C*4 CD CD CD C) + + + + V_ T_ HOLYOKE DRIVE MOUNTAIN C) C) V_ Ir- SEE SHEET 10 . . . W_ RIDGE DRIVE < < Cl SEE SHEET 17 (n (n (D cn cn w OYSTER WAY SCALE.- 1 = 50' HORIZONTAL 1 = 5' VERTICAL C" 360 C) '360 356 352 348 F-: Ll N T I W 1 w 6 j CL C) MOUNTAIN HOLYOKE DRIVE CN C:) C:) 00 rnq- >: RIDGE DRIVE SEE SHEET 10 co I C) 06 C) CN SEE SHEET 17 i M # w c6 r wo w* - 7 1 c.> u- 00 d 5 0 m cq 4- C3 Lil I fl, 148 45' t0l _j LZ 1145' LO 9 0 00 w L 40 D C) C3 L.A: Lu __j j C) C) W 3 ' i �.f.- 1 LO U) _ LO LO to LO + + 1_ 164 34 11 1 2 < I __1 0i -< I - CIO c) 1 5 M n ?) 1 5$ 11 1 LL- + + cc %-- %-- " 30 + + C111 CD __j 20 Lj En Ul Lu < 41 - M Ix C.3 < <t o Q 0 C) 45 6J4 m En En C> 1-4-Ow 00 C) C) V_ R/W 2 C) m 0L INTERSECTION 5 --STA. 12+03.90 C.L., OYSTER Wl INTERSECTION STA. 29+87.30 C.L., MT. RIDGE DR. 18" DRAIN (10 (D STA. 10+00.00 C.L., OYSTER WYl C\j i - 11+00 12 STA. 15+19.06 C.L., HOLYOKE DR. S89*02'47"E 203.909 INSTALL W1-7 WITH &_1111w Aiiih w OM1-3 MARKER w m Q 1 CD 18'9 DRAIN 8" D If u _6 8 c r- C.D m w wl ca z: z: En w m 3 u < R/W C) 4 C> o) C> z: < to C) =3 w F-: oo w UD CD 57< C) w ' C) T 2 40 30 30 CD 0 48 ' 0 0 11 201 0 1 1 ------- 45 j - 11-21- '11� C3 Lillll: 45 -ow- Q U- 4- -- -,j 0*) 0 1 34' 34 1 5 C) C) I co Nt C*4 CD CD CD C) + + + + V_ T_ HOLYOKE DRIVE MOUNTAIN C) C) V_ Ir- SEE SHEET 10 . . . W_ RIDGE DRIVE < < Cl SEE SHEET 17 (n (n (D cn cn w OYSTER WAY SCALE.- 1 = 50' HORIZONTAL 1 = 5' VERTICAL C" 360 C) '360 356 352 348 344 10+00 360 360 356 356 352 352 1 348 348 7 _ 7- ' 1344 I-Illoo 11+00 12+00 11+00 I 356 352 APPROXIMATE EXIS TING GROUND 0 CENTERLINE 348 344 12+00 4__ W 1 w co j CL >: US co T_ >: i co N-1 i M # w c6 r 0 < LO __j z _j LZ LO 9 0 00 w L l - CC NINNNN W 3 ; i �.f.- 1 LO f Lin 0) uj w __j La w C> 0 + 5-: m T-- za---4- I C3 - L.L Cm Lu I e I 1, ! V_ cr- w Lu C) < (3L 3 i ' V_ uj i Mix i m i uj 5; Al w L.Li S=O.ggcj -4 En 0 f D! 110 a U € Z S =` IS Ai 70 c; V_ ". C4 00 z I,,,,, PRC POSED NORTH LO to >: Cl n FLO NLINE LU LU CO CO 'co &4 - Of c-1 uj _j UJ _j 0 uj cn W >: N 2.pro W Lu V_ ' > _- 44 S=0,151% I I i Lo LO 344 10+00 360 360 356 356 352 352 1 348 348 7 _ 7- ' 1344 I-Illoo 11+00 12+00 11+00 I 356 352 APPROXIMATE EXIS TING GROUND 0 CENTERLINE 348 344 12+00 344 10+00 11+00 360 356 352 APPROXIMATE EXISTING GROUND 0 CENTERLINE 348 12+00 II F-: H II CD C> OXFORD HILLS DRIVE C> q SEE SHEET 2 C) C> T cs cq 30' -1 30'11 -1 :1 C) _j co lo- 23 -J-j i 15 V / 2w C3 ul . I LO 00 0000 Al 5' 00 ---- a I + + PO wl ff) 13 56 C) C) d CD 14 C) + + IQ6 CD 634K%%_ IV- V_ V_ En w Q-1 1� I I z � ui UJ + C,� J 'A Co- L.0 V) C) m cn U) V) co I— 24 %" c_=*0 U) (=)I (f) z R/w 1 6 P.I./GRADE BREAK CL INTERSECTION STA. 12+57.20 C.L.= STA. 10+00.00 C.L. RANGELEY CT.= 5 1 STA. 12+86.97 F.L., LT.= STA. 13+21.64 C.L. OXFORD HILLS DR. m r-0 I I �1> 6" SEWER STA. 12+86.97 F.L., RT. IS ;:10 STA. 12+86.97 F.L., LT. a NOO*57113"E 11+00 215.20' 12 +00 STA. 12+86.97 F.L., RT. I - I (Z <D CD C114 5' 5 CTR. CUL-DE-SAC 12+15.20 C.L. R/W F; 25 R/W L-L: _j J z w CD CD 40, a LLJ F_: CD C) co 3: st I + JCD ui r- C> 00 + �> T_ (" co CD C> 00 1 - V_ + 19 + V - Fr 2 0 iT_ V' _j _j cs 5 _j C1 c) <� F- u- 1 (3 C-3i F- < < 3 CIO CD C) nn U-) I i I C) C3 u: If- IV- co co C) C> 20'11 18 26 1 + + 00"ll + + OXFORD HILLS DRIVE C> C> 0000 SEE SHEET 2 • 15 m . . (3 :i * + + < < V_ Ir- c-1 m (n En cn a: u) cn qDR_ I U N 356 352 348 344 340 10+00 RANGELEY COURT SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL 356 352 344 340 10+00 11+00 12+00 13+00 F= :z w Gl 11+00 12+00 13+00 LEGEND: LEGEND: (CONT.) LEGEND: C CON T. CONSTRUCTION NOT NOTES: - ABBREVIATIONS R1 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE POVC POINT ON VER11CAL CURVE "R1-1"- STOP "Wl-lm - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)m - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. ELEV ELEVA11ON EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT 2. McKEE ROAD & MOUNTAIN RIDGE ROAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER nW3 -1 " "- ST OP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R26(CA)" - NO PARKING W14-1 - NOT A THROUGH STREET Ic 3 0.40' AGGREGATE BASE OVER 0.802 COMPACTED ECR END CURB RETURN PRIC POINT OF REVERSE CURVATURE "R3-5R" _RIGHT TURN ONLY "W14-2" - NO OUTLET FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)PY BIKE LANE "Wl-7" i DOUBLE ARROW TR3 T 5 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB "R7-9" - NO PARKING/BIKE LANE "Wl-6" SINGLE ARROW FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT PER C.O.B. STD. ST-9. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE FIC FINISH CONCRETE CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXIST. E. P. 1' BACK OR AS DIRECTED BY THE CITY 3. ASH ROAD PAVEMENT TO BE 0.452 TYPE PPBPP A.C. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ENGINEER/DESIGN ENGINEER. I I TAPER NUMBER FOR TAPER DESCRIPTION OVER 0.40 AGGREGATE S O'Iiiiiiiiii� 1.65 COMPACTED EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Qi <> CONSTRUCT 12-2 WIDE CROSS GUTTER PER C.O.B. STD. ST-7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS /Iu \ ITEM OF WORK - SEE SCHEDULE COMPACT SUBGRADE TO 90% OF MAX. TO 1222 BEYOND PER C.O.B. STD. ST-9. U/ EXISTING SURVEY MONUMENT GUTTER LIP TO A DEPTH OF 12 CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4• LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 111311 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) s SEWER - REFER TO SEWER & STORM DRAIN PLANS 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE BIKE LANE MARKINGS PER CAL-TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. DENSITY PER C.O.B. STD. ST-9. EXIS11NG SEWER REFER TO SEWER & STORM DRAIN PLANS IN CONSTRUCTION OF ADJACENT UNIT. -<�D- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. ST-14. 0 SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. CAL-TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LEFT OR RIGHT AS APPLICABLE 8 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21C-19. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. 0 SECTION DESIGNATION: 0 m 0 TRACT BOUNDARY goo "STOP" MARKING PER CAL-TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO I FINISHED GRADE. ����® "AHEAD" MARKING PER CAL -TRANS STANDARDS A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING T SIG ENGINEER FOR THE SECTION LETTER UNITBOUNDARY �, !=� > , IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE L. man own amommmo� an � EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3p WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD - 2 NOTE.- SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST-4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS, STANDARD SPECIFICATION 8010 -21C-19, UNLESS OTHERWISE INDICATED. iL �V A� AA 4 R N 0 0 uj LIJ z LIJ U cn op V_ 0 rl W 1 w j CL VEND co T_ W I i co N-1 0 < LO INININ, 0 z m 0 9 0 Lu l - CC NINNNN W �..� 0 in uj 0 0 Ui Zj 5-: m W m P Z w Lu j 3 i O IINNNN 5; LU cc >: C> o f D! 110 a U € Z Q c; w L.L w 'IC11 z I,,,,, CL cn V_ Cl C) 0 I E- 1 Of c-1 _j 0 uj cn 2.pro > _- 44 S=0,151% I I i Lo LO PR POSED SbUTH n C) .4- po 4- FL NLINE > w >: w 00 00 00 t r __j w _j w In f cuj n w cn >: >: w w w uj uj 344 10+00 11+00 360 356 352 APPROXIMATE EXISTING GROUND 0 CENTERLINE 348 12+00 II F-: H II CD C> OXFORD HILLS DRIVE C> q SEE SHEET 2 C) C> T cs cq 30' -1 30'11 -1 :1 C) _j co lo- 23 -J-j i 15 V / 2w C3 ul . I LO 00 0000 Al 5' 00 ---- a I + + PO wl ff) 13 56 C) C) d CD 14 C) + + IQ6 CD 634K%%_ IV- V_ V_ En w Q-1 1� I I z � ui UJ + C,� J 'A Co- L.0 V) C) m cn U) V) co I— 24 %" c_=*0 U) (=)I (f) z R/w 1 6 P.I./GRADE BREAK CL INTERSECTION STA. 12+57.20 C.L.= STA. 10+00.00 C.L. RANGELEY CT.= 5 1 STA. 12+86.97 F.L., LT.= STA. 13+21.64 C.L. OXFORD HILLS DR. m r-0 I I �1> 6" SEWER STA. 12+86.97 F.L., RT. IS ;:10 STA. 12+86.97 F.L., LT. a NOO*57113"E 11+00 215.20' 12 +00 STA. 12+86.97 F.L., RT. I - I (Z <D CD C114 5' 5 CTR. CUL-DE-SAC 12+15.20 C.L. R/W F; 25 R/W L-L: _j J z w CD CD 40, a LLJ F_: CD C) co 3: st I + JCD ui r- C> 00 + �> T_ (" co CD C> 00 1 - V_ + 19 + V - Fr 2 0 iT_ V' _j _j cs 5 _j C1 c) <� F- u- 1 (3 C-3i F- < < 3 CIO CD C) nn U-) I i I C) C3 u: If- IV- co co C) C> 20'11 18 26 1 + + 00"ll + + OXFORD HILLS DRIVE C> C> 0000 SEE SHEET 2 • 15 m . . (3 :i * + + < < V_ Ir- c-1 m (n En cn a: u) cn qDR_ I U N 356 352 348 344 340 10+00 RANGELEY COURT SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL 356 352 344 340 10+00 11+00 12+00 13+00 F= :z w Gl 11+00 12+00 13+00 LEGEND: LEGEND: (CONT.) LEGEND: C CON T. CONSTRUCTION NOT NOTES: - ABBREVIATIONS R1 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE POVC POINT ON VER11CAL CURVE "R1-1"- STOP "Wl-lm - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)m - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. ELEV ELEVA11ON EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT 2. McKEE ROAD & MOUNTAIN RIDGE ROAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER nW3 -1 " "- ST OP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R26(CA)" - NO PARKING W14-1 - NOT A THROUGH STREET Ic 3 0.40' AGGREGATE BASE OVER 0.802 COMPACTED ECR END CURB RETURN PRIC POINT OF REVERSE CURVATURE "R3-5R" _RIGHT TURN ONLY "W14-2" - NO OUTLET FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)PY BIKE LANE "Wl-7" i DOUBLE ARROW TR3 T 5 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB "R7-9" - NO PARKING/BIKE LANE "Wl-6" SINGLE ARROW FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT PER C.O.B. STD. ST-9. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE FIC FINISH CONCRETE CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXIST. E. P. 1' BACK OR AS DIRECTED BY THE CITY 3. ASH ROAD PAVEMENT TO BE 0.452 TYPE PPBPP A.C. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ENGINEER/DESIGN ENGINEER. I I TAPER NUMBER FOR TAPER DESCRIPTION OVER 0.40 AGGREGATE S O'Iiiiiiiiii� 1.65 COMPACTED EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Qi <> CONSTRUCT 12-2 WIDE CROSS GUTTER PER C.O.B. STD. ST-7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS /Iu \ ITEM OF WORK - SEE SCHEDULE COMPACT SUBGRADE TO 90% OF MAX. TO 1222 BEYOND PER C.O.B. STD. ST-9. U/ EXISTING SURVEY MONUMENT GUTTER LIP TO A DEPTH OF 12 CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4• LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 111311 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) s SEWER - REFER TO SEWER & STORM DRAIN PLANS 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE BIKE LANE MARKINGS PER CAL-TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. DENSITY PER C.O.B. STD. ST-9. EXIS11NG SEWER REFER TO SEWER & STORM DRAIN PLANS IN CONSTRUCTION OF ADJACENT UNIT. -<�D- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. ST-14. 0 SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. CAL-TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LEFT OR RIGHT AS APPLICABLE 8 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21C-19. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. 0 SECTION DESIGNATION: 0 m 0 TRACT BOUNDARY goo "STOP" MARKING PER CAL-TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO I FINISHED GRADE. ����® "AHEAD" MARKING PER CAL -TRANS STANDARDS A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING T SIG ENGINEER FOR THE SECTION LETTER UNITBOUNDARY �, !=� > , IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE L. man own amommmo� an � EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3p WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD - 2 NOTE.- SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST-4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS, STANDARD SPECIFICATION 8010 -21C-19, UNLESS OTHERWISE INDICATED. iL �V A� AA 4 R N 0 0 uj LIJ z LIJ U cn op V_ 0 rl W 1 w j CL VEND o T_ u') N-1 0 < 6 INININ, 0 z m 0 9 0 Lu l - CC NINNNN W �..� 0 in C) 0 0 >w 5-: m !E m Z Lu IINN- z vNNN NMI 0% A A *wl z W 1 w j CL VEND IL u') < INININ, 0 3:: co W 9 0 Lu l - CC NINNNN W �..� 0 0 C) 0 0 >w 0 !E W, >0m W Lu IINN- z vNNN NMI IINNNN 5; LU cc 110 a P*ft co Z c; z I,,,,, CL cn V_ Cl 0 I E- 0 W _j 0 > r cuj n w cn uj uj < cU � L o z W 1 w j CL VEND IL 06 < INININ, 0 3:: co W 9 0 l - CC NINNNN W �..� 0 0 >- 0 0 >w x !E W, >0m W Lu IINN- z vNNN NMI IINNNN to LU cc 110 a P*ft co Z c; z I,,,,, CL cn V_ Cl 0 I E- 0 W _j 0 W 1 w I 03 VEND IL _NI r N40r N40r N4r 'N :z LLJ C) c> n C) C) C) c> C) N417, -w -j_: LJ C) c) I C) LLJ V) LLI w C) P16 I.: Q_ C) C6 V_ V_ 0) C) rllO_ w WOO, LLJ F- (D _j +21 _0 d _j w V LLj c1c a C) F= CL LLOO Q> - U- C) L5 c> 0 <:z f C) C) C) 0 w c> 25 . POO. 10- < uj ft uj C6 1 4 C4 00 _C). Von C-4 -INSTALL WI -7 WITH C) M Go %- qo U> w "00 C-4 w U> Q f5 i x wu -3 MARKER < 0 LO < __j ul 40 • + �'a OM1 -RIGHTS OF THE -PUBLIC AS cy; + C3 -4 -0. C5 1 _-C C) pnq, INTERSECTION M 0 (X co L> x x + TO ANY PORTION OF THE LAND cl- C4 pn Ul Lh W LLJ 'L> w) w w 'C> Lj 00 GO. K)R) w Im W)pn M 46 - 6:2 - 006 N +_ - 11 q INTERSECTION c) C) 6 cy- CN LYING WITHIN THE AREA tOO, V_ cn --j cl ;!c - < STA. 25+35.87 COL., ASHE RD.= INSTALL IV7 W C-> F-0 W => ui ., LID w COMMONLY KNOWN As ASHE ROAD 0 0 STA. 10+00.00 COL., THORTON AVE. wi - (R) M p., , 6 P- M P- T- fl < 00 r-, :Z IF- C-) (n U U- U) Lu (n * STA. 36+38.11 C.L., ASHE RD.= �5 -00,0 00 5- co C> < un iOww� ui LLj F_ F- -- + - + c6 COID Lj LL_ V) (COUNTY ROAD No. 199). - - - - - - - -- - - - - -- - - -,- STA. 10+00.00 C.L., McKEE RD. OM1 -3 + 01 W LO 'd- w FUTURE TYPE M MEDIAN CURB ARKER =3 "1.0404. - - - - - - - - _ -,-- _b__9A_ffi 2. U - I . 11 �_ .11. 1 .11 FUTURE PER C.O.B. ST`D. DTI. ST- -n UNIT BOUNDARY TR < cj < cj 0 TRACT BOUNDARY* U. -N CU - ACT BOUNDARY 06 MEDIA RB .............. 6 5 FUTURE MEDIAN cn l_ q in (Www uj.uj in i-- STA. 26+40.28 COL. e-l-I ST SIDE) STA. 23+85.28 COL. 5 (WE 36+0032+00 0 31+00 -34 27 0- PER TR. 6758 Y�+00 NOO f5"27"E 7 MEDIAN 26+00 REFER TO II 6 c 5 0 L c 3 TH u + u. Al; I OUUMURK I < 7 7 r_ 3_1+00 IMPROVEMENT FOR CNI V_ rn LO °© EXISTING EDGE 'OF PAVEMENT TRACT 6758 FOR 4 NEW E.P. 2e DRAIN D Ag, LO EXIST rRl-1 CONTINUATION OF ASHE I - _6 _b INSTALL 2 - 3* TRAFFIC _lEEST_A._"A_" to r- 00 SIGNAL INTERCONNECT ROAD CONSTRUCTION In _00 18" DRAIN cn Lo cn Ln '01n, I CONDUIT WITH # 5 PULL BOXES. I U THE SOUTH H - If- - - - i I - I - .1 F b ��ill IL 1 - -8 .7 z t a Ic ic Ic - BEGIN MEDIAN/ R/W rR _7-_9 TRACT 0 l%4V%(" )/R81(CA R /W ?R7-9 4G7 BOUNDARY .A R26 En � STA. 23+85.27. C.L. 7.00RT.���= .MaIIa ``1 - 54 T.C.=347.48P (CA) --cn R1 -1 w PROPOSED BLOCK WALL C) -7 C) -C:) SEE WALL PLANS FOR 00 W C) C> 01 C> M o6 M C) DETAILS z PROPOSED BLOCK WALL C) uj r-z < r. 14- r-O. uj 44- _j VESTINU C) SEE WALL PLANS FOR 14- 1 06 V- 14- Of CIIII C> C> C). ui _j DETAILS IF 06 w GO 00 x Uj C3 Cj L.O: => 0 U- LO uj COr U- LL: v- p . # L) Q 2 4 w 6 ro 5 0 U- c> 1 3 1 V_ 5 7 M _j I_ Lop%. X%!p, TE-N E M Lq to Lo cd * I on w C> C14 c#4 P.: LL: M 0000 M c LA_ 5 v V_ uj '41 C4 j IR3-5R j + + +p6 28 VIIIII 5 + + 0 + _lO 0 JD M (L CID rl*- to 30 0000 Q M C-4 C4 U- cy) M + + to TERACT Cl r4_ a LO =--+ t 'A + + U P- PO- _j V) U.J C4 C4 U.J "to C) c> u.j to to 14- V_ 20 C4 04 < uj -j . . g _1 .11 0 < Coco 0000 < pov A- CID < < 0 M U.I U M ui • q • 11 C4 C14 06 06M C" 0 0 un uI -.W L-0 er M r^ 1 --926(C cn R26( R/W A) 3 00 Ir U.1 11 11 4 634G8 ;a 0__ Li < cp M C> Llj 0 c> uj 1-- LAJ M LLj a- w w v)::w Z_ 0 R V) C-) Lr) c) uj 0 SO Nr a < LLJ co 52 co F5 U- CO. r_j r 31 -1 _4 _4 49 0 LA_ U 46 381 d"m x a6 co LL. cc (=� a6 co AO 04 + + 04 04 © 0000 COY) CF) ,q- w CID CID co x + + Md(EE ROAD + + n to Ln to C37P 4ZWF'17T 1_R A. I A M -r -r C4 C4 cn U) -r -r n , -r r-.. NN cq W) 0 ni in in w in M 0�, _.. "t. 'ci OC a- T Go r--.. HOR TUN -A AVENUE 00 ;._ 0 w SEE SHEET 7 w V) + U-1 vi in 5 V) LLJ Lo ul M C%j W) c*q uj 29 lu • • 9 , w M En C3 . .. -r- r- r-ro pr) < cn cn < cn �wmI� w l_ u cn cn M Mv) < in in (STA. 23+85.28 TO STA. 36+38.11) TANGENT 'DELTA STA. "A" P.R.C.-FUTURE MEDIAN SCALE: 1" = 50" HORIZONTAL 47.40' 30.28' STA. 25+35.27, C.L. 6.58RT. 1 it = S' VFRllr.Al 360 356 352 348 344 340 EXIST. R/W CURVE TABLE CURVE RADIUS LENGTH TANGENT 'DELTA 1 30.00' 47.40' 30.28' 90*31146" 2 30.00 46.85' 29.721 89'28'14" 3 60.00" 40.13* 20.85' 38*19'04!* 4 -Ol 100 1 1.32" 1 0.681 37*47018 ...... 0� .M In En T.C.=347-09* 24+00 25+00 26+00 27 +00 za-t-uu 4v rvv %uI %RW %wr • 9 %ff %F 0101110aft.- - CL ASHE ROAD uj Cr uj Nt t EXISTING EDGE OF PAVEMENT W EXIST. GRADE -0.45' A.C. PAVING--J 0.40' AGG. BASE 1.651 COMPACTED O.G . TO *R' VALUE = 67.4 95% -MAX. RELATIVE -DENSITY. -J 119 = 9*► SECTION - ASHE ROAD SCALE 1 " =10' HORIZ. kJAJ 1 "= 5' VERT. TI-9.0 R/W `*--LANDSCAPE AREA COMBINATION SIDEWALK 360 356 352 348 344 340 TAPER DATA NO. <1> Ck STATION OFFSET FROM Ck 32+48.11 54.00 32+53.11 54.04 32+58.11 54.16 32+63.11 54.35 32+68.11 54.63 32+73.11 54.98 32+78.11 55.41 32+83.11 55.91 32+88.11 56.50 33+28.11 '61.50 33+33.11 62-09 33+38.11 62.59 33+43-11 6302 33+48.11 63.38 33+53.11 63.65 33+58.11 6184 33+63.11 63.96 33+68.11 64.00 TAPER DATA NO. < CE STATION OFFSET FROM 32+48.31 11.0ORT. 32+53.31 10.92RT. 32+58.31 10.69RT. 32+63.31 10.30RT. 32+68.31 9.75RT. 32+73.31 9.05RT. 32+78.31 8.19RT. 32+83.31 7.17RT. 32+88.31 6.00RT. 33+28.31 4.00LT. 33+33.31 5.17LT. 33+38.31 6.19LT. 33+43.31 7.05LT. 33+48.31 7.751.1 33+53.31 8.3OLT. 33+58.31 8.69LT. 33+63.31 8.92LT. 33+68.31 9.00LT TAPER DATA N0.<3>(FUTlURE) C STATION OFFSET FROM CL 27+37.4,8 6.00RT. 27+42.48 5.91RT. 27+47.48 5.64RT. 27+52.48 5.19RT. 27+57.48 4.56RT. 27+62*48 3.74RT. 27+67.48 2.75RT. 27+97.48 3.75LT. 28+02.48 4.74LT. 28+07.48 5.56LT. 28+12.48 6.19LT. 28+17.48 6.64LT. 28+22.48 6.91 LT. 28+27.48 70OOLT. EXIST. R/W q ASHE ROAD R/W EXIST. R/W CL ASH ROAD R/W 70 10, i 55p * t -7 48 6 64� I go0 -70$ -10 30 3 01 I -640 6 2 ► 6 9$ 10 < M z i M U © ca => FUTURE MEDIAN u_ FUTURE MEDIAN En PROPOSED MEDIAN CURB - 31- PROPOSED MEDIAN CURB EXISTING d i i �� 0 EXISTING EDGE OF PAVEMENT En EDGE OF PAVEMENT 2% 2% F.�[S.T,,.GRADE EXIST. GRADE H X LANDS CAPE LANDSCAPE AREA AREA R CURB AND CURB AND GUTTER COMBINATION 0.45! A.C. PAVING GUTTER COMBINATION -0.45' A.C. PAVING SIDEWALK 0.40' 1 AGG. BASE SIDEWALK LO.40' AGG. BASE 1.65 COMPACTED TO *R* VALUE = 67.4 1.65" COMPACTED O.G. TO 'PR'o VALUE = 67.4 95% -MAX. RELATIVE O.G. 'DENSITY. TIP = 9.0 .957o MAX. -RELATIVE DENSITY. T119 = 9.0 SECTION -ASHE ROAD SECTION ASHE ROAD ) \,J to 4 SCALE 1 =10' HORIZ. \J 4 SCALE 1"=10' HORIZ. ot ' 1 5" VERT. 1 =5VERT. T,10=9.0 TI- 9.0 LEG END: CON LEGEND: (CONTO� CONSTRUCTION NOTE NOTE• LEGEND. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND Rl-1 FURNISH & INSTALL TRAMC 19GNS PER C 0 B. STD. T-19- -------- ---- -------- CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. ABBREVIAT`IONS 0 PROPOSED SAWCUT LIMIT LINE STORM DRAIN PLANS FOR DETAILS. F.L. FLOWLINE POVC POINT ON VERTICAL CURVE *R1 -1*. - STOP 'owl-1,4 CURVE ARROW TS FURNISH & -INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5p COMBINATION SIDEWALK PER C.O.B. STD ST-3. -2. McKEE ROAD & MOU-NTA[N RIDGE ROAD C.L. CENTERLINE BVC BEGIN VERTICAL CURVE R4-7 -KEEP RIGHT END to " E 0.30" TYPE B A. ELEV ELEVATION EVC END VERTICAL CURVE *R6-1" -ONE WAY *W3-3* - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO B C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION *R5-1" - DO NOT ENTER '*W3-1* - STOP AHEAD 3 UNITS STANDARD PLAN RSP A88A CASE A. 0.40" AGGREGATE BASE OVER '0.80' COMPACTED l*R26(CA)w - NO PARKING "W14-1* - NOT A THROUGH STREET IC FURNISH & INSTALL INTERCONNECT CONDUIT O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - RIGHT TURN ONLY *WI4-2* - -NO OUTLET TR5 CONSTRUCT 5.5" STANDARD SIDEWALK PER C.O.B. STD. ST-3. STD. ST -9. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 81 (CA)" - BIKE LANE "Wl -r - DOUBLE ARROW M3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT PER C.O.B. . EC END CURVE TC TOP OF CURB 7-9* - NO PARKING/BIKE LANE *Wl-6* - SINGLE ARROW TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=NO. 6 SIZE SAWCUT EXIST. E.P. - 1" BACK OR AS -DIRECTED BY THE CITY 3. ASHE ROAD PAVEMENT TO BE 0.45' TYPE "B" A.C. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 0 CURVE NUMBER FOR CURVE DESCRIPTION 5 ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED OF VERTICAL CURVE FC FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS F.O.C. FACE OF CURB R/W RIGHT-OF-WAY EXIS11NG STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12P WI-DE CROSS GUTTER PER C.O,.B-. STD, ST-7. 0. G. TO BE COMPACTED TO 95% 'RELATI . VE DENSITY COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST-9. ITEM OF WORK -SEE SCHEDULE 31p FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS GUTTER LIP TO A DEPTH OF 12 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B* EXISTING SURVEY -MONUMENT CATCH -BASIN - REF TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26* BOTTOM WIDTH DRIVEWAY W/3! WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD.' T-1. S SEWER -REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST 4. (UNLESS OTHERWISE NOTED) BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE BIKE LANE MARKINGS PER CAL-TRANS -STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.-O.B. STD. ST-9. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. 5. ALL CATCH BASINS TO BE TYPE "W" WITH 3.5" OPENINGS G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL-TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-1 4 UNLESS -NOTED OTHERWISE. FURNISH & INSTALL STREET UGH T-58W LUMEN PER C.O.B. SID. ST 14. LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST-14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 90p *STOP* MARKING PER CAL-TRANS STANDARDS INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. • M w TRACT BOUNDARY A73C WITH W -31 (CA} SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING,, THE DESIGN ENGINEER FOR THE SECTION DESIGNATION- AHEM "AHEAD* MARKING PER CAL-TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. J PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTION LETTER UNIT BOUNDARY EXISTING STRIP00 AND MARKINGS, TYPICAL CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD mmmmmm=� A.C. PAVEMENT TO BE REMOVED AND DISPOSED. PER C.O.B. STD. ST-4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WERE -SECION IS -SH ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (7) -SHALL BE -STRIPING TAPE (SSP) OR CONSTRUCT TYPE 7M" MEDIAN CURB WITH 10"0 REVEAL DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND 11 PER C.O.B. STD. ST-2 (REVISED 6-2-99). STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION -8010-21C-19., UNLESS OTHERWISE INDICATED. 0 0 0") < 0 z 00 C) It 0 Z LL_ "Of LOU w 00 r wCD V) CV ir Ld M Nft.v ro C) 0 OL x 06 0 0 0 Z; C13 cl M M in 0 LLI 4c Ld TIl__ 11i F- W W as r � 0 /.1- C� 757 M co co Uj • Q � � 0 LL_ co so x Lu LU �t'3 Z W Co C) 40 z CA to C) C4 0 U) L4 z 0 0 0 4-0 ZA > bi Lu :z Li :z uj Lu cr_ CL cn (n OfUj Lu cr_ Of Uj O La < W W as r � 0 /.1- C� 757 co co Uj • Q � � 0 co so x Lu LU �t'3 Z W Co 40 z CA to C4 0 WOO L4 0 0 4-0 W W as r � 0 /.1- C� 757 (� INTERSECTION STA. 10 +00.00 C.L., McKEE RD.= STA. 36 +38.11 C.L., ASHE RD. INSTALL W1 -7 WITH - OM1- -3 MARKER I N 0 m I I V_ s- ir i INSTALL 2 - 3 INTERCONNECT ) ' CONDUIT i i i i r f 3 I kil 1 I 4 £ S I � t I t1 i 80' r i Y. j� 70 I I t 64' 11 I0 r ASHE ROAD SEE SHEET 14 FOR STREET IMPROVEMENT PLANS SEE SHEET 18 FOR STRIPING PLANS � INTERSECTION - :__.._. _ «.. _ -- -.. __ .. _.� _. -�.. _ __ _ . _. STA. 1-8 +13.07 C.L•, McKEE RD.= M,_,_r.._ -.._ .M_._ ..__... __r _,_. _._._ :�._ _ . _..w. �. _ _ �. -_ w.._._ �.V _w_ .._ . �... :_. _.._ .-. __�_ FUTURE R W -- - - �._--.�.__ _ _,_ .- __..___ �, __ .'_._ _ ___...� .-- _- .____.___ _.._ _-._ __.___... - .�,_,._. - ___'. _._..��.�. _�. __ _,_______._._ - STA. 15 +11.59 C.L., FREEPORT WY. I t.0 ._. -__- .._. _�__.. _ __._... ---FUTURE / _ - __._.___�___ __ ___ _,-- . -�,__ __ -_ _ I I :..TM. .__._ __: _ _ - _ _ __ - _ �. _ _ - �__�.___�_ '._ ,.-._.. _.: -_- __w_ __ .w._ ....� ____ -__ ,-. ._...... _ ,___. _,_._.,. ___ .___ ___ ___ ,- __ . _._ _. __ _._.- _- _____ ___ _ ....._ ____ .__,,. .._- __ ___ ___ _._._. _._ ,. -_._ ___ _,.u.- .._'.,, __ .__ ..-- __ - __ _a.__ . - ,_._. -- ._�,- ..___ __ _..w... .— .. `_ _ __ NW_- ..-.- __...- .... _ - 1 F UNIT BOUNDARY I � STA. 16 +63.43 C.L. INSTALL W1 -7 WITH I Ck MATCH LINE (500 FT.) OM1 -3 MARKER STA. 24 +00.00 C.L. 11+00 12 +00 13 +00 S89'02'46 "E W3--1 14 +00 1 W31 (CA) 15 +00 16 +00 17 +00 18 +0 19 +00 20 +00 1400.00' 21 +00 22 +00 23 +00 . - - 4 +00 - -1 - - - I \ 1 .43 ... ... 14.4 86.9 ... s' �" __ _Kw._.. _. _ _.._._ _,. ..,�._..._..__._._.W.,._.,: - _.._..._,. ._ .,_.._.,_.a... _....._.._,._._ „� _., _._ :__^_,...__" ic' '' __'__.__..�.,..:,_�...w._.___. . _,.._._ -- - �.�_........�.. - - - C _. __A_._�.._.a_:--- .�._,__ -- . __-_- __-- _-- ._»___r....__._....._.. _ _ r , - 11 �- _ . . _ ..A...._ . _...,.�..._._. _._-___ . _ __ __ d- _ __ __ 4 w _ ti __ _ _._ _ . _w_, _ _ __. __._._ _�._. _ _�.,_ . __ r �, EXIST. 15 SEWER EXIST. 15 SE R�_ A EXIST. 15" SEWER d- EXIST. 15" SEWER ", ' 1 Lo d- � I ! 1 I. � 1 Q - 3 3 3 1 R i� Fc i 5 -_ -! _$_ -6 -3 Gam,.,... -- f-- ---_.- - -- -- _.,_._ - -- -- -..-- _ _ _ '011 t _ _ ... _ �____ ._ - .� _ 3 _.. _ _. .,.,_ - - _....�.�..,.. - ._.,.r. .._ ... _...�_ - . �.�. .� �_ - �.. - �. ,.._._ _..... �_.._ - �a...a�t� - _ ' _� � -� R W 18 634/- � R W 4 R/W 1 4 / PROPOSED BLOCK WALL / 4 PROPOSED BLOCK WAL I 11 SEE WALL PLANS FOR 11 . u I � M w 11 SEE WALL PLANS FOR FIT• �� W Of DETAILS �, r RETAILS +- a C d- o p U� N `n Iii o t I I i I °o i o w w U I w __I -i J_..t w �� J JJ --J-_j 50 49 48 46 w 10 T J ' .�.. V u: W CO Co O O U Li Li -11 I Coco, o- p o% 0000 30 30 � r I I I I I I r i I o o i U 1 �- �r �_ o o Z +�i r�i cy c-j 20 20 °° I I I I I I Q C� c i I �„ I rn rn z to = u� co Co co i ro r� w N N w o o p ++ ++ I Coco oC oO OO N N -co- - � . _.• �. - w `- F'REEPORT WAY T_ _ F-- �- W N N N N ci r r-- (3 as C as M �� �. �� SEE SHEET 12 C3 ¢a a° Qa � QQ LU c~n w z U) V) cn m cn cn .�� u c c i M c i c i Q cn cn w cn cn CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.40' 30.28' 90'31'46" 2 30.00' 47.31' 30.19' 90'21'29" 3 30.00' 47.12' 1 30.00' 1 90000'00" McKEE ROAD (STA. 10 +00.00 TO STA. 24 +00.00) SCALE: 1" = 50' HORIZONTAL t" = 5' VERTICAL .._..:r.. .._r.__ ___.Y.ri.. 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CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT -OF -WAY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. f EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. --D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN 360 356 352 348 344 r� i _711 : LEGEN D (CONTJ LEGEND: (CONT.) 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W..,... ,.._....- .....- ..�,- ..�,. -,..,_ .._.,_»._._..._. . �.. __._.- «.�.._�.,.�,...,�..____., ..._.. ��._. �_--____..._...-.._._._.,.. �...,..._._....,_ .............._....:. y......,. .._.._._._- ...._..........c._.. ._...._»........».,.¢,._..._..._,. � ....w_�.,a,..,,#}_._........... _._..._.,1 �....,,...-_ � .._.>.W.._..,_....:#.........«- .,.. ---- �-- '- - °Y-"- •--- -t -- ..'•.s''- �-• - -- � -. �..}... _ . ^.,....,:.�,.....,, ,...�..,_ ..- .�...g..,: _.}......_.� ,.....w.�,. »�..- .-�-•• -- -�-� -� , 2 4 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31+00 32 +00 33 +00 34 +00 35 +00 36 +00 LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT -OF -WAY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. f EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. --D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN 360 356 352 348 344 r� i _711 : LEGEN D (CONTJ LEGEND: (CONT.) CONSTRUCTION NOTES: NOT S: R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ----------------- - - - - -- PROPOSED SAWCUT LIMIT LINE P 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.Q.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND -'� "R1 -1" - STOP "W1 -1" - CURVE ARROW z Wec STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2• MCKEE ROAD & MOUNTAIN RIDGE ROAD - "R64 - ONE WAY »W3 -30 - SIGNAL AHEAD R5 -1 - DO NOT ENTER W3 -1 - STOP AHEAD FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL z PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER M o IR "R26(CA)" - NO PARKING "W14 -1" - NOT A THROUGH STREET Ic FURNISH &INSTALL INTERCONNECT CONDUIT 3 UNITS STANDARD PLAN RSP A88A CASE A. a Q.40' AGGREGATE BASE OVER 0.8Q' COMPACTED "R3 -5R" - RIGHT TURN ONLY "W14 -2" - NO OUTLET "W1 TR6 PER C.O.B. STD. ST-3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY "R81(CA)" - BIKE LANE -7" - DOUBLE ARROW TUBS FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST-9. 5 "R7 -9" - NO PARKING /BIKE LANE "W1 -6" - SINGLE ARROW 1 TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION 5 , SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY 3, ASHE ROAD - PAVEMENT TO BE Q.45' TYPE "B" A.C. -- D - STORM DRAIN REFER TO SEWER &STORM DRAIN PLANS 1 <> TAPER NUMBER FOR TAPER DESCRIPTION ENGINEER/DESIGN ENGINEER. �I > OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED w-- ---p -- � «r -- -^ �W EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS U 6 CONSTRUCT 2' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND O.G. TO BE COMPACTED TO 95 RELATIVE DENSITY PER C.O.B. STD. ST -9. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �# _ ITEM OF WORK SEE SCHEDULE » GUTTER LIP TO A DEPTH OF 12 . 4. „ LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B _ CATCH BASIN REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W 3' WINGS / PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} 7 INSTALL W- 31 (CA) SIGN WITH OM 4- 3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE s SEWER - REFER TO SEWER & STORM DRAIN PLANS z > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. m _._..._._.._. _.,....,_.. -_ _. _ �_....._ _ EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. Q° Q - REFER SEWER &STORM DRAIN PLANS. SEWER MANHOLE E �n _ CAL TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 8 ,� PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 UNLESS NOTED OTHERWISE. ,, =rn STANDARD SPECIFICATION 8010-21C-19. � ' r A `a 0 SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. ry- W s ...■. m • �� m • �■�■■ • m TRACT BOUNDARY "STOP" MARKING PER CAL _ TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN" 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. � Y,. F, AHEAD AHEAD MARKING PER CAL -TRANS STANDARDS "AHEAD" 0 A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE' 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE ,f •� .. .. UNIT BOUNDARY IS TO GO FROM FLOWLI N E TO FLOWLI N E. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 4qh, EXISTING STRIPING AND MARKINGS, TYPICAL 1 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3 WINGS >-> SAME AS SHOWN IN THE APPROVED PLANS. SHOULD` NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED A REVISED STRIPING PLAN'Y9 ' -p° -- W SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 . ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING, TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 L) qv I STANDARD SPECIFICATION 8010-21C-19, UNLESS CD CD N..K ,,4 OTHERWISE INDICATED. WC) N 00 x. Jr j ,4 p � >~� 3� R t9 Ott �� �� +. r � Q C�? O D yy x;r.urxr- s.,,•t+?•+,,, m„+.w.onsn ie•,ra.-;m ^a.'C °.•tr4:un.ru,rec:w wxM`..,•sr'4 `: - .. r- ..:xv.rr -.. ta.. .- .. <r+!x..v.t+.•.,au.'rc.. hnr.'w n t>«.a.I m J J cn z Wec C z M o a V) 5 U ui W U co !� z �cn m Q° W ry- W 0 a cn� >-> W W CD CD WC) N 00 Q C�? O D Iyg� jt Y'v # ff CURVE TABLE CURVE u F LENGTH TANGENT DELTA J O 30.00' 46.89'- 1 29.76" 4 n 1 I / 1 30.00' '1 • w J -i u U- I / w J -j . U LL. O ._.ti °• � coo � / - . lL .-.- . I W MM I / rn rn J _.1 m Uli m ++ / I N N I W NN , 8 % �� ° co co M / -< STA. 36 +45.99 C.L. McKEE RD. r _ _..__...y._.. . , `.I ! = oo ao FQ- FQ- t� cn to INSTALL W1 -7 WITH } 1 i 3 T_ r o++ I �J `�' `�' � / I �� � L PROPOSED BLOCK WALL I M < Q `s U) cn SEE WALL PLANS FOR � DETAILS O O 0 - - - _- _.�.__- ._t_.�__ �-- �- .- -..�__ _ // ; = = _ = - = -- R2fiCA CURVE TABLE CURVE RADIUS 1 LENGTH TANGENT DELTA fi 30.00' 46.89'- 1 29.76" 89'32'46 1 2 1 30.00' 47.36' 1 30.24' 90'27'14" IUNT 1 I I 1 1 1 1 I I 35 , 1 1 1 1 1 1 1 1 1 C rl@ /-R/" I P i Kf:3 tt _j 0 ro I • J _j Illjiiiiiilll U li ' co co YK) i 39 NN w - + W NN ' m . . I m �E_ I I (.D V) V) I 6J4H6 _ � _ .4• fit_ n I OYSTER WAY t1 i SEE SHEET 13 !� _j O O 30' 30' I- 4 M ' 2 20no. I t--: J C) I , - 5 I� I C3 ti 41 "I I cr- �___ M I I 00 ` w J -j . U LL. -.p �? Z w 1 M to c k� r-- 00 00 I o N I MM 1 O rn rn w w ono °p %. Z N N I QQ �I , 8 n I U N '\ t1 i . \ 1 2 !� _j O O 1 4 M \ \ __j_j � 1 \ C3 ti 41 "I I cr- �___ IT-lwW - I 1 00 ` f1\ nn + + \ M to c k� % \ 11 PROPOSED BLOCK WALL � SEE WALL PLANS FOR w cn c" v DETAILS F_ I R26 CA - - - - - _. - __ m %. _ - _-m-mw - - ---Mmm-- - - �- - � - . ----.w 2b// / . / 27 N '_� U T 6 ��:�5 1 1# O N� J N O r j uo to t ko j 1 "I W z JJ> W i Z C3u:w J cn r, r-, W La_ m �r,�° 1 C) !jLjJV 1 Q rl n < UJ wI Q QQ�� cr- CL (3 1 C�V)V)z °o -U4 R/W P/L I - - - 0- ____ - __ � - - A - - �" - _ - fit• - - ate..- _ - --o-----" - - �� .9- - • - - -.m.0-m- _ "in � - Cl --J% I 0 "I�� 17 *% - 111% __j 'i . I C3 u: - I NN I � r_ + + to .ci-c� �_�_ - En cn 0 -- - -- -- -- -- -- `j D D D D D u� �•� D �/ °O � _ 1 18" DRAIN �'- � 18" DRAIN I oj d- R EXIST. 10" SEWER �' �' " �' .k EXIST. 10 SEWS EST• 14 SEWER r w �. 649.41 ��L+ �--, s 0 30 00 E 2 +a 25 +00 r 2 +00 27 +a0 28 +00 26700 30 +00 t r 3� +00 3 +ao r r'` 33 +00 318.37 34 +�0 3 +00 - ow 1 XISTING EDGE OF PAVEMENT 1 5 5 INSTALL 2- 3 "� u I I - E INTERCONNECT �-�' I `" NO I d- �- � CONDUIT EXISTING CURB AND GUTTER :�'___ ' I i ci� _..... _.._. _.... .- __.. - ...� �..� .. ._... �.. _.... _...- --- .- ._ ._....� _�... - _... -- -- .- ...._- .... ___ -�-- -�-- ..�_..�.� _.�..� ...� �. ___ ____ .�.._ -- _..... .._ - ...._.. __._.. �....._. - -.._.. _.._ ..._ - �. _......._ .._..�__ �..- . _.._ - .._. --- �__._ _._.._... -M- . -- -. -- .�... _. --- ...._ ..�... ._.__ _.�.. �.,_ --- l'.' . �._. �....;,..�...�....�,._.�...�... ,_.. I jc � �c rc 1c ;IC tc �c jc ac Ic is ._ . l _.. _. w .._ _ is 1c tc is Jc 1c ac 1c Ic �c is �c _,_ _ w,. .. ,.._ _._ . ---- _..r.,....._.,..._.� -.._, ,...... _..... -..y.- _._.,.- .._.._ ..,_ _, ..w...� . _ W ... . _ . ... _,, .... .... .,_ _ - .y .r . .... _. _ y... .. _.._ .� �.. _ ..- _._.. w._ _.., _.. _. _. _.. _ _.._ .. �. .- .,._..__ _ ____ .... ____ .y.. ,� .._... .. .. .. .. ........ _.._ .,,, . ..... , _.. ._. _._. .... ..... .... -.. .�.. �.. .. o _. ..,.«,.. ..�..- ..��+. -�.. ...,.,... , -...a� ....... _�..: .... -.► ....... -+R+- �.. ..... `1..� .+..,:..- '.G...�. .«_r..- ....:+i. �+.. ........ �...y. ...�.. � .��...,. ......� .-,.rte �-.. ..r,..r ...-.. ....o�- �. -.... :.•.� -� +..:.�� �..«,- ........ - �-.`++ ..r.r.- "'"°..,..w. ..+,n. .,.-.o- :.r... .a_..., -•.,�+ ..+..... +s•. -.. """+.r..- . -.n... ..a,.... '."r � "'^,.r,,... +...,r..,,..w,.... �+..Y.,�.r.. ,..r+......,. ....y..:....+- .,..... �r+...� �+.-.� �+. -..� '""•,,..r. • .:. ". ______w�_w_ _...,- _ ._ - ___ ..._ - � r - ... .... ..,_ .__ _ ... �. - .. _ . Y W �... _.. _.. _ . _.. . _ .. '. I . - ._34 ' �� 1 �- INSTALL W1 7 C" 1\1 � � � "" a REMOVE AND SALVAGE I ��J 1 1 I 11ITH OM1 -3 ° I I I I 1 I I f v MARKER W 77 1 I 1 I 1 1 I Z EXISTING BARRICADE SIGN 11 ,1 i I 9 1 I 9% I I 20 20 m 9 >� 3 9 4 5 L. 101 4 "' i I - I --- ; W 1 3Q 30 9 2 I~ >_ I ' ) r) Q I— + ro I I I II 11 1 I !. �� IiI I N WHITE WHEAT AVENUE . . (o � SEE TRACT NO. 6290 z C' C3 STREET IMPROVEMENT PLANS MOUNTAIN RIDGE DRIVE o Ma°, Q 000 0 (STA. 23 +18.34 TO STA. 36 +36.71) � + + SCALE: 1 " = 50' HORIZONTAL W 0) N z - ____"�__vy__:_p"" . 1" = 5' VERTICAL Z �� in in P/L McKEE ROAD SEE SHEETS 15 & 16 48' I t 45' >- f P i 34 t Q 1 1 I � n X X °_ � c � Q ' w © © S3j "I I cr- �___ . I __Al - N `W U , I c" O i Q , I ~# V } � 000 m 1 ` 'Y c•m z rn� z X , - � no mg'" i 1, a s � 1\ I k x. ! �. l�>. INSTALL 2 - k I I INTERCONNECT CONDUIT q INTERSEC TION W STA. 3 6 +36.71 C.L . MT. RIDGE ROAD= = _ - STA. 36 +45.99 C.L. McKEE RD. r _ _..__...y._.. . , -00 . :f INSTALL W1 -7 WITH } 1 i 3 OM1 -3 MARKER R/W 48' � MOUNTAIN RIDGE DRIVE 11 3' 45' 1 i - I - 3' LANDSCAPE LOT I 6 34 1 _. W I J I � � - 1 = 1 Q 0.30' A.C. PAVING 3:: I/ X 2% , 2 < - 7 --- -..-- 2 UNDER CONSTRUCTION ___ ______ l __ _________'____'' 9 N'' - I - . I PER TRACT 6290 °- }':� Fj�� ,�f,�° f'.�;r','`'; IMPROVEMENT PLAN SIDEWALK 0.40' AGG. BASE ,� ,� CURB �c GUTTER 0.80' COMPACTED O.G. TO R VALUE = 56,9 95% RELATIVE DENSITY. T.I. = 6.0 SECTION MOUNTAIN RIDGE ROAD r D_'-'� SCALE 1 " =10' HORIZ. 17 1 "= 5' VER T. I I .)� / I ! I I I #I I I I I P R/W I i I I i i I 5 ___ _. __ __ __ _. __ u _ ___-� __ _ �. _.�. _.__� _ ..v_ _ „_ _._. __ �_ -. _ w.w.ws_. 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I 9 y i F i ! S r ,I € I i � {_ i 1 I e I s i t ? I )i 3 f gF tx II I I I I r I I i ; I I t x k f 1 f I I i n i I i s } j -` i = 3 r I ; I i r t i I ? i i I t. i i f 7 I I I 3 I i i I i E i S I i i I .I I t � s i I E I ; ° i� I ( 1 i I ; i _ i 1 's i ! I t i, 1 i r 3 t ' � 41 t 11 i i I ' r i t 1 i i j i 4 I i I I ¢ j f ? 2 a 11 i� 1 I 3 i I I I 5 I I ; I I' € 5 Z i f .f C, I } I ( } f { S 'e I t 1 j I S ] 'I i z 1 I i j ? i I I f `. g # ). i I I I S I 2 # ! i i j I I z 's ; s ji f i i 1 S f i i t i § I x I 4 i i I f. i I i i ! , 22+00 23+00 24 +00 25+00 26+00 27 +00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00' 36+00 LEGEND. ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PI VC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.G.C. FACE OF CURB R/W RIGHT -OF -WAY 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q- - ri EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. --E)- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SECTION DESIGNATION: SECTION LETTER A -- ---- - - -- 2 SHEET WHERE SECTION IS SHOWN LEGEND: (CONT.) LEGEND: (CONTJCONSTRUCTION NOTES: NOTES. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ------------------ - - - - -- PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1 • FOR SEWER AND STORM DRAIN, SEE SEWER AND "R1 -1" - STOP "W1 -1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT "W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RID "R6-1"- " " GE ROAD - "R6 -1" _ ONE WAY W3_3" _ SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER R5 -1 DO NOT ENTER W3 1 STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26(CA)" - NO PARKING "W14 -1" - NOT A THROUGH STREET IC 3 0.40' AGGREGATE BASE OVER 0.80' COMPACTED " " - T N ONLY "W14 -2" - NO OUTLET FURNISH &INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. R3 -5R -RIGH TUR L T 3 T 5 T 6 - O. G. G COMPACTED TO 95% RELATIVE DENSITY "R81(CA)" BIKE LANE "W1 -7" - DOUBLE ARROW • FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 ( ) CONSTRUCT 5.5 STANDARD SIDEWALK PER G.O.B. STD. ST 3. PER C.O.B. STD. ST -9- "R7 -9" - NO PARKING /BIKE LANE "W1 -6" - SINGLE ARROW TR3 =N0. 3 1/2 SIZE TRS =NO. 5 SIZE TR6 =N0. 6 SIZE , -- p _ 1 CURVE NUMBER FOR CURVE DESCRIPTION 5 SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY 3, ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. STORM DRAIN REFER TO SEWER &STORM DRAIN PLANS ENGINEER/ DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED '___l. _.. _ _- .- ,- -..- .....-- ._-._.._ & -,._-.,__- ,.._.-- _,..._...-...,, EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS lc> TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD . ST-7. O . G . TO BE COMPACTED TO 95% RELATIVE DENSITY STORM RAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS # ITEM OF WORK -SEE SCHEDULE 6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. 0 ST D M L Q ( ) GUTTER LIP TO A DEPTH OF 12 . ,, ,, CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS 4. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. g PER C.O.B. STD. ST -4. UNLESS OTHERWISE NOTED INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT A.C. OVER 0.40 AGGREGATE BASE OVER 0.50 r :`Mn 4I w $§' ; "�' - ; 1. s 4 - v,c..:,ir,. .,..,L. - 7� fir., . s SEWER REFER TO SEWER & STORM DRAIN PLANS BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE , ",..�_ � ` .' y 'N', AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH � ` `� W:ti °�` BIKE LANE MARKINGS PER CAL TRANS STANDARDS DEN S! TY PER C.O.B. C0BSTD. ST- 9. ', { �;., � r s ; '. -���--- ---�� I---�--.-�-- . -�--- ,- -�--- -- -- 7. - __._- ___--�Y�- __ EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS m� � � �'� CONSTRUCTION OF ADJACENT UNIT. 14 a z 0 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS .''I _, ` n; SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. CAL -TRANS TYPE I V ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ? i ' .-l_� ;. :> n,t h LEFT OR RIGHT AS APPLICABLE $ 3 � 4 >�;I (';. _ STANDARD SPECIFICATION 8010 -21 C -19. PER C.O.B. STD. D -14 UNLESS NOTED aTHERWISE.e j =}s a ^ I -j ® SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 3 ' ; lemlomm %51 (y "STOP" MARKING PER CAL -TRANS STANDARDS 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. s* : .. }` INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN TRACT BOUNDARY 9 A73C WITH W -31 {CA SIGN WITH OM4 -3 MARKER. BARRICADE ` ,+.e ms ° ` '` ` °� AHEAD AHEAD MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE � ."' ff i p j �� a .I< .. UNIT BOUNDARY I S TO G O FROM FLO WLI N E TO FLO WLI N E. ;..r� � r, PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE m "_ w` ° �: � ° =� = µ EXISTING STRIPING AND MARKINGS, TYPICAL � SAME AS SHOWN IN THE APPROVED PLANS. SHOULD �%' 10 CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS �� O PER G.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 l D� ��-s Yw WITH (T) A P : --A-. .. z A. ,f.� ,ALL PERMANENT STRIPING &PAVEMENT MARKINGS LL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND y � \ J R` AY I TO PAVING �r�� r` .A&' 11� TO BE THERMOPLASTIC PAINT PER CALTRANS �g�* r L� , �,$ Y STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS ., r ;ti � ; : 4 ;a STANDARD SPECIFICATION 8010 21C -19, UNLESS , }I, & �,� ,. �" 5. F';j. �,�n}� '-' .�.. -; },,w, -. �Y,i� ,, M,. . .-3.+ .. ,Y ,.,, q!"'. .;•.s l ..n.4+�u�t^r.< Jt OTHERWISE INDICATED. w_. i.... r s�rMy. - :.�: x.e,n..,,. ,.n.. . >- m .J `z I V) W m L M O O 5 U uj � (W(� LL U V ) ii Z (n J m < C�� 3:: U L_LJ > cy .i. L_� Of . . 0 0 W co cf) 5; 5; Lli W Q0 !` C:) O Q N Q -- o t I O f t I - & _7z ' I'D I eo"' 7 k: y ;.;A 4i.: p_4% ' *•: F:�- �2A, e t . is I z < � (a) cry 0:: C) C) C) C) C) C) 0 C) C) LLJ 04 C) Lir) _j =0 4 (6 ol: V) 04 44C Q mo Q (Y-LLi < - C-4 w n rz cq clq F- m 00 _j C-4 te >- 06 M 04 C-4 C-4 04 (0 F- -i ..- < o:: C14 C4 a Q Q C44 cl*4 0 L(i zc- Zc tn _117 < . cq M 00 F-00 JF�- Q 00 to < ul o0 0 04 j ) ? La F00 It I"re) w C::) ;�-j 0 cl + # . Lu + + c6 r r J C> n W) 0 co V-. N Z ZN < "I 04 W + V-D LLJ n F- + V) z 04 M C4 V_ mu- US + + po ca w I— U.1 o:: to 0 Lq. N L-)l En M.En M (n C'4 Ir- RIGHTS OF THE m to V) PUBLIC FOR ROAD PURPOSES m En FUTURE MEDIAN CURB .9 MEDIAN FUTURE MEDIAN CURB CUIRB- U 'L E M, + CL 7zz/ 77 00 ,77--- 4't+ 25+00 26-�oo 00 ul - - - - - - 177_ 7- Lo 27+00 29+050 730+00 1+00 s77 7 4 A _�o Z�zl NI/ �k4 �i '4 "44 NNI N11 �\ 0- V-, �, ��l -"'- _.. �a z - I m\� 7�117 77 LL IT 14 c> C) V_ V_ m F, CN re) 00 LLJ c%4 EX. EDGE OF PAVEMENT TYP. Lu En 32+00 Ile C3 'Pei _j c4 CN ffi co + + CN + w in W tiJ En m V) U I.- Iii En 33-�00 34+ ao 4- C-4 �,�,} _ - ULIAIL Zfbkl) I DETAIL 27t3kl) DETAIL 22(T) C4 JL . ..... 27B(T) 5 MEMO= mm r DETAIL T --n M T DETAIL 22 00 00 TYPE III ARROW 'd- I f)ItT DETAIL 39 DETAIL 3��� 8 DETAIL 39 DETAIL 22(T) f"),N --mmmmq� :�s 0 T= DETAIL 38 DETAIL 38 T_ Lo K LENGTH TANGENT > T 00 8 "1 Cl 90*31"46" CV W) R26 (CA) R7-9 R LW R7-9 _ll=)_6J4G7 R7-§7F 00 _j R2_6fCA) Lo 00 30 , 9 J4 + uj r R7-9 + M z cq cq n -4 c n cc4sql 04 PA z AVENUE LLJ m I- W C.D W 7 E r r t PROPOSED BLOCK WALL m V) m V) Ld V) V) C) C) SEE WALL PLANS FOR SEE TR. 6758 STREET m ac moo o CK 0 r ;Z 1= DETAILS IMPROVEMENT PLANS FOR MEDIAN CURB AND C) w C) C> c:' a cq w I C) C> C) c> PAVEMENT STRIPING 28 J -J • m Go I oi 29 I I 2 1 3 1 4 1 5 1 1 7 35, __j 0 C> 0) >_ C3 U-* c> c> 5 co 00 0 M + + N F- F-- U) V) EXIST. DETAIL 32 PER TR. 6491 TO REMAIN I'll' IN III *zoo= I 0 => m F- CURVE RADIUS LENGTH TANGENT 00 T 00 8 "1 Cl 90*31"46" CV W) 46.85' I 89*28"14" 00 00 _j tn _j 00 Lo 00 30 , 9 + v + uj + -At + M z cq cq n -4 c n cc4sql 04 05001108" z AVENUE LLJ m I- W C.D W ;!c 0 LLJ F- F Lo Uj m V) m V) Ld V) V) 35, __j 0 C> 0) >_ C3 U-* c> c> 5 co 00 0 M + + N F- F-- U) V) EXIST. DETAIL 32 PER TR. 6491 TO REMAIN I'll' IN III *zoo= I 0 => m F- UNIT 4 SEE SHEET I I i W o6 cn i i � �. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA T 30.00' 47.40 30.28 90*31"46" (2 30.00' 46.85' 29.72' 89*28"14" R3 -5R ;; -c Lo 00 30 0 30 , 9 w + 1-20 20' M z Lo " 1500.001 131.39' 65.74! 05001108" THORTON AVENUE LLJ m I- W UNIT 4 SEE SHEET I I i W o6 cn i i � �. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA T 30.00' 47.40 30.28 90*31"46" (2 30.00' 46.85' 29.72' 89*28"14" TYPE III ARROW (TYP.) DETAIL 38A(T) 30.00* 46.89 29.76 89"32"46" 30.-00" 47.36" 30.24' 90"27"1e 1500.001 131.39' 65.74! 05001108" 7 t 15-00-W 113.21 1 56.63" 1 04*19'28" U N 1 1 ASHE ROAD (STA. 23+85.28 TO STA. 36+38.11) SCALE: 1 = 50' HORIZONTAL 1 = 5' VERTICAL m w a -4mw Nomw a No m AV In w m in mmmww wommomp, w w w (STA. 23+18.34 TO STA. 36+36.71) SCALE: 1 op = 50' HORIZONTAL 1" = 5" VERTICAL OYSTER WAY SEE -SHEET 13 cn cn Jol C) C) 00 14- C"4 r) ;Fc + OUJ Lo uj in n INSTALL W1 -7 WITH ui U) w (n OM1 -3 MARKER FD. K.C.S. 2 -B.-C. DOWN 24 FOR W. 1/4 COR. SEC. 34s 30/27 PER R/S BK. 15, PG. 178 36 +a0 7 I M V_ EXIST. E.P. , ._ . �_ . 't .e :- M1 r` y a.. . �a� w� ; _ a a r - M _ M. rt. k �.. e _-A DETAIL 38(T) . : _, © co ROGER A. McW\_ R (CA) 8 TYPE III ARROW (TYP.) DETAIL 38A(T) R2,6(C'A) _ c> ITERSECTION N DETAIL DETAIL 39 STA. 36+38.11 C.L. ASHE RD.= 4 PA STA. 10+00.00 C.L., McKEE RD. Ww \�--DETAIL 38 1 C> E>> M IV 7 t LIJNIT 2 U N T LEGEND: LEGEND: .(CONT.) LEGEND: (CONT.) CON STRU CTt ON NOS: NOTES., ABBRE\AA Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE $$B" CURB & GUTTER PER C.O.B. STD. ST-1. 1, FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLtNE POVC POINT ON VERTICAL CURVE "Rl-l* STOP "Wl-lm - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" KEEP RIGHT "W31(CA)# - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5" COMBINATION SIDEWALK PER C.O.B. STD ST-3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE "R6-1*- ONE WAY "W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1 * - DO NOT ENTER nW3-lp - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26- (CA)" - NO PARKING 'PW14-1'p - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3-5R* - RIGHT TURN ONLY *WI4-2" - NO OUTLET 123 T-5 TR6, CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST 3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB "R3 -5R - BIKE LANE '*WI-7* - DOUBLE ARROW FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT PER C.O.B. STD. ST-9. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT R7-9m - NO PARKING/BIKE LANE "WI-C - SINGLE ARROW TR3--NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY PAVEMENT TO BE 0.45" TYPE "'B"" A.C. OF VERTICAL CURVE FC FINISH CONCRETE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION 5 ENGINEER/DESIGN, ENGINEER. 3. ASHEROAD F.O.C. FACE OF CURB R/W RIGHT-OF-WAY EXISTING STORM DRAIN REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION I OVER 0.40" AGGREGATE BASE OVER 1.65" COMPACTED CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST-7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. COMPACT SUBGRADE TO- 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST-9. 0 STORM DRAIN MANHOLE REFER TO SEWER & STORM DRAIN PLANS U/ ITEM OF WORK - SEE SCHEDULE ( ) GUTTER LIP TO A DEPTH OF 12 4. LOCAL STREETS PAVEMENT TO BE 0.20" TYPE 2913" EXISTING SURVEY MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26$ BOTTOM WIDTH DRIVEWAY W/31 WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40* AGGREGATE BASE OVER 0.50' FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER -REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE BIKE LANE MARKINGS PER CAL-TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN NTH DENSITY PER C.O.B. STD. ST-9. EXISTING SEWER REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. CAL-TRANS TYPE IV ARROW CONSTRUC11ON OF ADJACENT UNIT. 5. ALL CATCH BASINS TO BE TYPE "A"' WITH 3.5" OPENINGS -C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST-14. LEFT OR RIGHT AS APPLICABLE PAINT 12"" LIMIT LINE USING THERMOPLASTIC PAINT, PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. STANDARD SPECIFICATION 8010-21C-19. E_3 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST-14. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. • • • • • • TRACT BOUNDARY "STOP" MARKING PER CAL-TRANS STANDARDS IN TYPE III BARRICADE PER CALTRANS STANDARD PLAN SECTION DESIGNATION: *AHEAD'p MARKING PER CAL-TRANS STANDARDS A73C WITH W-31ACA} SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE si:c,nON LETTER UNIT BOUNDARY ��� IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 180 BOTTOM WIDTH DRIVEWAY W/S WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST-4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC WATERBOURNE PAINT. ALL OTHER STRIPING AND PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS PER C.O.B. STD. ST-2 (REVISED 6-2-99). STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICA11ON 8010-21C-19, UNLESS OTHERWISE INDICATED. ?9 McKEE_ ROAD SEE SHEETS 15 & 16 FOR STREET IMPROVEMENT PLANS SEE SHEET 19 FOR STRIPING PLANS Z C> 0 cr -0- uj 04 05 Z ;o 8 R 2 3 INTERSECTION STA. 36+36.71 C.L., MT RIDGE ROAD= 3. S STA. 36+45.99 C.L., McKEE RD. 36+ 0 INSTALL W1 -7 WITH OM1-3 MARKER EXIST. MARKINGS TO BE REMOVED N. is ao -oe-1.3 # j &puL v I M M REVISION 6, -,r -0 no 7 APPROVED Y. ROGER A. McW\_ R (CA) R/W R2,6(C'A) 3 < Q o REVISION 4 PA C> E>> M IV DATE R.C.E. 32178 EXP, 12/31/08 Lo Uj • C) C) m ac moo o CK 0 C) c> C) 00 C) C-4 N O C> c> ui of- __j __j co N C:) 0 00 cj co, - • cn 00 r�l re) C) cn cy) po n 45v R/W DEDICATION qk c 0 CN co 00 v- n V7 _j co __j 00 PER DOC. 0 _j Go -4- Lo ;!s QD _j _i:;z 00 :�Z_ �_ w -1 ;;;z 00 co + + UJ Lo # 0206143648 + w + w + ui + McKEE ROAD w UJ C) SEE SHEETS 15 & 16 < ul w ~ FOR STREET IMPROVEMENT PLANS ,? cn m cn :z w cn w m cn I Lj_J -) SEE SHEET 19 CD :z V_ FOR STRIPING PLANS LIJNIT 2 U N T LEGEND: LEGEND: .(CONT.) LEGEND: (CONT.) CON STRU CTt ON NOS: NOTES., ABBRE\AA Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE $$B" CURB & GUTTER PER C.O.B. STD. ST-1. 1, FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLtNE POVC POINT ON VERTICAL CURVE "Rl-l* STOP "Wl-lm - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" KEEP RIGHT "W31(CA)# - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5" COMBINATION SIDEWALK PER C.O.B. STD ST-3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE "R6-1*- ONE WAY "W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1 * - DO NOT ENTER nW3-lp - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26- (CA)" - NO PARKING 'PW14-1'p - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3-5R* - RIGHT TURN ONLY *WI4-2" - NO OUTLET 123 T-5 TR6, CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST 3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB "R3 -5R - BIKE LANE '*WI-7* - DOUBLE ARROW FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT PER C.O.B. STD. ST-9. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT R7-9m - NO PARKING/BIKE LANE "WI-C - SINGLE ARROW TR3--NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY PAVEMENT TO BE 0.45" TYPE "'B"" A.C. OF VERTICAL CURVE FC FINISH CONCRETE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION 5 ENGINEER/DESIGN, ENGINEER. 3. ASHEROAD F.O.C. FACE OF CURB R/W RIGHT-OF-WAY EXISTING STORM DRAIN REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION I OVER 0.40" AGGREGATE BASE OVER 1.65" COMPACTED CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST-7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. COMPACT SUBGRADE TO- 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST-9. 0 STORM DRAIN MANHOLE REFER TO SEWER & STORM DRAIN PLANS U/ ITEM OF WORK - SEE SCHEDULE ( ) GUTTER LIP TO A DEPTH OF 12 4. LOCAL STREETS PAVEMENT TO BE 0.20" TYPE 2913" EXISTING SURVEY MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26$ BOTTOM WIDTH DRIVEWAY W/31 WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40* AGGREGATE BASE OVER 0.50' FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER -REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE BIKE LANE MARKINGS PER CAL-TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN NTH DENSITY PER C.O.B. STD. ST-9. EXISTING SEWER REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. CAL-TRANS TYPE IV ARROW CONSTRUC11ON OF ADJACENT UNIT. 5. ALL CATCH BASINS TO BE TYPE "A"' WITH 3.5" OPENINGS -C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST-14. LEFT OR RIGHT AS APPLICABLE PAINT 12"" LIMIT LINE USING THERMOPLASTIC PAINT, PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. STANDARD SPECIFICATION 8010-21C-19. E_3 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST-14. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. • • • • • • TRACT BOUNDARY "STOP" MARKING PER CAL-TRANS STANDARDS IN TYPE III BARRICADE PER CALTRANS STANDARD PLAN SECTION DESIGNATION: *AHEAD'p MARKING PER CAL-TRANS STANDARDS A73C WITH W-31ACA} SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE si:c,nON LETTER UNIT BOUNDARY ��� IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL CONSTRUCT 180 BOTTOM WIDTH DRIVEWAY W/S WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST-4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC WATERBOURNE PAINT. ALL OTHER STRIPING AND PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS PER C.O.B. STD. ST-2 (REVISED 6-2-99). STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICA11ON 8010-21C-19, UNLESS OTHERWISE INDICATED. ?9 McKEE_ ROAD SEE SHEETS 15 & 16 FOR STREET IMPROVEMENT PLANS SEE SHEET 19 FOR STRIPING PLANS Z C> 0 cr -0- uj 04 05 Z ;o 8 R 2 3 INTERSECTION STA. 36+36.71 C.L., MT RIDGE ROAD= 3. S STA. 36+45.99 C.L., McKEE RD. 36+ 0 INSTALL W1 -7 WITH OM1-3 MARKER EXIST. MARKINGS TO BE REMOVED N. is ao -oe-1.3 # j &puL v /, /- (,`757 163 I M M REVISION 6, -,r -0 no 7 APPROVED Y. ROGER A. McW\_ H - DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MARIAN SHAW IV DATE R.C.E. 32178 EXP, 12/31/08 /, /- (,`757 163 I M M CD ui of- U) m co 0 110 in- Ne > %_-o W � m C) ul <j 7- I — F- (n Lj_J -) CD :z V_ La m :z :z 9= F- w uj C) CN co 'Cc Pe) C) C) /, /- (,`757 163 WO W A" � W U LLJ M u- 6 E-- O Lo U + + N t j W 00 Ul Q Z QQ W F- w k y "+. _,..� '" .. ».._.. ,._.._...w.._._,. _....._ ._..._.,r....___.v T,....__ _ ,..._..,...:..... _ - -._ ..,___..,.._.- ..... ._.._ . ......._ ._- a:....�..�....� _w _....r...._._._.... .... _.._._ ,_..._ ,._ ,-. w»...._,_.._.«..... _ ,- ... -... _._....,.,_...._,_, .u.,_ - __....u_...__..... - - -. _.Y C� (n to ..._. __.... - _......_. ...._. _.... - -- ......,._:_ -- _....._... _.._.- .-.- =- t.. ° c0 _ W `'* CD -f - N 00 _ _ �_ _.. � W o co .. _,�.._�.. __ �.. __ .�._ � _ _� .mr_ _._�� _t_�..., w_.._ .,_v... __..._ _.. I MATCH LINE . �_ __._ w� ,..� �.... _.___ _._ _. / c~_n �I • a UNIT BOUNDARY INSTALL W1 -7 MCKEE ROAD/ MATCH LINE DETAIL 27B(T) o o WITH OM1 -3 a m cn STA. 16 +63.43 C.L. EDGE OF PAVEMENT/ STA. 24 +QO.OQ C.L. 0 ? MARKER T TRACT BOUNDARY 22 +00 23 +00 4 +ao W INTERSECTION DETAIL 27B() +00 21+00 STA. 10 +00.00 C.L., McKEE RD.= , (500 FT.) 19 +00 20 1400.00 DETAIL 27B (T) 16 +00 17 +00 18 +0 _aL 00-� STA. 36 +38.11 C.L., ASHE RD. o " 14 +00 () W31(CA) 15 +00 00 a 11 +00 12 +00 13 +o S89 02 46 E W3 -1 ( ) oo EXISTING SEWER LINE DETAIL 22 T INSTALL W1 -7 WITH 3 DETAIL 22(T) Y _ �. w_.� co t.f7 � 1 `- OM1-3 MARKER d- "' ( f� A 8 Ic 1 3 3 3 is - - ---- - ---- - - - - - --�- -- - --- i 1 3 1 f Ic -_ __ - ----- 3 R/W ...�.. _ _ ____ _ g �34f- TR I 4 • x x _ ___,_ _ _ � PROPOSED BLOCK W R W 4 PROPOSED BLOCK WALL / SEE WALL PLANS FOR © s 3 4 SEE WALL PLANS FOR w ~ o o DETAILS DETAILS i z ~ o U I L o .s J cfl co ~ c6 w cn g 46 143 � co I _j I ' 48 50 49 47 5W � t- I I I I + i 30' 30 ccqj c*4 vs 'w + i { Lo 80' C4 < 70 w Lo I I { U N ! Z p + W+ M W 15 ci { { I Y n 00 m FREEPORT WA N T 3 Z ASHE ROAD SEE SHEET 14 FOR STREET IMPROVEMENT PLANS SEE SHEET 18 FOR STRIPING PLANS uuvu u � r s f s 7 € 4 tl aF g} 4 4 Q uj r 0 4 r D } J W Ck MATCH LINE LLB MATCH LINE DETAIL 27B T STA. 24 +00.00 G.L. 24+ 25 +00 26 +0o S89-02'46 "E 27 +00 m DETAIL 22(T) W W fc PA 4 R/W 0 W No I co I I 43 N 39 I ..� w U I ° � o i I z Q I I I I + I 1 U N � U i � PANDALE WAY SEE SHEET 13 LEGEN ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TIC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT -OF -WAY 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. -0-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SECTION DESIGNATION: SECTION LETTER LEE, A - on Nomm - 2 SHEET WERE SECTION IS SHOWN q z w En McKEE ROAD (STA. 10 +00.00 TO STA. 24 +00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL i McKEE ROAD IL (STA. 24 +00.00 TO STA. 36 +45.99) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SEE SHEET 12 Q m n CONSTRUCTION NOTES;. LE END. CONT. L G ND. CON_ CONSTRUCT TYPE "B" CURB 8c GUTTER PER C.O.B• STD. ST 1. _ TD. T -19: ---------- --- - - - - -- PROPOSED SAWCUT LIMIT LINE R1 1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. S - - - - - "R1 -1" - STOP "W1 -1" - CURVE ARROW FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. KEEP RIGHT () 2 REVISED DUAL R6 " W31 "R4-7" _ " CA " -END Ts � *R6-1" - ONE WAY W3 -3 " - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 200 "R5 -1" - DO NOT ENTER "W3 -1" - STOP AHEAD 3 "W14-1" CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. "R26(CA)" - NO PARKING "W14 -1 " - NOT A THROUGH STREET F� FURNISH & INSTALL INTERCONNECT C " W14 -2 - No OUTLET CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. R3 -5R -RIGHT TURN ONLY " " T . 3 � T.6 FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT �' "R81 CA " -BIKE LANE W1 -7 - DOUBLE ARROW � ---- -� - _ "R7-9" t } E " -6" - SINGLE ARROW TR3 =N0. 3 1 /2 SIZE TR5 -N0. 5 SIZE TR6 =N0. 6 SIZE LAN SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY NO PARKING /BIKE W1 1 CURVE NUMBER FOR CURVE DESCRIPTION � SIGN ENGINEER. Q ENGINEER /DE � STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD • ST -7. DRAIN -REFER TO SEWER &STORM DRAIN PLANS 1 EXISTING STORM C� MAX. TO 12 BEYOND 6 COMPACT SUBGRADE TO 90% ® STORM DRAIN MANHOLE REFER TO SEWS - R & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12 . CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS INSTALL W- 31 (CA) SIGN WITH OM 4-- 3 MARKER AT UNIT CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED - ER TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH - s SEWER REF IRA=> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS AL- -TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS MANHOLE - REFER SEWER & STORM DRAIN PLANS. C $ SEWER M LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. y SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN - 3 MARKER. BARRICADE � A73C WITH W- 31(CA) SIGN WITH OM4 ,..,....r... �•�••� • • +�* TRACT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLI N E TO FLOWLI N E. �■ r t� t• �t�t �■ UNIT BOUNDARY o . - .�.. IP41i. �- �..�.....�.� EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18 BOTTOM M WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST-4. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS ALL TEMPORARY STRIPING AND MARKING Dt51GNAItu NTH (T) SHALL BE STRIPING TAPE (SSP) OR WAlERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPEGFICAIItm uu1u -L1k,-1y STANDARD SPECIFICATION 8010- 21C -199 UNLESS OTHERWISE INDICATED. I(J� T I 7 WZ f c jr UU 6283 j -d ro - - - - - - co w Env) INSTALL W1 -7 WITH OM1 3 MARKER Ic r: 4 5 5 r l 0 11 a c_"T oc 1 190 I Q ml I {{ °��I {III I ti. 1 MOUNTAIN RIDGE DRIVE SEE SHEET 17 FOR STREET IMPROVEMENT PLANS SEE SHEET 18 FOR STRIPING PLANS NOTES: 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STREETS - PAVEMENT TO BE 0.20' TYPE 4. LOCAL STRE PE "B, A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 16A 6) -r3 t 'LA' i t i C 0 0 °• o ro N I �- O O 0 z 00 0 oy "t- o 0 z Q � I ° in o W U W 00 J V) r- w o a cn Co `d N x } m W m o Ld Y <C Q W 0 M p U 311� 1w 14jo r_ i �•- L o 40-1 t� CJ Q 0 co J CL Q J H a Go W � Z CL C" o � m cf) x W 11"NE VNIN a z cc 0 W a: V ' W W m � V U ~ 0 cn N 0 J °a 0 4 Q W F.. W c w IL 01 t 3 t t It V 4y,,,]• `^ T {j } {�J 9t[[ - `,ej({ "dam. �- TRA(--' CT � PANDALE WAY SEE SHEET 13 LEGEN ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TIC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT -OF -WAY 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. -0-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SECTION DESIGNATION: SECTION LETTER LEE, A - on Nomm - 2 SHEET WERE SECTION IS SHOWN q z w En McKEE ROAD (STA. 10 +00.00 TO STA. 24 +00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL i McKEE ROAD IL (STA. 24 +00.00 TO STA. 36 +45.99) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SEE SHEET 12 Q m n CONSTRUCTION NOTES;. LE END. CONT. L G ND. CON_ CONSTRUCT TYPE "B" CURB 8c GUTTER PER C.O.B• STD. ST 1. _ TD. T -19: ---------- --- - - - - -- PROPOSED SAWCUT LIMIT LINE R1 1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. S - - - - - "R1 -1" - STOP "W1 -1" - CURVE ARROW FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. KEEP RIGHT () 2 REVISED DUAL R6 " W31 "R4-7" _ " CA " -END Ts � *R6-1" - ONE WAY W3 -3 " - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 200 "R5 -1" - DO NOT ENTER "W3 -1" - STOP AHEAD 3 "W14-1" CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. "R26(CA)" - NO PARKING "W14 -1 " - NOT A THROUGH STREET F� FURNISH & INSTALL INTERCONNECT C " W14 -2 - No OUTLET CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. R3 -5R -RIGHT TURN ONLY " " T . 3 � T.6 FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT �' "R81 CA " -BIKE LANE W1 -7 - DOUBLE ARROW � ---- -� - _ "R7-9" t } E " -6" - SINGLE ARROW TR3 =N0. 3 1 /2 SIZE TR5 -N0. 5 SIZE TR6 =N0. 6 SIZE LAN SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY NO PARKING /BIKE W1 1 CURVE NUMBER FOR CURVE DESCRIPTION � SIGN ENGINEER. Q ENGINEER /DE � STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD • ST -7. DRAIN -REFER TO SEWER &STORM DRAIN PLANS 1 EXISTING STORM C� MAX. TO 12 BEYOND 6 COMPACT SUBGRADE TO 90% ® STORM DRAIN MANHOLE REFER TO SEWS - R & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12 . CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS INSTALL W- 31 (CA) SIGN WITH OM 4-- 3 MARKER AT UNIT CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED - ER TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH - s SEWER REF IRA=> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS AL- -TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS MANHOLE - REFER SEWER & STORM DRAIN PLANS. C $ SEWER M LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. y SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN - 3 MARKER. BARRICADE � A73C WITH W- 31(CA) SIGN WITH OM4 ,..,....r... �•�••� • • +�* TRACT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLI N E TO FLOWLI N E. �■ r t� t• �t�t �■ UNIT BOUNDARY o . - .�.. IP41i. �- �..�.....�.� EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18 BOTTOM M WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST-4. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS ALL TEMPORARY STRIPING AND MARKING Dt51GNAItu NTH (T) SHALL BE STRIPING TAPE (SSP) OR WAlERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPEGFICAIItm uu1u -L1k,-1y STANDARD SPECIFICATION 8010- 21C -199 UNLESS OTHERWISE INDICATED. I(J� T I 7 WZ f c jr UU 6283 j -d ro - - - - - - co w Env) INSTALL W1 -7 WITH OM1 3 MARKER Ic r: 4 5 5 r l 0 11 a c_"T oc 1 190 I Q ml I {{ °��I {III I ti. 1 MOUNTAIN RIDGE DRIVE SEE SHEET 17 FOR STREET IMPROVEMENT PLANS SEE SHEET 18 FOR STRIPING PLANS NOTES: 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STREETS - PAVEMENT TO BE 0.20' TYPE 4. LOCAL STRE PE "B, A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 16A 6) -r3 t 'LA' i t i C 0 0 °• o ro N I �- O O 0 z 00 0 oy "t- o 0 z Q � I ° in o W U W 00 J V) r- w o a cn Co `d N x } m W m o Ld Y <C Q W 0 M p U 311� 1w 14jo r_ i �•- L o 40-1 t� CJ Q 0 co J CL Q J H a Go W � Z CL C" o � m cf) x W 11"NE VNIN a z cc 0 W a: V ' W W m � V U ~ 0 cn N 0 J °a 0 4 Q W F.. W c w IL 01 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS ALL TEMPORARY STRIPING AND MARKING Dt51GNAItu NTH (T) SHALL BE STRIPING TAPE (SSP) OR WAlERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPEGFICAIItm uu1u -L1k,-1y STANDARD SPECIFICATION 8010- 21C -199 UNLESS OTHERWISE INDICATED. I(J� T I 7 WZ f c jr UU 6283 j -d ro - - - - - - co w Env) INSTALL W1 -7 WITH OM1 3 MARKER Ic r: 4 5 5 r l 0 11 a c_"T oc 1 190 I Q ml I {{ °��I {III I ti. 1 MOUNTAIN RIDGE DRIVE SEE SHEET 17 FOR STREET IMPROVEMENT PLANS SEE SHEET 18 FOR STRIPING PLANS NOTES: 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STREETS - PAVEMENT TO BE 0.20' TYPE 4. LOCAL STRE PE "B, A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 16A 6) -r3 t 'LA' i t i C 0 0 °• o ro N I �- O O 0 z 00 0 oy "t- o 0 z Q � I ° in o W U W 00 J V) r- w o a cn Co `d N x } m W m o Ld Y <C Q W 0 M p U 311� 1w 14jo r_ i �•- L o 40-1 t� CJ Q 0 co J CL Q J H a Go W � Z CL C" o � m cf) x W 11"NE VNIN a z cc 0 W a: V ' W W m � V U ~ 0 cn N 0 J °a 0 4 Q W F.. W c w IL 01 Ic r: 4 5 5 r l 0 11 a c_"T oc 1 190 I Q ml I {{ °��I {III I ti. 1 MOUNTAIN RIDGE DRIVE SEE SHEET 17 FOR STREET IMPROVEMENT PLANS SEE SHEET 18 FOR STRIPING PLANS NOTES: 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STREETS - PAVEMENT TO BE 0.20' TYPE 4. LOCAL STRE PE "B, A.C. OVER 0.40' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 16A 6) -r3 t 'LA' i t i C 0 0 °• o ro N I �- O O 0 z 00 0 oy "t- o 0 z Q � I ° in o W U W 00 J V) r- w o a cn Co `d N x } m W m o Ld Y <C Q W 0 M p U 311� 1w 14jo r_ i �•- L o 40-1 t� CJ Q 0 co J CL Q J H a Go W � Z CL C" o � m cf) x W 11"NE VNIN a z cc 0 W a: V ' W W m � V U ~ 0 cn N 0 J °a 0 4 Q W F.. W c w IL 01 L o 40-1 t� CJ Q 0 co J CL Q J H a Go W � Z CL C" o � m cf) x W 11"NE VNIN a z cc 0 W a: V ' W W m � V U ~ 0 cn N 0 J °a 0 4 Q W F.. W c w IL 01