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HomeMy WebLinkAbout1.1-6757 PH 3 - 5 Record DrawingH. t- ViN - I t,�) I INV N i 5: J I Affi fIKU NU I t5 23 SP7-39.01 1. ALL IMPROVEMENTS SHALL BE iN ACCORDANCE WITH THE REQUIREMENTS AND 49 48 47 46 3 5 SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 42 7-•1. ASPHALT CONCRETE. Asphalt concrete shall to Type A (modified) for all 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART SAMUELSON STREET arterial and collector treets and Type 8 (modifie for local streets and shall conform to 30 7 OF THESE PLANS: 32 the provisions in Section 39, "Asphalt Concrete," f the Standard Specifications and these 39 ST --1, ST --3, ST -4. ST -6, ST -7, ST -9, ST -10 MAINE AVENUE special provisions. adjacent lanes.,sholl not be greater than 10 feet. dditional asphalt.*'concrete shall be placed ST -11, ST -13, ST --15, ST -16, ST -17, 0-14, D-16, T-1 STA, 23+00.00 TO STA. Prior to the addition of asphalt binder, the combined mineral aggregate for Type A 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. SAMUELSON STREET (modified) or Type B (modified) asphalt concrete all conform to the requirements of GB GRADE BREAK R/W Section 39--2.02, "Aggregate," of the Specification for 3/4" maximum, medium grading. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CiTY OF -equipment utilizing di and blades, (2) removal and replacement, or (3) placement of an a halt t I Th th d it b I BAKERSFIELD STD, DWG. ST -13. temporary conforms before the lones.:are opened 4 public trafflc..:lti-aft paper, or other Asphalt binder for Type A (modified) asphalt cont Tete shall be AR --8000 viscosity graded 5212. 0 TO BE INSTALLED 39_84 asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) approved bond breaker, may be placed: under the conforms to facilitate the removal of the conforms when paving operations r 0 EXISTING SIDEWALK asphalt concrete shall be AR -4000 viscosity grad asphalt, unless otherwise directed by the Engineer. The asphalt binder shall conform to the equirements in the table for Ir 5 -r- INSTALL TRAFFIC CONTROL SIGNS g , Steam -Refined Pavin Asphalts, in Section 92-1 O2, Grades, of the Standard " " " 15319 INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SiGNS PER C.Q.B. STD. T-1 24899 Specifications. DRIVEWAY -Cs-INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' SQFT When directed by the City Engineer, aggregate con arming #o any of the grading "Aggregate 5400 POST TOP PER DETAIL HEREON. '4`` INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V, 6120 requirements In Sects 39-2.OZ , of a Standard Specifications shalt be used to surface Intersections, tapers.;. and other areas where thin layers of asphalt concrete ore -- -09- INSTALL STANDARD STREET LIGHTS, 22000 LUMEN H.P.S.V. HANDICAP RAMS being constructed. 'SQFT STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY iN ACCORDANCE - 1194 1194 1990 WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. 3007 The amount of asphalt binder to be mixed with t 9 mineral aggregate shall be determiner by 6. INSTALL TYPE "S" CURB AND GUTTER. PER C.O.B. STANDARDS, ON ALL I EA the Contractor in accordance with California Test ethod 367 using samples of materials STREETS UNLESS OTHERWISE NOTED. proposed for use In the work. The amount of asphalt binder . shall be approved by -the 10 10 STANDARD STREET Engineer. 7. INSTALL 4.5 SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8 At least 14 days prior to the start of work, the Contractor shall submit the following for the 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER -- engineers review and approval: a. A list of aggregate and asphalt source S.9. STOP SIGNS EACH SEWER LATERAL. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.dc E EA b. Documentation verifying that the aggregates to be incorporated in the work conform - SERVICE POINT. ALL PULL LOXES TO BE INSTALLED ON A GRAVEL BED A jl to the requirements' of Section 39-2.02, *Aggregate.' of the Standard iw MINIMUM OF 6" THICK. } Specifications and these special provisions_ Joteriall sieve analysis and sand 10, INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS 6 equivalent test results should not be older hen six (6). months. All other test 8 STANDARD PLAN RSP A88A CASE A. -- results should not be alder than one (1) ye or. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW EA C. An asphalt F�al concrete mix design Isle fined in accordance with California Test 367. - GRADE. I Laboratory test results on which the design Is based shall be submitted with the mix design along with the theoretical maximum density of the design mixture as 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2'WORKING MONUMENT ENCA determined by ASTM D2041. The asphalt= ncrete mix shall meet the requirements EA DAYS PRIOR TO CONSTRUCTION. 1--800_227-2600. 5 of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. if the data submitted shows tha the materials are substantially the some 13. WARNING/REGULATORY SIGNS:-' SIGN PANELS SHALL BE MOUNTED ON POSTS t, as when the design was prepared, the desic n may be up to three (3) years old. The SAW CUT WITH HAWKiNS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR LF Developer shall bear all costs associated wi the asphalt concrete mix design. - EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T--19 SHALL BE LOCATED WITHIN " SIDEWALK 6 FROM BACK. - More new asphalt concrete pavement is to conform to existing paved surfaces, the existing 2605 2605 pavement shall be saw cut. 14. AN OPi*N STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD ;�lt- cn PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED A prime coat will not be required on non --paved areas to be surfaced prior to the placement LOCAL STREET STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, LF of asphalt however, all other requirements of Section 39-4.01, "Subgrade," of the Standard 2236 SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK 2881 Specifications shall b met. -- PERFORMED WITHIN THE RIGHT--OF--WAY AND INSURANCE SHALL BE POSTED COLLECTOR 1� LENGTH 3 �LF PRIOR TO ISSUANCE OF THE PERMIT. - The area to which point binder hos been applied Shall be closed to public traffic. Care shall - 3964 be taken to avoid tracking binder material onto the existing pavement surface beyond the 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR LF limits of construction. - ROADWAYS SHAM MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE �- 1253 (CL 2 AS) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, Paving joints shall match stripe locations unless otherwise permitted by the Engineer. W- w LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE1, ALLOWED. SASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AS OR 4r s Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional C % CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF asphalt concrete shall be placed at road connections and private drives, where shown on the THE "GREENBOOK". ► plans and as directed by the Engineer, and hand raked, If necessary, and compacted to form C'v .-179 c:a a!o smooth, tapered conn etions, AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH j] The field density of compacted asphalt concrete s all be determined by.THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE Ai a, A property 'calibrated nuclear asphalt testing device In the field, or SHALL BE GRADED TO WITHIN THE 'CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. b. ASTM D1188 hen slabs or cores are token for laboratory testing. Zinc stearate may 16 SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT j be substitute with paraffin. STREET SUBGRADE IN ACCORDANCE WiTH THE CONTRACT PLANS. CITY In case of dispute, method b above shall be used. REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SMALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM ' Where the compacted thickness of a layer of asph t concrete is 0.15 foot or less, paving DRY DENSITY iN ACCORDANCE WITH ASTM D-1557. operations shall be c ducted in such a manner tot, at the end of each work shift, the 15 1014 APPrz0VED sy: PoUE2 A. Mc ArroSH DATE R.C.E. 333zZ F_xP. 6(olae,114. RGVISrON APPROVED 8Y tin )klAr4 -HAW c. E. IV DATE 3-2-178 ExP, I2�3I(I(a 6 5 4 3 1 29 c. La�No_ as -E%3 I PtIR cExzT. 0P CCMPLAAWJc-E �rL6D �S Dot- NO. 020900 (fN07 .6, p,^,tZr) CJ 1 3 ct I� 12 113x., 17 .. -.-----J�------ � .-------- CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT UNITS 4 NO.' 6757 1 THRU 5 i� IEEXF` SHEETS Z X30 38 37 36 35 34 33 32 31 29 28 - - CL 'z AVENUE 'n.ILE. -,r----r----.. �7 > 0 COVER SHEET 5 6 7 8 9 tit 11 12 13 14 15 T16 17 18 31 W 44 43 �1 45 42 41 40 I 2 3 13 12Fil 10 32 SAMUELSON Z 33 34 35 36 37 38 39 . 51 � 19 C? 20 30 n 44 - 45 - 47 - - 49 29 50 21 22 23 24 25 5G 49 48 47 46 3 5 45 144 43 42 41 40 39 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT UNITS 4 NO.' 6757 1 THRU 5 i� IEEXF` SHEETS Z X30 38 37 36 35 34 33 32 31 29 28 - - CL 'z AVENUE 'n.ILE. -,r----r----.. �7 > 0 COVER SHEET 5 6 7 8 9 tit 11 12 13 14 15 T16 17 18 31 W 44 43 �1 45 42 41 40 I 2 3 13 12Fil 10 32 SAMUELSON Z 33 34 35 36 37 38 39 . 51 � 19 C? 20 30 n 44 - 45 - 47 - - 49 29 50 21 22 23 24 25 26 27 28 43 42 41 (STA. 10+00,00 TO STA. 23+00.00) W U IT 4 SAMUELSON STREET END CURVE 30 7 31 32 33 THORTON 34 35 AVENUE 37 38 39 40 +i 4 �Z 5 Zs Lui 7 44 Q .-w 3j. 15 16 s 17 191 20 1 21 1. 22 1 -23 1 24 1 25 1 26 817161'5141312 1 41 36 37 38 39 4f# 41 42 43 44 45 " i �- -- (STA. 22+50.00 TO STA. 25+76'49) . 35 33Akw- 1 6. QUEBEC AVENUE 8 34 8 32 31 30 29 28 27 1 40 F l ?. THORTON AVENUE BIDDEFORD STREET -i I � 39 1 , 8, BIQDEFORD STREET AND ' WASHBURN WAY I 38 9= BERING LANE $ 18 19 20 I 21 22 23 24 25 2 1 AND SELMA STREET i 26 i O 37 a ' 17 10. HOLYOKE DRIVE 13 10 �° i _J 36 i �` AND MERCHANTS LANE 1fi 15 i4 i2 11 L 8 7 ;6 = # i _ IFREC 10 5 40 41 : 11 CABOT WAY CALYPSO WAY L 28 27 26 i.1 j4 1 23 1 22 21 20 19 18 17 16 l� C.y a5 18 19 ZG? 21 1 lo 11 11 length of! pavement al ng the longitudinal drop -o between adjacent lanes Is not greater 17. DUST CONTROL LEGEND: than tttiit .which can a surfaced during the fa#low g shift of CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) normal paving oparrti ns. Additional asphalt concr to shall be placed along the transverse FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON KEY MAP drop-offs on each lore. Such additional asphalt c ncrete shall be hand raked and compacted SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY FL FLOWLINE POVC POINT ON VERTICAL CURVES to farm temporary forms before the lanes are ned to public traffic Kraft paper, or OF THE SITE, CONTRACTOR iS REQUIRED TO COMPLY WITH THE CL CENTERLINE SVC BEGIN VERTICAL CURVE SCALE 1"` �� other approved bond breaker, may be placed conf ms to facilitate the removal of the PROVISIONS OF SAID PLAN. ELEV ELEVATION EVC END VERTICAL CURVE conf6rrnp, when paving operations resume, BEGIN CURB RETURN TIO . " _ - AWNUIE 3 3s i ANIS COASTAL LANE O 1 34 T wAT 12. FARMINGTON WAY UT i AND FREEPORT WAY 23 24 25 26 27 28 29 30 33` { 13. PANDALE WAY, OYSTER WAY 31 32 } 1 AND RANGLEY COURT ....._.-. ___ ' 14. ASHE ROAD Ir}R2 T iZ- UNIT 1 SHALL BE CONSTRUCTED INITIALLY WITH REMAINING isR 15. McKEE ROAD UNITS CONSTRUCTED SUBSEQUENT To UNIT 1. (STA. -10+00.00 TO STA. 23+00.00) 2 16R 16. McKEE , ROAD 8CR PI PGxNT G;F INTERSEc (STA. 10+00.00 TO STA. 23+(30,00) Where thet;'compactcad thickness of a layer of asph it concrete is .mare than 0.15 foot. Paving 2, OXFORD HILLS DRIVE ENT) CURB RETURN PRC 3. MAINE AVENUE CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION BC BE(N CURVE (STA. 10+00,00 TO STA. 23+00.00) W 4, SAMUELSON STREET END CURVE TC TGT' OF CURB (STA. 10+00.130 TO STA. 22+50.00) ► 5. MAINE AVENUE TOP OF PAVEMENT adjacent lanes.,sholl not be greater than 10 feet. dditional asphalt.*'concrete shall be placed Q OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED STA, 23+00.00 TO STA. 26+16.40 I flNiSH CONCRETE SAMUELSON STREET TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 36 37 38 39 4f# 41 42 43 44 45 " i �- -- (STA. 22+50.00 TO STA. 25+76'49) . 35 33Akw- 1 6. QUEBEC AVENUE 8 34 8 32 31 30 29 28 27 1 40 F l ?. THORTON AVENUE BIDDEFORD STREET -i I � 39 1 , 8, BIQDEFORD STREET AND ' WASHBURN WAY I 38 9= BERING LANE $ 18 19 20 I 21 22 23 24 25 2 1 AND SELMA STREET i 26 i O 37 a ' 17 10. HOLYOKE DRIVE 13 10 �° i _J 36 i �` AND MERCHANTS LANE 1fi 15 i4 i2 11 L 8 7 ;6 = # i _ IFREC 10 5 40 41 : 11 CABOT WAY CALYPSO WAY L 28 27 26 i.1 j4 1 23 1 22 21 20 19 18 17 16 l� C.y a5 18 19 ZG? 21 1 lo 11 11 length of! pavement al ng the longitudinal drop -o between adjacent lanes Is not greater 17. DUST CONTROL LEGEND: than tttiit .which can a surfaced during the fa#low g shift of CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) normal paving oparrti ns. Additional asphalt concr to shall be placed along the transverse FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON KEY MAP drop-offs on each lore. Such additional asphalt c ncrete shall be hand raked and compacted SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY FL FLOWLINE POVC POINT ON VERTICAL CURVES to farm temporary forms before the lanes are ned to public traffic Kraft paper, or OF THE SITE, CONTRACTOR iS REQUIRED TO COMPLY WITH THE CL CENTERLINE SVC BEGIN VERTICAL CURVE SCALE 1"` �� other approved bond breaker, may be placed conf ms to facilitate the removal of the PROVISIONS OF SAID PLAN. ELEV ELEVATION EVC END VERTICAL CURVE conf6rrnp, when paving operations resume, BEGIN CURB RETURN TIO . " _ - AWNUIE 3 3s i ANIS COASTAL LANE O 1 34 T wAT 12. FARMINGTON WAY UT i AND FREEPORT WAY 23 24 25 26 27 28 29 30 33` { 13. PANDALE WAY, OYSTER WAY 31 32 } 1 AND RANGLEY COURT ....._.-. ___ ' 14. ASHE ROAD Ir}R2 T iZ- UNIT 1 SHALL BE CONSTRUCTED INITIALLY WITH REMAINING isR 15. McKEE ROAD UNITS CONSTRUCTED SUBSEQUENT To UNIT 1. (STA. -10+00.00 TO STA. 23+00.00) 2 16R 16. McKEE , ROAD 8CR PI PGxNT G;F INTERSEc (STA. 10+00.00 TO STA. 23+(30,00) Where thet;'compactcad thickness of a layer of asph it concrete is .mare than 0.15 foot. Paving t$. STORM WATER POLLUTION PREVENTION ECR ENT) CURB RETURN PRC POINT OF REM51SE CURVATURE operatieiii._shall be conducted in such a manner that the layer of .ot0holt concrete is placed CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION BC BE(N CURVE PCC POINT OF COMPOUND CURVATURE on oil configuous lanes of the traveled way before the lanes are opened to public traffic. At PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, EC END CURVE TC TGT' OF CURB the end" of each work shift, the distance between he ends of a "idyor of asphalt concrete onAND- SHALL KEEP A COPY ON SITE AT ALL TiMES. FOR THE DURATION PIVC POINT OF iNlMXC71 NN TP TOP OF PAVEMENT adjacent lanes.,sholl not be greater than 10 feet. dditional asphalt.*'concrete shall be placed Q OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED phalt concrete represented by that lot OF VERTICAL CURVE FL flNiSH CONCRETE along the transverse rap -offs on each tone and ong the longitudinal drop-off between TO COMPLY WITH THE PROVISIONS OF SAID PLAN. GB GRADE BREAK R/W RIGHT-OF-WAY adjacent lanes. Such dditional asphalt• concrete all be hand raked and compacted to form after. {1) obrasive-. grinding with- -equipment utilizing di and blades, (2) removal and replacement, or (3) placement of an a halt t I Th th d it b I b th E Th t' temporary conforms before the lones.:are opened 4 public trafflc..:lti-aft paper, or other (Ct. S PZt_T LI 64T L.UM11vAkE5 ^KA To $E c,50 AS Sit f'f 51D IN C.O.►3, 5212. 4249 39_84 3677 approved bond breaker, may be placed: under the conforms to facilitate the removal of the conforms when paving operations r SPeG►AL A2.b�tSrDn�S S ro/v $/_6,01 OR�N E=Qutvss,L4 N'�" S G+T7�rN�2 SIDEWALK FURNISH INSTALL SURVEY MONUMENT PER C.O.B.STD. 5-29. -.resume -per g , 12310 15319 10659 24899 Asphalt concrete shall be compacted to a minimurri.92 ed 1`k percent of the.; moximum theoretical density as -determined by ASTM D-2041. In-placeAlonsity shall be determined in accordance with California Test 375. a 26 r1 & 29 28 27 If the in den :it of any lot of asphalt coil to Is less than .92 percent: or. greater . than 94 percent of a maximum theoretical def% y, the contractor will be advised that the required relative cornp ction Is not being attained nd that the materials.or procedures or both, if neaded, need adjustment. Asphalt concret :spreading operations ishall not ctontinue until the Contractor as notified the City Engineer: of, the adjustment -that wit! be mode in order to meet th required compaction. if any successive test after notice is given does not meet the spec red range, the asphalt concrete represented, by that let shall be removed and replaced with material that meets the In-place, density requirements. CURNOW ROAR If the test."results for any lot of asphalt Mconcre a indicate• that` the relative compaction Is either her less than 9 % or more than 96%, the, phalt concrete represented by that lot shall be removed and replaced witli`.material that.'iloes, meet Ilse in-place density requirement. The corrective work • sh' I be at the D veloper's expOnse. The Contractor should be aware of existing sewer and sftormfdrain manholes within the roadway. EJ HOUGHTON Li i If the finished surface of the asphalt concrete d not"meet the specified surface tolerances, it shall be brought within tolerance by after. {1) obrasive-. grinding with- -equipment utilizing di and blades, (2) removal and replacement, or (3) placement of an a halt t I Th th d it b I b th E Th t' PANAMA£ EXISTING SURVEY MONUMENT -6 S�YGLE ARROW • 'M -I -- CURVE ARROW CODES. I a 26 rJ & 29 28 27 ML CUI"C HEN ROAD � °" n FURNISH & INSTALL STREET UGHT-22000 LUMEN PER C.O.B. STD. ST -14. A.C. PAVING R C� T 1 33� 35 MCKEE 36 RD, cc 2�y 3G TAFT �FIiNY. 119 3 �, 1 0 5 Ix 4 4 a 'R26(CA)' -- NO PARKING "S4-3' r- SCHOOL - FGF CURNOW ROAR Ct LIF to SEWER - REFER TO SEWER & STORM DRAIN PIANS "R81(CA)" - BIKE LANE 2922 8 9 10 11 m 12 V7 2711`0 EJ HOUGHTON Li i 8918 ROAO `L No. 33 (CA) (CA) INDICATES CALIFORNIA SEWER CLEANOUT - REFER TO SEWER a STORM DRAIN PLANS. 00 Wi EXISTING SURVEY MONUMENT -6 S�YGLE ARROW • 'M -I -- CURVE ARROW CODES. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S-�40. + FURNISH & INSTALL METRO STRFET SIGN PER C.O.B. STD. S--40. -C�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER GO.B. STD. ST -14. STORM DRAW -- RM TO SEWN R & STORM DRAIN PLANS FURNISH & INSTALL STREET UGHT-22000 LUMEN PER C.O.B. STD. ST -14. A.C. PAVING FURNISH & INSTALL STREET UG HT --9500 LUMEN C.O.B. STD, $T-14. �' i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B, STD. T-19: cc 2�y 3G "Ri-1" - STOP 'W3-1` - STOP AHEAD t -30- J 'R6 -1w - ONE WAY - END SCHOOL. ZONE pavement centerline. It ground areas shall be nes rectangular areas of uniform surface "55-2* "R5-1 DO NOT ENTER S4-2 - WHEN 04ILDREN ARE PRESENT . 'R26(CA)' -- NO PARKING "S4-3' r- SCHOOL - FGF 'R3 -5R - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 Ct LIF 'R4 -r7' - KEEP RIGHT SEWER - REFER TO SEWER & STORM DRAIN PIANS "R81(CA)" - BIKE LANE 2922 -W31(CA)- - END W/GM�14- 3 MARKER �[ f DEAD GN V7 2711`0 "*WI4-2' - NO OUTLET UMBERS ARE FEDERAL CODES 8918 "Wi -7" - DGNIBLE ARROW UNLESS OTHERWISE INDICATED BY `L No. 33 (CA) (CA) INDICATES CALIFORNIA sp concre a over y. a me © wi a se ec y e< ngrneer. a correc ti wa /jIj\ // "]`jl A �/ /� j_`? shall be at the Devel er's expense. VICINITY -6 S�YGLE ARROW • 'M -I -- CURVE ARROW CODES. Ir t/J r{ V 1 I /Y11-1 / U 0 � � - S 6 � `"W3 --r - SIGNAL AHEAD If abrasive ed surface tolerances. grinding is used to bring. the finished surface to specified N. T. S. -- --- - - D STORM DRAW -- RM TO SEWN R & STORM DRAIN PLANS additional grinding zhc I be performed, as necessar i, to enlarge the grinding area so that the A.C. PAVING longitudinal limits, of c rinding are at a constant offset from, and are parallel to, the nearestSTGtM 1189 DRAIN MANHOLE -REFER TO SEVER & STORM DRAIN PLANS tone line or pavement edge, and the transverse tiff its of- grinding are normal to the 1439 1046 pavement centerline. It ground areas shall be nes rectangular areas of uniform surface 11458 CATCH BASIN -REFER TO SEWER & 5TWX2M DRAIN PLANS appearance. Abrasive rinding shalt ;conform to the requirements in the first paragraph and CUYD 1215 the last four paragra sof Sectiorla:2--202, "Con tructlan"'af the Standard Specifications. p EES y s� SEWER - REFER TO SEWER & STORM DRAIN PIANS A fag seal coat shall 5e applied to all finished as halt surfaces at the Developer's expense.�p. M 2922 9073 The tog seal coat she I be either rejuvenating agert or asphaltic emulsion as directed by the ! SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Engineer. 8918 9059 `L No. 33 m 0 SEWER CLEANOUT - REFER TO SEWER a STORM DRAIN PLANS. I 1 C i f1 C- TC[J i A I C F Exp. CURB AND' G01 TRACT BOUNDARY ITEM UNIT UNIT 1 UNIT 2 Q N S UNIT 3 I T E UNIT 4 UNFT-5 OFFSITE TOTAL A.C. PAVING TONS 1189 1164 1182 1439 1046 5038 11458 AGG. BASE tri CUYD 1215 •1189 12.08. 1470 1069 2922 9073 SUBGRADE PRE: RATION5QYD 9110 8918 9059 11024 8013 21914 68038 CURB AND' G01 R I LF 4110 5212. 4249 39_84 3677 5000 26232 SIDEWALK SOFT 18253 6513 12310 15319 10659 24899 87953 DRIVEWAY SQFT 4920 5400 60070 6120 5400 -- 27840 HANDICAP RAMS (.3 'SQFT 1592 - 1194 1194 1990 798 3007 9775 METRO STREET S GN I EA - 10 10 STANDARD STREET NAME SIGNS I EA 9 8 6 11 5 -- 39 STOP SIGNS Cv,N EA 2 - 2 1 1 iw 6 5800 LUMEN STREET UGHTS EA 7 6 7 8 7 -- 35 9500 LUMEN STR !=T LIGHTS EA -- - - -- - 10 10 MONUMENT ENCA EMENTS EA 9 5 5 6 7 4 36 SAW CUT I LF - - -- - -- 2605 2605 ;�lt- cn LOCAL STREET LENGTH LF 2259 2236 2327 2881 1794 -- 11497 COLLECTOR 1� LENGTH 3 �LF - - N - 3964 3964 ARTERAiL LFI Tw LF - - �- 1253 1253 06--05-1,5, LA tJ 1 3 o N LY V KIM ��Z DwLh ---------------------- PROPOSED SAWGIIT LIMIT LINE --------�---_ ...-_ ><s FURNISH & INSTALL TRAFFIC SIGNAL. CONDUIT R FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT s Tile FURMS14 &TALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 &7 Z SIZE TRSNo. 5 CZE TR6=Na 6 SIZE '- ' DLI- ~ _ 17. MOUNTAIN RIDGE DRiVE BENCH MARK DISK STAMPED - Q 11.57 RESET 1969 (STA. 23+18.34 TO STA. 36+36.71) AT OLD RiVER, AT THE OJNCTiON OF STATE HIGHWAY 119 AND OLD RIVER 1 ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL 1882 �, (SA 18. ASHE ROAD AND OF TRIPLE CONCRETE BOX CULVERT a 11.44 OVER STINE CANAL, 19 1/2MOUNTAIN. RIDGE DRIVE STRIPING PLANS FEET NORTH OF THE CENTER UNE OF THE 14"4WAY, 50 FEET WEST OF T14E Z EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST IqR 19. McKEE ROAD STRIPING PLANS OF THE CENTER UNE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH THE HIGHWAY. ELEVATION 343.30 (U.S.G.S. DATUM NAVD 88) SIS OF ERiNG; THE BEARING OF N89 0433"W. FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T,30 S., R.27 E. M.D.M. AS SHOWN ON FILED MAP NO, 7--1 BK, .6, PG. 27, WAS USED AS THE BASIS OF BEARINGS HEREON. A REVISION // / (/ �j- l0-� APPROVED 6 L/ ROGER A. MCINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION ` APPROVED BY:, ' MARIAN d.E. IV DATE R.C.E. 32178 EXP. 12/31/08 6' WING W/2 f f CENTERLINE STORM DRAiN UP CURB AND GUTTER Ij l FLOWLINE CURB AND GUTTER (DCURVE NUMBER FOR CURVE DESCRIPTION T ITEM OF WORK - SEE SCHEDULE X _ �- =1.1 N. DESIGNATION-.- . 5ECTKIN LETTER A CENTERLINE STORM DRAIN SIS' VHW SECIIGNQ IS 940M FAI W I 6' WING SIDEWALK I NOTE: t, PRIOR TO THE.S ART OF ANY PHASE OF CONSTRUCTION, TiE CITY CONSTRUCTION i INSPECTION DEPA TMENT SHALL BE GIVEN 24 HOURS NOTICE.. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT TN REQUIREMENTS &STANDARDS SET FORTH BY TF E -CITY OF BAKERSFIELD HAVE BEEN MET. JIM10"W , L W i U i U4 { 0 C.r n i y[$ ► 0 - 0 2 r4 �0 2 ( 0 cI w � -- as C14i i 9 V s h!t ENiNEER'S TA EMENT 44 cis f { s h!t oe 00 APPROVED Y: RAUL M. RO,IAS PUBLIC WORKS DIRECTOR DATE i R.C.E. 39880 EXP. 12-31--07 REVIEWED BY: _ R ASSISTANT PUBLIC WORKS DIRECTOR 1 vow REVIEWED BY. 3j! RAFFIC ENGINEER ► f i i i ENiNEER'S TA EMENT f { UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND p+ BELIEF COMPLY WiTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, tri AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS W OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 4„ I AMRESPONSIBL_E,,FOR ALL CALCULATIONS AND DRAWINGS ON0 �Z LU THESE PLAINS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF 40 THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE l Co COR DURI CONSTRUCTION. K LU 4- .- 0 Z to (.3 _ If�;alGa APPROVED BY. ROGER A. McINTOSH R.C.E. 33322 DATE " EXP. 6-30--08 ti _w Cv,N A iw Ar i9 C, °° s I ;�lt- cn x N 3 i1LJ: k.J,s.u�� N trX WWl� WWl G, w fr.' W- w 4r s r C^l C % \ O ( ► j�n C'v .-179 c:a a!o j] oe 00 APPROVED Y: RAUL M. RO,IAS PUBLIC WORKS DIRECTOR DATE i R.C.E. 39880 EXP. 12-31--07 REVIEWED BY: _ R ASSISTANT PUBLIC WORKS DIRECTOR 1 vow REVIEWED BY. 3j! RAFFIC ENGINEER ► f i i i ENiNEER'S TA EMENT THESE PLANS AND SPECIFICA ONS WERE PREPARED BY ME OR { UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WiTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, tri AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS W OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 4„ I AMRESPONSIBL_E,,FOR ALL CALCULATIONS AND DRAWINGS ON0 LU THESE PLAINS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF 40 THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE l Co COR DURI CONSTRUCTION. K LU 4- .- 0 Z to (.3 _ APPROVED BY. ROGER A. McINTOSH R.C.E. 33322 DATE " EXP. 6-30--08 ti oe 00 APPROVED Y: RAUL M. RO,IAS PUBLIC WORKS DIRECTOR DATE i R.C.E. 39880 EXP. 12-31--07 REVIEWED BY: _ R ASSISTANT PUBLIC WORKS DIRECTOR 1 vow REVIEWED BY. 3j! RAFFIC ENGINEER ► f i i i I I 4 ' I -- -- I q INTERSECTIO N88'09'14"W RAD, STA. 10+00.00 C.L., OXFORD HILLS DR.= STA. 13+00.00 C.L., SELMA ST. 3 i I I F.L. FLOWLINE C.L. CENTERLINE ELEV ELEVATION BCR BEGIN CURB RI ECR END CURB RET BC BEGIN CURVE EC END CURVE PIVC POINT OF INTEF OF VERTICAL C F.O.C. FACE OF CURB FURNISH & INS EXISTING SURVI FURNISH & INS FURNISH & INS -O- FURNISH & INS -ED FURNISH & INS L__ SHEET WHERE 2 n n p O o FARMINGTON WAY STREET n " L RANGLEY COURT " " u =Zn SEE SHEET 12 SHEET 9 0 o N o SEE SHEET 13 0 0 UNT 5 0 1- UNT'-AditF o C3� IJ J J p ¢ J -i .� ' 20' ' 20' E.C. 1 O u7� O ( 1 O O dd' 6 30' o ( r7 0 4 "' N 30' 30' o � o <: n � o i I I I o Qo I I ( o m n 1 30' 30' STA. 21+61.45 C.L., 100.40LT.= N a• _ N N .d- N N d• STA. 22+66.15 F.L. 20' `� o_ �,? 20' 20' _ o r7 W I I I I o" 1 I i 5 0 - N d 5' P.R.C. JJ>W Uha 5' JJ Z JJjW J J JI J JJ J J J J JI J JI -1 JJ JI J JI J IJ J JJ ++ 1 �i li I z v li w ,� I i-- i ci li z v li I ,� ,� ,, } U li ,� l_ U_ I li i u- c3 C3 li �. v `' i 4 STA. 21+64.09 C.L., 87.05LT.= NN 'n OOO OOOWIi: ��1 I c�0 c�0 MMwli I I Q I I Z I I I V�•v v� v> u7 u7 117 I u7 u> o co o «7 17 �n I STA. 22+52.45 F.L. ¢ 00 ao W ¢ d d <r d 1� o a d C3 Q¢ 1 w 14Jd v co r` r` li _ co co a ¢ z �_ a a a a a a a ,r a0 a0 uj cn V) r� w p + + n co co m M ~i p co r C6 r ori p r i r i co ui cfl } r; u; r U ai o co r� cfl r ri C6 >__ „; co co i- 1- o: DRIVEWAY I_ 00 + U NN--�W Wn ^ r7r7 U MMJw 20 +) + +I + O + + + + 46 + + +47W ++ + + + + 49 + + ++ 12 13 = ++JW ++ W 30 > > 29 m ++ 44 ; > 45 48 > oo W I STA. 22+38-02 F.L. W w coo coo . w I w w w o w w w I- .- Q (n 1- .- Q N d- t1-) 117 I 117 cD cD cD r` f` 00 00 00 QO to 00 tT O O O O N N i (n <� ; o < �w .-I - � �I � �� N N N o STA. 22+19.57 F.L. N c -i 1¢-� d U I-F-owSc m v)cn co Z v ter¢- Q¢O0_ o o as o o ? o a d o a a n d ci ►Q-� Z °° C) ��oW QI Q Q ¢ z �� a d a d Q o a¢ o a ad a !, W (n (n ~ C=O to cn Z m'+ to to C-� to N Z p F- ~ f-- �- N N E-' �- I F-- F- H f- �- 1- E- I- F- F- �-- F- F- m N N ORI z ` - R/yy -cn I 2- - - - I - R/W - - cn - 2 -cam v> v> c� v> - - n R/W c� cn cn1 c� cn- - 2 -v� - - c� v� co c� cn to to cn - R/yy c� cn cn c� cn - - - 2 �n cap �n- 1 ' T 2VEWAY J I 1 STA. 2+01.12 F L i 3 -- - 3 13 - - -- Q O 18" DR Am N 2 0 ;n 0 1 18" DRAIN 1 7 ;n 0 1 " (D -/- C", 8" SEWEf s s 8" SEWEf s ,� s N 8 SEWED s s 8 SEWER s ' 2 S89'02 47 E t 1+0o t2+oo 321.64 t3+oo �N - - S89'02'47"E - - D - - - - _ - - D�48.12'- - D .78, 19+0o S89'02'47 E 20+00 271.69' 2t+00 �T 2 0 0 1 18, SRP t 4+00 15+00 1 �s+oo , 18" DRAIN ;f, o o t 7+0o t 8+00 O I �RgiN 1 ® `;'xs I 3 - - -- rl�b R/W w J n R/W ,� 2 R/W w 2 R%W II - - N O Ox Aj �Oiy II li LL Q N r,� Z cn O A i� 1- rn } rn d p "> M a u`r7 <r > U'^ II �'� v o c� �OOs�' o a `� a'.1 Q r<i u7 I ¢ i a m J r` I o r "' 1 a rn I r 117 } of st co i r I > 0 w p 1 a> �ci r r i o � x �y 0" 1� O d- N r` ,'`� O cD J t-- nj O �' d Q c17 r` `� N p l Q u7 Q O Q O i.[j Q O a0 Q^ O N O 0n Q L I¢ O I tD N< N 9 •�" O r. ;n + oI lil + r`I + �1 + U NI o Md 3 p o o o o o cost o cV o m p W O + >_ + > N + j N = y. + u'� O d• M r7 + > �' + > U7 + > if7 Z '-- O > O + > r` + > r` O Z O t0 ui M w 6i ( W O O + I N + O ( pw r7 + �1 + �1 + `dI + + + �1 + �I + 41 N O v N O + - + N O � S N 21 > 22 23 �� 24 �N 25- 26 27 28 0 N 43 42 _ �o +> , �o Z I 0 Q I D I D D: J �) r'' W (r I 0 I C, .-- I 0_ O c0 _ 1 I ( 5' N M> `- (Y 1 0 _ N J J O Q Q 0 0 O J J J D¢ Q D Q D¢ m J J D¢ 1 o Q O Q o ''' o¢ O Q OD _ Q C (n Q ~ Q ~ li Z Q Z j W I__ Q F-- Q - Q f- Q ly 1- Q F"- Q F- J J 1 1 -! J Z -i -j > W �- ¢ Y %� v li c� cn r- F CO c� cn ci ti w cj' cn c� cn Ci c� c o c� cn c� cn ci ti 5 I v li w cj' cn c� cn Q Q `l Ja n O NI cnl V)I p� cnI z -�� cnI cnI VA N Z �- } cnt cnI z vl' J cn w UwN o'n n 30' a� daw -4 a� r oiooi I I I j� 1 ¢ r- r__ �' I I 1 = �0 1 1 ^^ 30' 30' �� Q ��w� i m o0 m N N J p z' �'`� ai ai 20' 20' maim.- - t 1 W 1 Ln Ln ++ I I UU I NNIiW I I I �p �� I NN 00 V -W 11 ' p d'`+' 1 ++ O d O U JN O Coocoo a ++ ++ _ ++ (n ¢ ++ 00 SHETETR STREET o o U N �'T 5 1= co o a m I \I) co Do COASTAL LANE _rn CD v o> a, -� v� w O Co N N dd w C4 C) d¢oo Z �� U \1 v QQ SEE SHEET 11 QQ 3 QQ'W� o `"`V uj NN ++ �NZ� N(n I -I- 1-1- I -l -OW U FQ-H �.. V) (n - W PO Co O] cn Ln W to to N (n7:1 p m N In FZ OXFORD HILLS DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I" N 1^ 11+00 `m#lll 13+00 14+00 15+00 16+00 17+00 18+00 21+00 356 352 348 344 340 I CURVE TABLE LEGEND: (CONT.) CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' N 20.63' 91'47'05" 2 20.00' 31.42' 20.00' 90'00'00" 3 35.00' 54.98' o 90100'00" 4 35.00' 13.70 6.94' 22'25'35" 5 84.00' 197.70' 202.06' 134'51'11" "R1-1" - STOP "Wt -1" - CURVE ARROW J STORM DRAIN PLANS FOR DETAILS. 0 '� BVC BEGIN VERIICA c0 M "R4-7" -KEEP RIGHT "R6-1" ui Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. - O z EVC RN PI END VERTICAL POINT OF INTE URVE SECTION - ONE WAY " R5-1 - DO NOT ENTER - SIGNAL AHEAD Awa -t""- STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30 TYPE B A.C. OVER 1 r o V PRC POINT OF RE SE CURVATURE "R26(CA)" - NO PARKING "R3 W14-1 - NOT A THROUGH STREET "W14-2" 1c FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40 AGGREGATE BASE OVER 0.80 COMPACTED I 2% Pcc POINT OF COM OUND CURVATURE -5R" -RIGHT TURN ONLY - NO OUTLET 0 G TO BE COMPACTED TO 95% RELATIVE DENSITY j M N M H M <Y O C7 Z W J W r7 t"7 LO rn M to M ^ N r"� W J W CO u7 d > w d- .0- W -� w 0 M •M W� W J F N 1 m.-4 w a 0 � -.i N W r7 > w co cfl M j > n� LO LO J Z W W to J M J>W_ M J j W J _ J CO li li li li w", ¢ W U- li },Ili u I.a_ d' J 19 O M J > ui N I u: r Nw Q li j j 'n O W J M li t\ J W m �0 Q .- OI M O Z W m W W W j J Im J aj Cl c j co O li N pp l + tM0 ti � 4- ( ' + co APPROXIMATELj J W ¢ Q mwli a� GROUND® CEN RLINE o o o N N m V)- 4i cn V LJ�m U o U w O t0 In . C: � -- -- -- -- -- -- --- -- - - - --- -------- -- - - C3 Z o . 1¢- C3 C3 tQ- l¢- O 1-- d GROUND ®CEN RUNE - -- -- -- am l,i 1- cn NZp o; N i Nw N - - - --- --- --- --- - - ----- I -- - - - - -- --- --- - - - - - - -- S=0.51 - - - S=- .50% - - - - U �� U oW 3-0 " -- -- -- -- -- -- -- T. =-0.254 767. 40 _r_ L S=0.25% _ - -- - -- -- - - - - --- Lo v uuii <h LO "-I-PROPOS D NORTH co � yo co N' S=.257- S=- .51% --PROPOSED NORTH M M M S=O. 5% - FLOWLIN " I FLOWLINE S=0.2E% W o PR POSED SOUTH ,��;`� W W W W W W LJ n� NL M M „ d d d PR POSED S UTH W W I W W J. M r7 r7 r7 Fl (W INFj j j j r7 J W sl• N '� N W W W W 11+00 `m#lll 13+00 14+00 15+00 16+00 17+00 18+00 21+00 356 352 348 344 340 p-.Rmmff. _, J CURVE TABLE LEGEND: (CONT.) CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 32.04' 20.63' 91'47'05" 2 20.00' 31.42' 20.00' 90'00'00" 3 35.00' 54.98' 35.00' 90100'00" 4 35.00' 13.70 6.94' 22'25'35" 5 84.00' 197.70' 202.06' 134'51'11" p-.Rmmff. _, 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 30' ;END: J Z LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: 1 m ¢ um rr `7 Y 5' 5' 20' W U R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND 20' 5' 5' 1 z POVC POINT ON VER1 coco "R1-1" - STOP "Wt -1" - CURVE ARROW J STORM DRAIN PLANS FOR DETAILS. 0 o BVC BEGIN VERIICA CURVE "R4-7" -KEEP RIGHT "R6-1" "W31(CA)" -END "W3-3" Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. - O z EVC RN PI END VERTICAL POINT OF INTE URVE SECTION - ONE WAY " R5-1 - DO NOT ENTER - SIGNAL AHEAD Awa -t""- STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30 TYPE B A.C. OVER 1 r o V PRC POINT OF RE SE CURVATURE "R26(CA)" - NO PARKING "R3 W14-1 - NOT A THROUGH STREET "W14-2" 1c FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40 AGGREGATE BASE OVER 0.80 COMPACTED I 2% Pcc POINT OF COM OUND CURVATURE -5R" -RIGHT TURN ONLY - NO OUTLET 0 G TO BE COMPACTED TO 95% RELATIVE DENSITY I 1 M N M H M M O C7 Z W J r7 LO rn Q CO LO 0 W� F N Lu w a 0 � W > n� J ui to J>W_ J _ J u: W JJ W ¢ W U- li u I.a_ d' J O M J I u: r r` W W t\ J W m �0 1� M Z .> w J Im J aj Cl c j co O zi+ ( ' ��w J W mwli 0] o o o N N M LJ�m O t0 . C: � Q�d \ <w 1-- d GROUND ®CEN RUNE N 4i am l,i 1- cn NZp o; N i Nw N -- - - - - -- --- --- - - - - - - -- - - - - - -- - - - - - U �� U oW �� -- -- -- -- -- -- -- _ - -- - -- -- - - - - --- _ S=.257- S=- .51% S=O. 5% - " S=0.2E% o PR POSED SOUTH ,��;`� �� n� NL M M „ PR POSED S UTH I M r7 r7 r7 Fl (W INFj j j j J J W W W W W W w w Q 4 4 4 4 4 ui N N � N �• r, 1 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 30' ;END: J Z LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: 1 m ¢ um rr `7 Y 5' 5' 20' W U R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND 20' 5' 5' 1 z POVC POINT ON VER1 CAL CURVE "R1-1" - STOP "Wt -1" - CURVE ARROW J STORM DRAIN PLANS FOR DETAILS. 0 BVC BEGIN VERIICA CURVE "R4-7" -KEEP RIGHT "R6-1" "W31(CA)" -END "W3-3" Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - O z EVC RN PI END VERTICAL POINT OF INTE URVE SECTION - ONE WAY " R5-1 - DO NOT ENTER - SIGNAL AHEAD Awa -t""- STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30 TYPE B A.C. OVER 1 r o V PRC POINT OF RE SE CURVATURE "R26(CA)" - NO PARKING "R3 W14-1 - NOT A THROUGH STREET "W14-2" 1c FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40 AGGREGATE BASE OVER 0.80 COMPACTED I 2% Pcc POINT OF COM OUND CURVATURE -5R" -RIGHT TURN ONLY - NO OUTLET 0 G TO BE COMPACTED TO 95% RELATIVE DENSITY I 1 TC TOP OF CURB AR81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW I�3 TR5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT Q4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. PER C.O.B. STD. ST -9. :CYTON TP 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. 1' BACK OR AS DIRECTED BY THE CITY VE FC FINISH CONCRE -- D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION O5 ENGINEER/ DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. R/W RIGHT -OF -WA D EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED 4.5' SIDEWALK -- CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY LL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS® GUTTER LIP TO A DEPTH OF 12". ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. CURB AND GUTTER 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" 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' LL 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 �> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. LL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. LL STREET LIGHT -5800 LUMEN PEf C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LL STREET LIGHT -9500 LUMEN PEf C.O.B. STD. ST -14. 0 SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE 8 STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. "STOP" MARKING PER CAL -TRANS STANDARDSINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. GNATION: ' ' ' ' TRACT BOUNDARY O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE sEcnoN LETTER UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. nON IS SHOWN PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE .APPROVED PLANS. SHOULD PER C.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 ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. STANDARD SPECIFlCAT10N 8010-21C-19 BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STSTANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 356 352 348 344 340 0) O M 1O H 0) D Q o w 0-0 z Ol I Q J W Q d W CJ 00 o[z(0 N IY w Y ------------------ Q m O r0 N 0 O O zz 0 0 m W m m a z x _ O Q N O �y Q Z W O } J Z d m ¢ um rr `7 Y I z W Cf) W U � W � 20' 5' 5' 1 z W J 0 to J z U) O ' 1 W 2% ( 11- W r �, 0 w (if N H C7 Z W J Q 0 W� F N a 0 � '0.20' A.C. PAVING "R" VALUE - 56.9IJ ti 0.40' AGG. BASE T.I. - 4.5 C0 CURB AND GUTTER 0.50' COMPACTED O.G. TO 4.5' SIDEWALK Z 95% RELATIVE DENSITY. V TYPICAL INTERIOR STIR _ , �� SECTIO ,,-, I - SCALE 1"=10' OR[Q 1 "=5' VE C Sao =�3 F OF CAIft U. uzi r 4, Z d um rr `7 Y I z W R/W 30 W U � W � 20' 5' 5' 1 =w W J to J z x O ' 1 W 2% ( 11- W r �, 0 '0.20' A.C. PAVING "R" VALUE - 56.9IJ ti 0.40' AGG. BASE T.I. - 4.5 C0 CURB AND GUTTER 0.50' COMPACTED O.G. TO 4.5' SIDEWALK Z 95% RELATIVE DENSITY. V TYPICAL INTERIOR STIR _ , �� SECTIO ,,-, I - SCALE 1"=10' OR[Q 1 "=5' VE C Sao =�3 F OF CAIft U. uzi r 4, 4 q INTERSECTION STA. 10+00.00 C.L., MAINE AVE STA: 13+09.40 C.L., FREEPORT NY. 3 4 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1 20.00' 31.42' 20.00' 90'00'00" n II u Jo II o N II FREEPORT WAY o o ^ co UMT � PANDALE WAY J W u � � 14- SEE SHEET 12 N o d 3 C> Co z Z a o I - o to M N SEE SHEET 13 Co a w N � o 30' I 30' �" �W 50 1 I I I 1 I I I 1 I N 1 �mI MW 36 ' ' ' M> J -j O Z J J 1 1 ! I I I I I 1 I I U La_ 30' 30' J J 1 J I z -�> W I I -i � 1 0 0 > W J J J J J J J J J J J U l� La1 J J J Lo ZO' ZO' J J J J J J J J J J OO ZO' ZO' UlL J Ly UU Z J J J UU- I O O U l.� W L.- W LL ti Li W -� Li Li Li -� Li L.� U- J LZ li LL_ W C) CD O O 00 O O O N O O cfl O 00 O O O m m W W F P O � m n n J O r- O Z J W O O O Ip IO O) IO IO IO IO IO CV CVI I IO ¢ OOW IO O) I ' ( 1 ' 5' _ 1 ooN Ln,nw I CoCoC 0 0 o O coo r-- I- o000 ■ d- � 1� n LL. o W ++ m J O O p N d• d _ co a0 N N O O O O W nj [\j � t` � U co C> O O L� 0 � r � W O O L+ -W>- c0 Io v !r- > O I� >- 00 IN >- d Irn } N o1 > o) I� } 1� } Too > ILn > coN co 0000 �^ o_o �� W rnO S ++ W ��_ ++ Q Q 48 47 46 45 44 43 42 41 40 39 n 38 I 37 �, Jcn00 35 + ZOo w U JN N 49 +Q�O + +Q Q +Q� +Qo +Q� ++ Q +Q +++U Q � +Q + ++� w OO N� + 1 -I- (.- 'S �- IN -�- 1ro � + 1r7 � + �1 + IU-) � + 1co � + 1c0 � + (� + I00 + j�I O)O + IO=i + 0r) F- NN¢W + I�� -F NI MM W U H H Q LLJ >_ O j N > N > r7 .- > d' Lf7 > Ln c0 > (� > 00 > 00 j ¢ Q Ln e- •-- W O NW O N� N V ��' W NW N = NN N W NNU �L- > N > N Z QQ O OW� Q Q Q Q D' Q D' Q Q D' Q Q Q 0' Q 0' m NLn 001 U QQ Q� - QQ Q F-L-�W � Q� Q od F od �- oa F oa F oa F-oa oa F ClQ �- oa �-oQ oa od o Q F -c a F N o o Q F o d V i OpLn I ♦ N CA Z D F- (n H N F- (n (n F- cn F- (n !- cn F- U) F- cn F- cn (n H Z LJ N N - - F- (n ~ N (n F- - - N - - N N ' 3 c� V) R/W 2 c� V) c� cn cn c -j cn U, co �, U) c� co U, cn l-R/W 2 �L v> �L v> v� �L cn R/W U, cn �, cn 2 1 -0- -- - -- -- -- - -- -- - - - �- - -- -- - -- -o- 3 3 W 1 18"1 I I -i --I DRAIN -u -o - o _ ) o _ ) ") 8" SEWER 1 "' �) 0 8" SEWER 1 8" SEWER �' 1 6" SEWER +s s s s s s ' s s �` s s s s s --+-- - - + - - --+-- - - - - - - --f--- - -I--- - -�- - " ---+- - - - --- -� S89 -02'47"E t2+00 13+00 14+00 15+00 _ 16+00 17+00 932.70 18+00 19+00 S89'02'47 E 20+00 _ 163.46' 1+ S89'02'47"E 22+00 203.84' + I , I 1 M� 1 1 M� 1 �� 1 3 1 I 13 - - - -- -- -- -- - -- - - -- - - -- -- - -- - -- - - -- - -- - -- 5' II W ly 2 R J J J J -� J ' 5' I {- CO J O T�_,__ ''- J `` -1 Li J Li 2 J l R/W L� Q N �` J �` 2 L.� J - t� R/W J II II 1i-• J �- II I w Q �t• i` �J R/W 2 1 C) W Ol OW W rO) L rpj W Li L i CO li co w CO L� O Li W ~ 10 Li cD ~ jh c0 L� ti F = Z o >- d O } N O co of co }^ c0 r L!') cD } r'> cD >- O r C)7 c0 } t� O r Ln O r r7 c0 ¢ J O >-- CV ,D r O 0 3 ' O II r N c0 >- O O W Co W ¢ p Q m 00! Q r) 0l Q 1- Q NI Q 00 !r7 Q N Irl Q r7 I n<^ c01 Q � I� Q col Q N !rn Q co oI ¢ O Q 1 Q o W IL j oo <c 0O I� N �) o I z ?i N �' + r7 W+ n WC> + O W + M W+ O W+ O j+ N j+ to >+ 00 W+ j+ > 'I' OO W Z O j+ I T j + O N O O >+ I > N N = 5 V N o o �! > �I > N I� > N , �1 > ) to > a �1 w Ln !u> W n Ni W co lo, > LSI Woo I w ! z N rn rn W o N o C1 W o' ' c� �I o + °° °° o0 5�Q 6 +I 7 0 �ao M o �o �� �� 14 15 �� 16a �� N 18 1 °D Z ( O �" Nn N - ' FU- N i t� U) ¢ c� cn cn d c3 cn a c� cn a c� cn Q c3' v> ¢ c� V) Q cam' cn Q U) a c U) a -4 - 4 O o c� cn Q cn co co { ►- c3' cn Q cam' U) Q ci Li Q F- F- FQ- o o 0 0 0 0 o I 1 N -� ¢ 00 8 ( 9 �� 10 11 Q Q 12 ( 1 Q �� Q I a �� Q Q Q 5' 19 N 20 NI J < r F- ti �-- U li �- �- U li c" cn ! c~i� I I v~i '-1 I ~ '-1 ('- ~ ( I ~ '- F- F- c i Ci Y n 1 �- 30' c30' I F- F- o O i o o cn co cn co cn co cn I I cn l o 0 o La c�i of I N co co U L� 1 cn U) I I O o N ! I I I I I I I I I I I o M M 1 7 Ln Ln 20' . I w Co o' 1 pp+ n L L L L L L L L IU c�io m ++ I }+ L i L �� I i 21 FREEPORT WAY a^ U) M o W o O ++ dd UNT 3 c"o+ o NN BERING LANE MM = NN SEE SHEET 12 U a a d a d SEE SHEET 9 ++ U f LJ V) V) Z ¢Q C) NN m NN NN NN C4 NN U HH La.i N N MAINE AVENUE (STA. 10+00.00 TO STA. 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M-111 356 352 348 344 340 10+00 11+00 Ico 360 356 352 348 31 00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R1 1 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 50.00 FT. L VERT CIIRVF L 4ES+Z41 22+00 360 356 352 348 344 340 23+00 ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- "R1-1" STOP "WI -1" CURVE ARROW PROPOSED SAWCUT LIMIT LINE Ol 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. Lu d - - 0 C) V) C.L.CE CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" -KEEP RIGHT "W31(CA)" -END "R6-1" "W3-3" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - I ELEV B ELEVATION BEGIN CURB RETURN CA00 N 000 IR coo Lu CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL y A '$„ PAVEMENT TO BE 0.30 TYPE B A.C. OVER 1 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE o "W3-1" "R26(CA)" - NO PARKING W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT 3 O UNITS STANDARD PLAN RSP A88A CASE A. co 0.40 AGGREGATE BASE OVER 0.80 COMPACTED co BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ¢ "R3 -5R"» RIGHT TURN ONLY »W14-2' - NO OUTLET T83 res Tgs M O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY W EC END CURVE TC TOP OF CURB "R81(CA) - BIKE LANE W1-7 - DOUBLE ARROW - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. z W PER C.O.B. STD. ST -9. 6 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT Z R7-9 - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW a0 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE S EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY d OF VERTICAL CURVE FC FINISH CONCRETE o of Ln pj CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER/DESIGN R/DESIGN ENGINEER. 3. M Ln M FACE OF CURB R/W RIGHT-OF-WAY c� co N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED N 0 � ----------13 EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS �j TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. W J O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY QQ FURNISH & INSTAL_ SUR Y MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND oi a GUTTER LIP TO A DEPTH OF 12". M M EXISTING SURVEY MONUMENT to > CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. ~J W 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' AGGREGATE BASE OVER 0.50' FURNISH & INSTAL_ STRE T 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) O 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. SID. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS �� �> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -o- FURNISH & INSTALL STRE T UGHT-5800 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 5. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS ED FURNISH & INSTAL_ STRE T UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE 8 O W N J W N cD O W W cr)n m LaJ W c'! Co m W ''' W -4 Co U J dd M M Ln M I p M O Ed N W M L,.. O > > L+- O M W J •J LL J W Z O co M J d0' I O V- p"j W W p Z Lt_ W OWJ O W M J = N W M W p W I I ¢ LL U co N dM• 0+0 + pf Op +W O U + 1*2! + W ) W + M la O Z J W Lj Q C3 C7 U C=> �.. J N (A - J O Zu_u W m N u! m V U ¢Mw Lj N L¢- U U U FQ- Fri to UZJ 0 N LJ m w U) I + m •- p W + U) z o - o N IRLNE APF ROXIMATE EXISTING w U O N GROUIS D ®CEN GROUND @ CFNTERUNI-. - C6 W N U m - -$-0 ------------- -- -- ------------ S -06% " . " S=--0.24% S=0.2 % - - - - - -- -- -- -- F-�W - - - -- -- -- .__ - - - - - - - - - - _ - S=0.39 " NoIcn oOR cq0 rn rn m i� MMM v q. MMM FLOWLINE S=0.51 FLOWLINE S-- 51% PROPOSED SOUTH M M M �' PROPO 3ED NOR ww >w w ww w > 4- d d w 4 -93 bi > >> CD w w w w w w ui W J W Lo 4 4 4 4 4 a to 4 a co (6 to d N N `� d N M M � pry W W J W L j W 4 Q M 360 356 352 348 31 00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R1 1 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 50.00 FT. L VERT CIIRVF L 4ES+Z41 22+00 360 356 352 348 344 340 23+00 F.L. ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- "R1-1" STOP "WI -1" CURVE ARROW PROPOSED SAWCUT LIMIT LINE Ol 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. Lu d - - 0 C) V) C.L.CE CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" -KEEP RIGHT "W31(CA)" -END "R6-1" "W3-3" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - I ELEV B ELEVATION BEGIN CURB RETURN CA00 N 000 IR coo Lu CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL y A '$„ PAVEMENT TO BE 0.30 TYPE B A.C. OVER 1 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE o "W3-1" "R26(CA)" - NO PARKING W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT 3 O UNITS STANDARD PLAN RSP A88A CASE A. co 0.40 AGGREGATE BASE OVER 0.80 COMPACTED co BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ¢ "R3 -5R"» RIGHT TURN ONLY »W14-2' - NO OUTLET T83 res Tgs M O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY W EC END CURVE TC TOP OF CURB "R81(CA) - BIKE LANE W1-7 - DOUBLE ARROW - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. z W PER C.O.B. STD. ST -9. 6 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT Z R7-9 - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW 0 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE S EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY d OF VERTICAL CURVE FC FINISH CONCRETE o of Ln pj CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER/DESIGN R/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. Ln M FACE OF CURB R/W RIGHT-OF-WAY c� co N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED N 0 � ----------13 EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS �j TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. W J O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY QQ FURNISH & INSTAL_ SUR Y MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. a GUTTER LIP TO A DEPTH OF 12". M M EXISTING SURVEY MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. ~J W 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' AGGREGATE BASE OVER 0.50' FURNISH & INSTAL_ STRE T 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) O 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. SID. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS �� �> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -o- FURNISH & INSTALL STRE T UGHT-5800 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 5. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS ED FURNISH & INSTAL_ STRE T UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE 8 O W LLj PER C.O.B. STD. D-14 UNLESS NOTED ED OTHERWISE. N cD O W F- C> N LaJ W W QD U Ed N W M L+- d V- M LL J d0' J I O V- p O O W M M W p W M N dM• + pf m +W O U + 1*2! + W ) W + = W m V C 7 N d Lj N L¢- U U U FQ- 0 N LJ m w U) W + APF ROXIMATE EXISTING GROUND @ CFNTERUNI-. m - -$-0 -- -- -- ------------ S -06% " . " -- -- -- - - - - - -- -- -- -- -- -- -- -- -- -- .__ 7% NoIcn dao v q. • FLOWLINE S=0.51 PROPOSED SOUTH M M M �' ww ww 4- d d 4 -93 > >> ui W J W W W 4 a d N M F.L. ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- "R1-1" STOP "WI -1" CURVE ARROW PROPOSED SAWCUT LIMIT LINE Ol 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. Lu d - - 0 C) V) C.L.CE CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" -KEEP RIGHT "W31(CA)" -END "R6-1" "W3-3" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - I ELEV B ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION N - ONE WAY - SIGNAL AHEAD "R5-1" - DO NOT ENTER - STOP AHEAD •CR IR FURNISH &INSTALL IRRIGATION CONDUIT Lu CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL y A '$„ PAVEMENT TO BE 0.30 TYPE B A.C. OVER 1 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE o "W3-1" "R26(CA)" - NO PARKING W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT 3 O UNITS STANDARD PLAN RSP A88A CASE A. co 0.40 AGGREGATE BASE OVER 0.80 COMPACTED co BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ¢ "R3 -5R"» RIGHT TURN ONLY »W14-2' - NO OUTLET T83 res Tgs M O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY W EC END CURVE TC TOP OF CURB "R81(CA) - BIKE LANE W1-7 - DOUBLE ARROW - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. z W PER C.O.B. STD. ST -9. 6 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT Z R7-9 - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW 0 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE S EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY "B" OF VERTICAL CURVE FC FINISH CONCRETE o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q1 CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER/DESIGN R/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. ' F.O.C. FACE OF CURB R/W RIGHT-OF-WAY c� co N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED N 0 � ----------13 EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS �j TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. W J O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY QQ FURNISH & INSTAL_ SUR Y MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. a GUTTER LIP TO A DEPTH OF 12". r 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 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH & INSTAL_ STRE T 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) O 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. SID. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS �� �> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -o- FURNISH & INSTALL STRE T UGHT-5800 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 5. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS ED FURNISH & INSTAL_ STRE T UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. LLj PER C.O.B. STD. D-14 UNLESS NOTED ED OTHERWISE. • m� m m � m m � TRACT BOUNDARY Top "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION TTER - Lti,.. UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. -- - A 2 SHEET WHERE SECTION ISS OWN PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE �-zr;- -24> EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PER C.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 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 DAYS PRIOR TO PAVING. STANDARD SPECIFlCA11ON 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 'f -S oata' 360 356 352 344 340 23+00 QG -a✓��3 U N l'i 3 O tJ L`I� 0 M M D Q ch O Z 0000 U CK d - Z u- 1 Q J W Q W U 0000 J •- W cfl O V v N Cr W Y Q m 0 0 \ O 0 0 0 z w m a 0 0 m W m o W w LAJ0 U M � M b� � Q O x U � W W = =LL M `� FE("PiRD g v° 'k 0 z mQ d 0 C) V) O y�M ++ z co\") am) p N 0 v Lu Q y A W o Lu 1-- x co > co so ¢ O M W Z O - co z W co 12 6 0 V Z 0 co Q i Z O OR j c� co N N 0 � o � i W J � p a rzLU a 4 i D W LLj cD O W F- C> N QD � W W = =LL M `� FE("PiRD g v° 'k 0 z d 0 C) O y�M ++ co\") am) p N W v Lu Q y A W o Lu 1-- x co > co so ¢ O M Ff.- Z O - co z W co 12 6 0 V Z 0 co Q i Z O OR j I` co N N 0 � o � i W J � p a a � W W = =LL M `� FE("PiRD g v° 'k 0 FREEP RT WAY SEE S EET 12 Owl 320 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 11 11 II (� � II UNT.5 UNT A ��Q� 2 F o o f I L N I 1 i I I N ♦ N i , ♦ N I i 1 I JJ I_j JI IJ _j{ IJ J_j J J-�J JI J JJ JI IJ A ,J U l.� J Li L.� J _I l.� J Li J U L� U U li u- 00 Li 00 co OJLL tr (,� O L� O CD Li p� u O O LL w Ly li tb Lt_ 42 0 41}� 00 00 �� 00 ��� ++ l0)} N4 00 4300 I"�'> N �I I�> N40 = ++ 1 r m + I�r N +, 3 >_ 4+ ++ 713 NI 12 ,�> N 11 10 M� 9 0o Q +Q + Q +Q Ln + Q n +Q rn o -.t v- { Q rn ,n +Q r) Q r7 o corn Q + Q r- +Q + Q I+Q n � + low + �i + IN3i + ?I + IMS + m �� + w vvn'� + �I + m + �I + i�� + �1 + �'� + P7 W O W W N. W N W r7 '- W W p W Lr) W �0 W Lp W W D0 W O) I w O > > > > > > H > > > H > > > e- > > Q- a Q ¢¢ - Q Q- a Q U L- F-- Q Q Q Q Q Z F¢- H Q F¢- I¢- O_ of Z F- L- 0_ 0_ �I F- L H H H F H E- W !n V) O Q O O O O Q O cn to O G9 N O< O O t/') to O 0 H 0< O< O r7 v' R/W v' 2 Ln `n cn `n cn R W �' 2 �' `n R W cn 2 Ln cn p Li I J Li I yj 2 L� L� R/ " J Q cV L` II J L` II w II J it J 2 R/W �t w M ¢ • F- 0) Li 0) LZ 0) Li 0) Li 0) H - O F- r <L- a o! d o! r II � 1- U L` II ko 11 cz)C) �o �C r� rnrc) rn r� o rn�N O �� O Q_'m o �0) o (n>' w3v) O Q N I d Q O I d- Q N I cY Q 00 <t t Q N O i Q O O ^ I W N O Q d• O d' 0_ 1= cn N w + INw + Irn W + icow + r7i w + cO�t ToW + ci O zz o a r�i o O 0 0 N N M N O a O N Z Ln N Z 00 Z M 0' N N) - d- D' •' U' �. o co co cn 5' ci l JJ D D JJ O JJ J JJ m .- J_j JO 34 35 �� 36 37 38 39 QU- 51 CjLi I 5' C3� �� JJ I 5' I M M C� (n C� N C� (n Q (3L Ln ( cn 0 0 N O) 0 -"1 mm 0 O, Z IQ- 0 0 Q U Li O 2 rn rn 1 cn I cn I v) cn i ¢ �r cn d 30' 30' I ¢¢ d d N i cn w o Ln ¢ "I v cn a, o, ¢ ¢ 30' 30' I �� 1 I I i z o o h ccoo CID 20' 20' -- �� z LLo U" d d N 3 20'- 20' ++ 1 I 1 ++/ ++ ( JJ ++ ++ OO m dd dd- UU tnLn O coc0 co co JJ 1 I d Q UNT �5 Q¢ Q d FARMINGTONS1WAY o o� Q Q °�° Q Q I� I� o 0) o WASHBURN WAY SEE SHEET 8 ¢Q U cfl0 U I- H Z F- H U H H U t0 O U F_ F_ Z F_ F_ 0_ F- d• O laJ Ln to O N (n m N N � O O 41 cn N O N to . L- F- W O O UNT + + m Ln V)cn 4 Lncn �N SAMUELSON STREET (STA. 10+00.00 TO STA. 22+50.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 356 352 348 344 340 h II 2 Li it u J N LA J� Li O1 ii N J Li 2 J R/W La �J ,� F. L. FLOWLINE J F= O O 0 Li O STORM DRAIN PLANS FOR DETAILS. Li 0) Li O Li n II FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O C) o v - o Op M N . MCKEE ROAD &MOUNTAIN RIDGE ROAD - 0) �1 >- c Q EVC END VERTICAL CURVE PI POINT OF INTERSECTION O Z 0) } d- O I V)_j o �1 >- `t Q II FURNISH & INSTALL IRRIGATION CONDUIT � o o BERING LANE N C5 N o _ M> 37 �i +l 38 w + R26(CA)- NO PARKING "W14-1" - NOT A THROUGH STREET Q wCD + NI 39 40 w + Q a-) w + C> o o ' IJ Lt o SEE SHEET 9 36 0 zUL�W > W TR3 TR5 TR6 C Q v)ml� o Nl 0 o i.,j EC END CURVE TC TOP OF CURB w N ' FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® ' N ^ d• W J SL a Q a J JJC-i ��" c) '^ Li JJJ F- 1 Ln "B" �1 13�L0' 30' Q C� (n JJIN NI ool �d m U IJ 00 ¢ I N 3. , IJ F.O.C. _j JJ 1 1 U L.t_ I cn SSI I ZO' I 0' 00 00 mmJo l.� W J L� -- EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS J TAPER NUMBER FOR TAPER DESCRIPTION lL _j U- U LL* iI FURNISH &INSTALL SURONSTRUCT CDd0) ( C3 I ++ H NNQN LL 00 (� ccj Ww � loo 00 ~ I 'Z 00 LlJ NN rnrn 1 M z i NN U ¢¢wa CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 7 F¢ -F¢ - v a LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' M d ^6 FURNISH &INSTALL STREET Lo Lo ++ s SEWER - REFER TO SEWER & STORM DRAIN PLANS ++ 00 QQ Oc �i.1 3 r ¢QQ 1�� U C�N(nZ0 F�ow Q NI+ +IN STREET NAME SIGN PER C.O.B. STD. T-1. �- Q O) + I+>- NQ INW r7 J NN NN Tw DENSITY PER C.O.B. STD. ST -9. s -O- FURNISH & INSTAL- STREET LA 0 [ww- NN CAL -TRANS TYPE IV ARROW _ PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS W M -e- N '= ® .J- LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. O a00 j j of N L j 7 N > N > V J m Ln to a0 pf Of a o Q N o o Ln to VI J li cn O LIJ 3 13 W W Lij 0 Lo0 t0 F J W Q 0 O 00 cq d 20+00 M M 22+00 1-- - --+-- -� _ - p N 32.00' -S89b2'47"E S21+00 o 8" SIWER 211.51'- n SON 'J w J h 360 356 352 348 344 340 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R1-1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 20+00 V411!"11I67 22+00 II 2 Li �J R/W J� Li O1 ii N J Li 2 J R/W La �J ,� F. L. FLOWLINE J F= O Li 0 Li O STORM DRAIN PLANS FOR DETAILS. Li 0) Li O Li n FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O C) >- � Q' 0) la- � . MCKEE ROAD &MOUNTAIN RIDGE ROAD - 0) �1 >- c Q EVC END VERTICAL CURVE PI POINT OF INTERSECTION O Z 0) } d- O I V)_j o �1 >- `t Q 6) � � id o FURNISH & INSTALL IRRIGATION CONDUIT � o w O Iz o W c N w + o 1� M 37 �i +l 38 w + R26(CA)- NO PARKING "W14-1" - NOT A THROUGH STREET Q wCD + NI 39 40 w + Q a-) w + 41 o ' IJ Lt BC BEGIN CURVE 36 0 iQ "R3 -5R" -RIGHT TURN ONLY "WI4-2" - NO OUTLET "R81(CA)" "WI TR3 TR5 TR6 C Q v)ml� o Nl 0 o i.,j EC END CURVE TC TOP OF CURB w LA 61 W FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® Q In PER C.O.B. STD. ST -9. a Q d a J JJC-i ��" c) TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �m (n F- 1 Ln "B" �1 (� (n M Q C� (n JJIN NI ool C� (/J (� (n IN LL I 00 ¢ I N 3. d ,m F.O.C. 1 1 R/W RIGHT-OF-WAY 1 1 z 0 I cn SSI I 0 1 I:zr oo LO LO i i aoao -- EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION ^ izt 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. ad C5 UNT 2 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY iI FURNISH &INSTALL SURONSTRUCT ++' NN ® C3 Q¢ ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND J ccj Ww 00 ~ > W 4J NN EXISTING SURVEY MONUMENT4. wb F N.- CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS ¢ F¢ -F¢ - LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' M FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS Z QQ 7 O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED m V) V) w_j FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. Nc DENSITY PER C.O.B. STD. ST -9. s -O- FURNISH & INSTAL- STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. 360 356 352 348 344 340 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R1-1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 20+00 V411!"11I67 22+00 ABBREVIATIONS 1► FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -_____________________ PROPOSED SAWCUT OMIT UNE O1 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 "Rt -1" - STOP "WI -1" - CURVE ARROW 0 STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHTTS " CA W31 - END " ( ) "R6-1" "W3-3" 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 BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION p - ONE WAY - SIGNAL AHEAD » R5-1 - DO NOT ENTER "W3-1" -STOP AHEAD N FURNISH & INSTALL IRRIGATION CONDUIT 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W c PAVEMENT TO BE 0.30 TYPE "B" A.C. OVER N ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 1 _ CO R26(CA)- NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O 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 "R81(CA)" "WI TR3 TR5 TR6 J ' EC END CURVE TC TOP OF CURB w LA 61 W FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. In 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 c) TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY "B" OF VERTICAL CURVE M -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q1 CURVE NUMBER FOR CURVE DESCRIPTION O5 ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY �o N 0 OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED ^ cD -- EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION ^ izt 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH &INSTALL SURONSTRUCT Y MONUMENT PER C.O.B.C.0.6. STD. ST -13. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND J ccj 3 a L0 > W N GUTTER LIP TO A DEPTH OF 12". EXISTING SURVEY MONUMENT4. a --r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS M LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' M FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 3- 'M 7 O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE w_j FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. s -O- FURNISH & INSTAL- STREET UGHT-5800 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 5. M -e- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. j L j > L+1 pf Of LJ VI J li cn O W W O O Lo0 t0 F J W Q 0 O 00 cq d M O J w p N ^ 'J w J 00 M M ''', c W O W Z O In d^• M M U- J O J M J f- W to d- + 'd' W W W co W W 2 cnLCI - to U > M 0 W J QQ. Z, O c0 O J W J W c rM t0 rn Z J d J + ^ I I ii > ,� - -- - -�� _ I-- ¢ W W Mluj It I I o `� APP 00 m OJw � LL1 N C) O L W - -� o J Li '�cri z w I I + 2+�+-w O U O J In ND 0 C NTERUNE am cn Wo Z to m Li JgCID - - - m U mQ = N M _ _ - - -- - - - O - V) -- -- -- -- -- -- -- -- -- -- -- - �' -- -- -- i N N Z -- - - - - -- - -- - ¢ - - - - -- - - =0.25% O L+O , 1¢-- rdi _ _ T d 1.40% - r APPROXIMATE EXISTING S=115% - - -rn^ C)+ d < CROUND @ CENTERLINE - - M o t-- PR POSED SOUTH -- - -- -- -- �¢ L i i N --------------- m C6 -- - - - - - - - - - - - - -- -- -- -- -- -- -- -------------- S=1.02°' =-0.5] S UTH S=O. ^� S-0 ,^� ___A_-PR0P0SED ' FL S NE "� M p M > t7 71-T FLOWLINE ",, "' ' S=0.2% LLq>w> w J 0 Lq^ jj .rte PROPOSED NORTH • d M M J w J w W FLOWLINE J J w a W 4 W a w 4 Q 44d w w 4 4 `t-N� d- PR POSED N RTH FL NE ' ww J J ww J J M M AJ w w w w N d N d M •- M 360 356 352 348 344 340 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R1-1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 20+00 V411!"11I67 22+00 STW "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION� � � � � � � � � � TRACT BOUNDARY 9 AHEAD "A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION UNIT BOUNDARY /l�M® AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE 2 SHEET WHERE SEC11ON IS S11OWN PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PER C.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 ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 22+00 360 356 352 Kid -3 K11 340 360 356 352 344 340 ovtl2-►l1� N r,- �- •s ONL7 u N LT -5 No. C) 0 1`7 H � �Q � O Z 00 U of d - Z �O I Q J W U 00 2 -1 r r(0 W t0 �. CV � W Y Q m ABBREVIATIONS 1► FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -_____________________ PROPOSED SAWCUT OMIT UNE O1 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 "Rt -1" - STOP "WI -1" - CURVE ARROW 0 STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHTTS " CA W31 - END " ( ) "R6-1" "W3-3" 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 BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION p - ONE WAY - SIGNAL AHEAD » R5-1 - DO NOT ENTER "W3-1" -STOP AHEAD N FURNISH & INSTALL IRRIGATION CONDUIT 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W c PAVEMENT TO BE 0.30 TYPE "B" A.C. OVER N ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 1 _ CO R26(CA)- NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O 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 "R81(CA)" "WI TR3 TR5 TR6 J ' EC END CURVE TC TOP OF CURB w LA 61 W FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. In 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 c) TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY "B" OF VERTICAL CURVE M -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q1 CURVE NUMBER FOR CURVE DESCRIPTION O5 ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY �o N 0 OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED ^ cD -- EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION ^ izt 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH &INSTALL SURONSTRUCT Y MONUMENT PER C.O.B.C.0.6. STD. ST -13. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND J PER C.O.B. STD. ST -9. 3 a L0 > W LO GUTTER LIP TO A DEPTH OF 12". EXISTING SURVEY MONUMENT4. a --r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS M LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' M FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 3- 'M 7 O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE w_j FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. s -O- FURNISH & INSTAL- STREET UGHT-5800 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 5. M -e- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. j L j > L+1 pf Of LJ VI J li cn O W W O O F J W Q 0 O O J w 'J li 0 M M c W Z O In U- + 'd' co W W U M 0 QQ. Z, O c0 O J W J W c rM t0 + ^ I I I ,� - -- - -�� _ I-- ¢ F¢- Mluj It I I o `� APP OXIMATE EXISTING � w o z w 'F GRO ND 0 C NTERUNE am cn LJ m - - - _ _ - - -- - - - - -- - V) -- -- -- -- -- -- -- -- -- -- -- - -- -- - -- -- - - - - -- - -- - -- - - - - -- - - =0.25% _ _ T 1.40% S=115% -rn^ M o PR POSED SOUTH 0o m m C6 FLOWLINE PROPOSED S UTH ^� ,^� ___A_-PR0P0SED ' FL S NE "� M p M > FLOWLINE ",, "' ' LLq>w> w J • J w J w W J J w a W 4 W a w 4 Q 44d w w 4 4 `t-N� d- M M STW "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION� � � � � � � � � � TRACT BOUNDARY 9 AHEAD "A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION UNIT BOUNDARY /l�M® AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE 2 SHEET WHERE SEC11ON IS S11OWN PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PER C.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 ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 22+00 360 356 352 Kid -3 K11 340 360 356 352 344 340 ovtl2-►l1� N r,- �- •s ONL7 u N LT -5 No. C) 0 1`7 H � �Q � O Z 00 U of d - Z �O I Q J W U 00 2 -1 r r(0 W t0 �. CV � W Y Q m ABBREVIATIONS 1► FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -_____________________ PROPOSED SAWCUT OMIT UNE O1 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 "Rt -1" - STOP "WI -1" - CURVE ARROW 0 STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHTTS " CA W31 - END " ( ) "R6-1" "W3-3" 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 BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION p - ONE WAY - SIGNAL AHEAD » R5-1 - DO NOT ENTER "W3-1" -STOP AHEAD N FURNISH & INSTALL IRRIGATION CONDUIT 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W c PAVEMENT TO BE 0.30 TYPE "B" A.C. OVER IR ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 1 _ CO R26(CA)- NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O 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 "R81(CA)" "WI TR3 TR5 TR6 J O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB w " » - BIKE LANE -7" - DOUBLE ARROW W FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. In 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 c) TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY "B" OF VERTICAL CURVE FC FINISH CONCRETE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q1 CURVE NUMBER FOR CURVE DESCRIPTION O5 ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY �o OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED -- EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH &INSTALL SURONSTRUCT Y MONUMENT PER C.O.B.C.0.6. STD. ST -13. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND J PER C.O.B. STD. ST -9. 3 a GUTTER LIP TO A DEPTH OF 12". EXISTING SURVEY MONUMENT4. a --r 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 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" 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 3- PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7 O 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. EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. s -O- FURNISH & INSTAL- STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �n 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 -e- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. STW "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION� � � � � � � � � � TRACT BOUNDARY 9 AHEAD "A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION UNIT BOUNDARY /l�M® AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE 2 SHEET WHERE SEC11ON IS S11OWN PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE EXISTING STRIPING AND MARKINGS, TYPICAL10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PER C.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 ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 22+00 360 356 352 Kid -3 K11 340 360 356 352 344 340 ovtl2-►l1� N r,- �- •s ONL7 u N LT -5 No. C) 0 1`7 H � �Q � O Z 00 U of d - Z �O I Q J W U 00 2 -1 r r(0 W t0 �. CV � W Y Q m Gj Q 0 1► - u►- ► In Q O 0 o LO z Gj Q 0 W fly I co IL In Q O 0 o LO z m F- N a� p W N 0 F-uj W c a O tL ~ co 1 _ CO x 0 xO m � J C w r W O Oz W In U Q c) 0 to ti as Ice z �o N 0 o z J 0 a 0 J 3 a 3- w cn O w F N Q 0 O W fly I co IL d O 0 o LO m F- N a� p W N W F-uj W c a O tL ~ co 1 _ CO x 0 xO m � J C I~ r W O Oz W In U Q c) 0 to ti as Ice z �o N 0 o J 0 a 0 3 a W fly I co IL CURVE TABLE M i NN n CURVE RADIUS LENGTH TANGENT C) u n C) 2 42.00' 98.53' 99.95' 134'24'55" CURVE TABLE M i NN t UNT CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 27.13' 14.29' 44'24'55" 2 42.00' 98.53' 99.95' 134'24'55" 3 42.00' 197.06' 42.87' 268'49'50" N - - - �J U V�T3 N M� 1� O p Q UNT2 O0 i I I 1 �jti / I N I 1 N J -ice' 1 i 1 1 3O �� ao / w -� �I __4 _j I-' '1 �-� 1 / U ti _.I J J J J J J J U t.t- O nj /�' / LL: U l.t_ U li. U L.L _j L� J V" U W U' 3 I- 1 C> C> li ti O t.. O ta- O La. N N 00 00 (� 2 V Q ^�� � � ( O O W O 00 d d- �'- � V- � O� O� 2 / C7 � Z ' �O l to to S� pc 00 O d- Y NN 00 W Woo l� �l NN t Ot') IN / ,__,__, _Woo I J o �� W 5 l� 4 l ,/ o� ' of W Z Ire 33 1 32 1 31 I C4 1 N Z to to M O NN 1 Q Z >- tKi r >- c0 00 >- 00 «n >- CO N cD / ' ' I of >-- O + r + V Ll_.I -' MM'Q �I+Q +1 Q r) I+Q t� +I Q d tnmU QQ Q Q x 10 �+-� NN'U N NI m MM Q d IMQ o0 d) 2 NN +r�� + M + �� + �.() + NN� rr (n /� M NN r N NI W NN � + INS + NI NN O U W NNW M N W N W d- N W d N N Cyt -\ y �'" 2 U Q 0 W M C5/1 r QQ > > N > N > N > N QQ �P VP 1. r QQ Q Q QQ > N Q> N Q / O J / Q rr o Qo a d� ¢ rr �1F 1 Q rr r rr t -o F- v -.iOF> cn <n' o vri o v~i R/yy c~n o 2 N o m cn (n O�� k6�' N to cn c� m (n o d o a R W 2 m m m -- _ O G �; • 0v 27 SSP W x166 z LSI OO R/w LTJ . CUL-DE-SAC F L.La 6" SEWER �"' "' 1 6' SEWER STA. 26+83.13_ (n 634,17 1 0 _ P '^ �� S A. 26+16.40 C.L. - - "'+ ` ' oN �� �Q' s _ _ _ _ _ d ... 23+00 S89'02'47"E 24+00 25+00 326.49' `' � 23+0 - - S89'02'47"E 24+00 +o0 316.40' - - P.I./GRADE BREAK _ _ _ _ I_ MATCH LINE 0 26+0 �° STA. 26+58.40 C.L = s s o" SEWER s V STA. 23+00.00 C.L. 1 0 `" STA. 26+88.18 F.L., LT.= 1 o N L j 1 1 STA. 26+88.18 F.L., RT. I w w � � R/W o �' o I t i 24 'nl N + l Q N r Q N r JM M i NN t UNT 3 t U r QQ aX SFS70 . m N25 M s m ._I NV II 0000 t1 -' � ul U- 2 J Q N a:cncn 1'- -i d F.L. to O POVC POINT ON VERTICAL CURVE �� "R1-1" - STOP "W1-1" - CURVE ARROW Z � M �` d I O ¢ N �I > _ rs O ' oo >- �i �> U a I �: N > 210 N +I > N 22 +i 23 >" N 1+> W > W 1 a r%- + w M 43 1 O +l N o< W 4- > N a N Q Cl FURNISH & INSTALL INTERCONNECT CONDUIT NOf Io < J �Oo UW �V) N l N N V) J W Nl C:)) U) (� c I Oo' iCn NI C j cQriil N cai~ii I N �1 wLLJ IN •G Z o0 CC. D w 1 OF VERTICAL CURVE FC FINISH CONCRETE FC o I m CURVE NUMBER FOR CURVE DESCRIPTION I � R/W o �' o I t i 24 'nl N + l Q N r Q N r JM M i NN t UNT 3 t U r QQ aX SFS70 . m N25 M s m tt0 NV U -)O 0000 360 356 352 348 M.e 356 352 348 n 0 0 0 N J -1 UlL Lq� CV CV CO W LO to N N N N MAINE AVENUE (STA. 23+00.00 TO STA. 26+16.40) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 2 �STq �iL� ST9 ' � . 26'x �9J- ' s11\9 26 ,J (� N __42 10 S r, 9` ,c cl�i aX SFS70 + o + �0 26 N25 M s 00 (3LL: 1 tt0 (f) 1 Oto CO !` U -)O 0000 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: � ul PROPOSED SAWCUT LIMIT LINE N N U M a:cncn FOR SEWER AND STORM DRAIN, SEE SEWER AND 23+00 25+00 26+00 360 356 352 348 27+00 r z 0 a J Q U F L z rn w 0 M �W i J 2 CONSTRUCTION NOTES: 0. s No 38322 = \ tt0 - ...-. U -)O R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Q PROPOSED SAWCUT LIMIT LINE M M M FOR SEWER AND STORM DRAIN, SEE SEWER AND M d F.L. to O POVC POINT ON VERTICAL CURVE N "R1-1" - STOP "W1-1" - CURVE ARROW Z M M �` d I <t CENTERLINE M > _ rs O ' oo rn i } a N + Cr 1 <r o� a I �: N '} N Cn l + O + O ���� 5' 7 i FURNISH & INSTALL IRRIGATION CONDUIT N j W > W 1 a r%- + w M 43 1 O +l 44 i W't n > +l W 4- > N a N R26(CA)" - NO PARKING W14-1" - NOT A THROUGH STREET "W14-2" Ic FURNISH & INSTALL INTERCONNECT CONDUIT O J L 1+ J Q N l N N PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB J W V) W FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT rn O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. Z oo iCn m C j cQriil N cai~ii W N �1 wLLJ CO n 01 41 PER C.O.B. STD. ST -9. w W OF VERTICAL CURVE FC FINISH CONCRETE FC o m CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER/DESIGN ENGINEER. 3. 30' -j Z J i N O Y J Cn O OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY + + 20' I 20' 634,16 VEY MONUMENT PER C.O.B. STD. ST -13. 0 N N as ® ITEM OF WORK - SEE SCHEDULE LL Z Li ad 2 LO to C3 Qa W ( OO I oo r r d r GUTTER LIP TO A DEPTH OF 12". STA. 23+21.24 C.L., 20.00RT.= 0 EXISTING SURVEY MONUMENT r r N L0 UQ u to m N N 4. m cd Z O ND 0 CEI 4TERLINE 0 m cn V' E PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O S=0.25% S=0 0% N ..I�Q CT 4UND 0.25 0 EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS�i W 00 J AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -O- FURNISH &INSTALLS STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �n to N RTH 5. PR POSED S UTH 2 N INE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS... LEFT OR RIGHT AS APPLICABLE FLO NLINE PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 1 N N C7 N "STOP" MARKING PER CAL -TRANS STANDARDS 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRAD o. sas2 SECTION DESIGNA ON: TRACT BOUNDARY � "AHEAD" ci Q 6-30- Q SECTI In _ i _ _ _ _ _ _ _ ! UNIT BOUNDARY AREA® MARKING PER CAL -TRANS STANDARDS IS TO GO FROMOM FLOWLINE OWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE o� m (n � N d N PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ClVI�- �P gTFpFCA�,F��� PPROXIM TE EXIS NG CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2PER - - C.O.B. STD. ST -4. ROUND CENTERLINE SHEET WHERE SECTION I SHOWN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 �� •Q���� 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 N I r '3 O N Li STANDARD SPECIFICATION 8010-21C-19, UNLESS - to S=0.2 OTHERWISE INDICATED. - - --- -- - - - - - - - - -- PROPOSED SOUTH PR POSED N RTH FtOWLINE 23+00 25+00 26+00 360 356 352 348 27+00 r z 0 a J Q U F L z rn w 0 23+00 24+00 25+00 26+00 360 356 352 348 27+00 N �W i J 2 CONSTRUCTION NOTES: 0. s No 38322 = \ Cl M - ...-. LO R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Q PROPOSED SAWCUT LIMIT LINE O ul M CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. M FOR SEWER AND STORM DRAIN, SEE SEWER AND M d F.L. to O POVC POINT ON VERTICAL CURVE N "R1-1" - STOP "W1-1" - CURVE ARROW Z o M �` d I <t CENTERLINE M _M _ rs O ' oo rn i } a N + Cr 1 <r o� a I �: N '} N Cn l + O + O ���� 5' 7 i FURNISH & INSTALL IRRIGATION CONDUIT N j W > rM N 1 a r%- + w M 43 1 O +l 44 i W't n > +l W 4- > N a N R26(CA)" - NO PARKING W14-1" - NOT A THROUGH STREET "W14-2" Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. L 1+ t7 Q N l N N PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB td V) W FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT rn O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. Z oo iCn m C j cQriil N cai~ii W N �1 __j CO n 01 41 PER C.O.B. STD. ST -9. w W OF VERTICAL CURVE FC FINISH CONCRETE FC o m CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER/DESIGN ENGINEER. 3. 30' -j Z J i N O Y J Cn ti OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY + + 20' I 20' 634,16 VEY MONUMENT PER C.O.B. STD. ST -13. 0 N N as ® ITEM OF WORK - SEE SCHEDULE W Z W ad 2 LO to C3 Qa W IY 00 I oo r r d r GUTTER LIP TO A DEPTH OF 12". STA. 23+21.24 C.L., 20.00RT.= 0 EXISTING SURVEY MONUMENT r r LO UQ u to co N N 4. m W C5 ND 0 CEI 4TERLINE 0 m cn V' E PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O S=0.25% S=0 0% CV ..I�Q O 4UND 0.25 0 EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS�i W -7 co W AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -O- FURNISH &INSTALLS STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �n to N RTH 5. PR POSED S UTH S M N INE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS... LEFT OR RIGHT AS APPLICABLE FLO NLINE PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 1 to N to N C7 N "STOP" MARKING PER CAL -TRANS STANDARDS 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRAD o. sas2 SECTION DESIGNA ON: TRACT BOUNDARY � "AHEAD" ci Q 6-30- Q SECTI N _ i _ _ _ _ _ _ _ ! UNIT BOUNDARY AREA® MARKING PER CAL -TRANS STANDARDS IS TO GO FROMOM FLOWLINE OWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE o� mU) IL d N PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ClVI�- �P gTFpFCA�,F��� PPROXIM TE EXIS NG CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2PER - C.O.B. STD. ST -4. ROUND CENTERLINE SHEET WHERE SECTION I SHOWN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 �� •Q���� 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 N I r '3 O N Li STANDARD SPECIFICATION 8010-21C-19, UNLESS - to S=0.25% OTHERWISE INDICATED. PROPOSED SOUTH FtOWLINE 23+00 24+00 25+00 26+00 360 356 352 348 27+00 360 356 352 360 356 352 348 SAMUELSON STREET (STA. 22+50.00 TO STA. 25+76.49) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL (.Y�alll)♦il1 N �W i J 2 CONSTRUCTION NOTES: 0. s No 38322 = \ Lj N o - ...-. M R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Q PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. I�R/W FOR SEWER AND STORM DRAIN, SEE SEWER AND M d F.L. to O POVC POINT ON VERTICAL CURVE N "R1-1" - STOP "W1-1" - CURVE ARROW Z o d rn �` d I <t CENTERLINE _ U _M _ rs O ' oo rn i } a N + Cr 1 <r o� a I �: N '} N Cn l + O + O ���� 5' 7 i FURNISH & INSTALL IRRIGATION CONDUIT N i s /� N 4. / W > rM N 1 a r%- + w M 43 1 O +l 44 i W't n > +l W 4- > N a N R26(CA)" - NO PARKING W14-1" - NOT A THROUGH STREET "W14-2" Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. L 1+ t7 Q N l N N PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB . O Q N O Q 45 'J J FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT rn O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. Z oo iCn m C j cQriil N cai~ii Z w N �1 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CO n 01 41 PER C.O.B. STD. ST -9. 6q/Z,71t OF VERTICAL CURVE FC FINISH CONCRETE FC o m CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER/DESIGN ENGINEER. 3. 30' F.O.C. Z + + LO LO I i N O W O Q Zo CONSTRUCT 12 WIDE CROSS GUTTER PER C.Q.B. STD. ST -7. I OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY + + 20' I 20' 634,16 VEY MONUMENT PER C.O.B. STD. ST -13. 0 N N as ® ITEM OF WORK - SEE SCHEDULE 1 GRADE BREAK Z UNT ad 2 LO to C3 Qa HOLYOKE DRIVE UNF r r d r GUTTER LIP TO A DEPTH OF 12". STA. 23+21.24 C.L., 20.00RT.= 0 EXISTING SURVEY MONUMENT r r SEE SHEET10 UQ u - - - N N 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" , A.C. OVER 0.40 AGGREGATE BASE OVER STA. 23+21.24 F.L. GROL ND 0 CEI 4TERLINE 0 m cn V' E PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 360 356 352 360 356 352 348 SAMUELSON STREET (STA. 22+50.00 TO STA. 25+76.49) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL (.Y�alll)♦il1 23+00 24+00 25+00 360 356 352 348 N LEGEND: (CONT) i LEGEND: ,CONTE CONSTRUCTION NOTES: 0. s No 38322 = \ M ABBREVIATIONS M R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND M d F.L. W POVC POINT ON VERTICAL CURVE N "R1-1" - STOP "W1-1" - CURVE ARROW Z o Q > N W CENTERLINE _ U _M _ rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUITIV1� �2 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. W Mc - KEE ROAD &MOUNTAIN RIDGE ROAD 0 N W ELEVATION BEGIN CURB RETURN a; M - ONE WAY - SIGNAL AHEAD "R5-1" - DO NOT ENTER ."W3-1" FURNISH & INSTALL IRRIGATION CONDUIT J > N V- W W N -j END CURB RETURN PRC POINT OF REVERSE CURVATURE w R26(CA)" - NO PARKING W14-1" - NOT A THROUGH STREET "W14-2" Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. I p Q > W PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB Y Q "R3-5R"q RIGHT TURN ONLY - NO OUTLET "R81(CA) - BIKE LANE Wt -7 - DOUBLE ARROW rR3 rgs rgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT rn O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. Z t .- m C j t0 � Z w TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CO n ui PER C.O.B. STD. ST -9. 6q/Z,71t OF VERTICAL CURVE FC FINISH CONCRETE FC o m CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER/DESIGN ENGINEER. 3. N F.O.C. C�I U RIGHT-OF-WAY U N O W O Q Zo CONSTRUCT 12 WIDE CROSS GUTTER PER C.Q.B. STD. ST -7. C-) a OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY C3 > � FURNISH & INSTALL S VEY MONUMENT PER C.O.B. STD. ST -13. 0 r Q ® ITEM OF WORK - SEE SCHEDULE COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND Z PER C.O.B. STD. ST -9. ad CD a- w v ci d r GUTTER LIP TO A DEPTH OF 12". 0 EXISTING SURVEY MONUMENT A m - - - 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 AGGREGATE BASE OVER GROL ND 0 CEI 4TERLINE 0 ENTERLI E PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O S=0.25% S=0 0% I ..I�Q S=-0.25% 4UND 0.25 0 EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS�i I�> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -O- FURNISH &INSTALLS STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �n PRC}POSED N RTH 5. PR POSED S UTH $- FLO INE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS... LEFT OR RIGHT AS APPLICABLE FLO 23+00 24+00 25+00 360 356 352 348 24+00 25+00 360 356 352 348 M N LEGEND: (CONT) i LEGEND: ,CONTE CONSTRUCTION NOTES: NOTES: s No 38322 = \ M ABBREVIATIONS W R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND d F.L. FLOWLINE POVC POINT ON VERTICAL CURVE N "R1-1" - STOP "W1-1" - CURVE ARROW Z o Q STORM DRAIN PLANS FOR DETAILS. W CENTERLINE SVC BEGIN VERTICAL CURVE Lj "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" 'W3-3" rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUITIV1� �2 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. Mc - KEE ROAD &MOUNTAIN RIDGE ROAD 0 N W ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION - ONE WAY - SIGNAL AHEAD "R5-1" - DO NOT ENTER ."W3-1" FURNISH & INSTALL IRRIGATION CONDUIT > PAVEMENT TO BE 0.30 TYPE "B" A.C. OVER LJ W W N -j END CURB RETURN PRC POINT OF REVERSE CURVATURE w R26(CA)" - NO PARKING W14-1" - NOT A THROUGH STREET "W14-2" Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0 0.40 AGGREGATE BASE OVER 0.80 COMPACTED I oo PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB Y Q "R3-5R"q RIGHT TURN ONLY - NO OUTLET "R81(CA) - BIKE LANE Wt -7 - DOUBLE ARROW rR3 rgs rgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT O4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY .- PIVC W t0 � Z w TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ui PER C.O.B. STD. ST -9. 6q/Z,71t OF VERTICAL CURVE FC FINISH CONCRETE FC o m CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB RIGHT-OF-WAY U N O W O Q Zo CONSTRUCT 12 WIDE CROSS GUTTER PER C.Q.B. STD. ST -7. Z J OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY VN rr �-'s SNLy Q FURNISH & INSTALL S VEY MONUMENT PER C.O.B. STD. ST -13. 0 r Q ® ITEM OF WORK - SEE SCHEDULE C COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND Z PER C.O.B. STD. ST -9. v 6 GUTTER LIP TO A DEPTH OF 12". 0 EXISTING SURVEY MONUMENT Istr m - - - 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 AGGREGATE BASE OVER GROL ND 0 CEI 4TERLINE s SEWER -REFER TO SEWER &STORM DRAIN PLANS 0)_ PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O S=0.25% 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE I ..I�Q S=-0.25% STREET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS�i I�> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -O- FURNISH &INSTALLS STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �n CAL -TRANS TYPE IV ARROW PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. PR POSED S UTH $- FURNISH &INSTALLS EET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS... LEFT OR RIGHT AS APPLICABLE FLO NLINE PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 1 24+00 25+00 360 356 352 348 4 >0 a D-/3 UNTTS 1^ L opt RL"C^RD } 0) O M F- cr) � Q tl O Z 00 U Of Z O� I Q w Q 14- W U 00 J rW O c0 o (n N [Y w Y MQ W w Q 0 } LEGEND: LEGEND: (CONT) i LEGEND: ,CONTE CONSTRUCTION NOTES: NOTES: s No 38322 = \ ABBREVIATIONS W R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND 6-30 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE N "R1-1" - STOP "W1-1" - CURVE ARROW Z o Q STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE SVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" 'W3-3" rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUITIV1� �2 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. Mc - KEE ROAD &MOUNTAIN RIDGE ROAD 0 �Q r ELEV BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION - ONE WAY - SIGNAL AHEAD "R5-1" - DO NOT ENTER ."W3-1" FURNISH & INSTALL IRRIGATION CONDUIT > PAVEMENT TO BE 0.30 TYPE "B" A.C. OVER SOF CAL�F� IR ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE w R26(CA)" - NO PARKING W14-1" - NOT A THROUGH STREET "W14-2" Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0 0.40 AGGREGATE BASE OVER 0.80 COMPACTED BC EC BEGIN CURVE END CURVE PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB N "R3-5R"q RIGHT TURN ONLY - NO OUTLET "R81(CA) - BIKE LANE Wt -7 - DOUBLE ARROW rR3 rgs rgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT O4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY .- PIVC POINT INTERSECTIO TP TOP OF PAVEMENT � " R7-9 - NO PARKING/BIKE LANE Wt -6 - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ui PER C.O.B. STD. ST -9. 6q/Z,71t OF VERTICAL CURVE FC FINISH CONCRETE FC o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB RIGHT-OF-WAY p EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION Zo CONSTRUCT 12 WIDE CROSS GUTTER PER C.Q.B. STD. ST -7. Z J OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY VN rr �-'s SNLy Q FURNISH & INSTALL S VEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND Z PER C.O.B. STD. ST -9. 6 GUTTER LIP TO A DEPTH OF 12". 0 EXISTING SURVEY MONUMENT Istr 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 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" , A.C. OVER 0.40 AGGREGATE BASE OVER W FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER -REFER TO SEWER &STORM DRAIN PLANS 0)_ PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE I ..I�Q FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS�i I�> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -O- FURNISH &INSTALLS STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �n 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 °�4�� �v mic $- FURNISH &INSTALLS EET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® 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. 1 flop "STOP" MARKING PER CAL -TRANS STANDARDS 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRAD o. sas2 SECTION DESIGNA ON: TRACT BOUNDARY � "AHEAD" ® A73C WITH A) SIGN WITH OM4-3 MARKER. BARRICADE 6-30- SECTI LETTER _ i _ _ _ _ _ _ _ ! UNIT BOUNDARY AREA® MARKING PER CAL -TRANS STANDARDS IS TO GO FROMOM FLOWLINE OWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE o� EXISTING STRIPING AND MARKINGS, TYPICAL10 PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ClVI�- �P gTFpFCA�,F��� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION I SHOWN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 �� •Q���� 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 N I r '3 O N Li STANDARD SPECIFICATION 8010-21C-19, UNLESS to OTHERWISE INDICATED. 4 >0 a D-/3 UNTTS 1^ L opt RL"C^RD } 0) O M F- cr) � Q tl O Z 00 U Of Z O� I Q w Q 14- W U 00 J rW O c0 o (n N [Y w Y MQ W w Q 0 } J i O) m Q W i0 V (n 4 + z N CV Z o Q co O_ as a� c 0 N Lu V O s > O L co _ w Z L W 0 + + N (Y W w M I`- .- cm Q � ui S ' cup to F- m LLI CO Z � Zo Z J Q O C~.rt FE W o �o j Z �, 6 L a Q 3 a' W w 0)_ I ..I�Q � ,- 0 0 0 w � F N o� i O) W i0 V 4 + z N CV o Q co as a� c 0 i Lu V O s O L co _ w Z L 0 + + N W w M I`- .- cm Q ui ' cup to F- m LLI CO Z � Zo Q O C~.rt FE W o �o j Z �, 6 L a Q a' W w 0)_ I ..I�Q � ,- 0 s� o "'19. 61 '61 S wq ), 9-1,40 1)9 4 PpE BREPK `v P\�GR 8p0CL LS, I z� S� P' gk2g23 F �. R3 • "' Sip'. 91r2823 SIN. /k�0 \ SAP. 2 \. 356 1 1 I I 1 352" f KS1:1 35( 35d 34f 344 34( QUEBEC AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL O 154 Lo $ Id �� (0D 10 II 0 HOLYOKE DRIVE N SEE SHEET 10 04/7,7/1 CURVE TABLE ^ N OD O CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 92.01' 46.13' 10'32'36" 2 500.00' 92.01' 46.13' 10'32'37" 3 42.00' 98.53' 99.95' 134'24'55" 4 42.00' 197.06' 42.87' 268.49'50" 5 35.00' 27.13' 14.29' 4424'55" 6 20.00' 31.42' 20.00' 90100'00" 7 520.00' 95.69' 47.98' 10'32'36" 8 480.00' 88.33' 44.29' 10'32'36" 9 480.00' 28.85' 1 14.43' 03-26'38- 3'26'38" 10+00 11+00 12+00 igitell1 14+00 15+00 16+00 17+00 18+00 19+00 LEGEND ^ N OD O co � N uj oD It, • toto i- NOTES: NOTES: mQco ABBREVIATIONS Rl l M - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND M FLOWLINE M M 11) O M z ULLJ STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE M Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O2 M 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - ELEV BCR ELEVATION BEGIN CURB RETURN J - ONE WAY - SIGNAL AHEAD » » -t""- STOP AHEAD R5-1 - DO NOT ENTER J -I CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL :2 > J IR ECR END CURB RETURN j J W "W3 "R26(CA)" - NO PARKING WI4-1 - NOT A THROUGH STREET "W14-2" Ic $ 3 O UNITS STANDARD PLAN RSP A88A CASE A. 0.40 AGGREGATE BASE OVER 0.80 COMPACTED > > PCC POINT OF COMPOUND CURVATURE > (p $ > O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB > "R81(CA) - BIKE LANE Wi-7" - DOUBLE ARROW �5 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 TP TOP OF PAVEMENT » R7-9 - NO PARKING/BIKE LANE WI -6 - SINGLE ARROW 0 W Lu SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY W "B" o OF VERTICAL CURVE W J STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q1 CURVE NUMBER FOR CURVE DESCRIPTION •M ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. W R/W RIGHT-OF-WAY W W L0M W a OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED � F -- W EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION W CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY �i FURNISH & INSTALL SUR Y MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE _I W COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND U PER C.O.B. STD. ST -9. O Lu EXISTING SURVEY MONUMENT W ui CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. pp Lo CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS W M Lj 4. Wju FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS Q 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 METRO li - s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS ;> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS li AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. LL:J W T LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® t SEWER MANHOLE -REFER SEWER &STORM DRAIN PIANS. Z DEFT • J W L.� W J $ M J $ J W $ J Z J> W V- STANDARD SPECIFICATION 8010-21C-19. J PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. - D FURNISH & INSTALL STRE T LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LL w cn N M "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN c0 tT SECTION DESIGNATION t0 -•� - - -� TRACT BOUNDARY AHEAD " O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. M J U- TER T LZ Ih -I li L JI M IS TO GO FROM FLOWLINE TO FLOWLINE. W Lt. l.i EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 wCN N C5 NN PER C.O.B. STD. ST -4. N tM N NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 Q IM W ` u- M WITH (T) SHALL BE STRIPING TAPE (SSP) OR IMA J J V) m� J W Ncc N IAJJ O+ C) O Lo m • W W N W W 00 Iy N 00 ^cy C6 F 1 4- =+ } lf a a 04APPR XIMATE EXISTING 7i -APPROXIMATE EXISTING N N -- _ U) Li �¢ EnU �'N La � I- a GROUND CENTERLINE d D®CEN RUNE cv a" o w a CU - -- i1i IV) w m wN IQ - wN v ---------------- LL F ILL. irl cl- A =0.25% - S=0.25 ° S=-0. 9% 1 o S=-0. _- ° =0.25% \_PR(P0qFr) - co LN Lon. rn In Z; to qUIT14 PR OSED NORTH FLO INE Lo u' PR POSED N RTH �$ Lo FLOWLINE w) $ $ fiLl E M M M FLONVLINE M M M M M M W W > W W LL W W W J W J W W d d Q Q 4 4 4 d d d $ $ N $ p.� M 10+00 11+00 12+00 igitell1 14+00 15+00 16+00 17+00 18+00 19+00 10+00 iffloill 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 352 irN 344 352 348 344 340 20+00 I 30' 35 5 1 � 34 F �o�px Sin 33 0 o� �9 LEGEND ^ N OD O co � N uj oD It, • toto i- NOTES: NOTES: mQco ABBREVIATIONS Rl l M - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE M "R1-1" - STOP "W1-1" - CURVE ARROW M O z ULLJ STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE M Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O2 M 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - ELEV BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION - ONE WAY - SIGNAL AHEAD » » -t""- STOP AHEAD R5-1 - DO NOT ENTER FURNISH &INSTALL IRRIGATION CONDUIT co CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL :2 > J IR ECR END CURB RETURN j J W "W3 "R26(CA)" - NO PARKING WI4-1 - NOT A THROUGH STREET "W14-2" Ic FURNISH & INSTALL INTERCONNECT CONDUIT 3 O UNITS STANDARD PLAN RSP A88A CASE A. 0.40 AGGREGATE BASE OVER 0.80 COMPACTED M > PCC POINT OF COMPOUND CURVATURE > N.- O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB > "R81(CA) - BIKE LANE Wi-7" - DOUBLE ARROW �5 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 TP TOP OF PAVEMENT » R7-9 - NO PARKING/BIKE LANE WI -6 - SINGLE ARROW 0 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE o SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY W "B" o OF VERTICAL CURVE W J STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q1 CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY W M a OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED � F -- W EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION W CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY �i FURNISH & INSTALL SUR Y MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND U PER C.O.B. STD. ST -9. GUTTER LIP TO A DEPTH OF 12".00 EXISTING SURVEY MONUMENT � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. ui CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS J 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' 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 Q 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 METRO STREET NAME SIGN PER C.O.B. STD. T-1. - s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS ;> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS Li AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. LL:J W T LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® t SEWER MANHOLE -REFER SEWER &STORM DRAIN PIANS. �J DEFT Z Z L.� W J $ M $ M J W L' ORARIGIiTrn'ASI APPLICABLE g O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. - D FURNISH & INSTALL STRE T LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LL w cn N gop "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN M ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION t0 -•� - - -� TRACT BOUNDARY AHEAD " O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. M J U- TER T UNIT BOUNDARY -I li L JI IS TO GO FROM FLOWLINE TO FLOWLINE. , l.i EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 wCN N C5 PER C.O.B. STD. ST -4. N N NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 .p M WITH (T) SHALL BE STRIPING TAPE (SSP) OR MW la O N IAJJ O Lo N u)W� M W Mw W 00 ^cy C6 F 1 4- } lf a -< w -APPROXIMATE EXISTING N -- N•v~i �'N La � ow GROU D®CEN RUNE :�a_' ------ i1i IV) w m wN IQ - wN ---------------- LL F cl- A =0.25% ° S=O. 1 o S=-0. 17. \_PR(P0qFr) rn In Z; qUIT14 FLO INE Lo u' 1" M ui FLOWLINE M M M W W > W W LL d d Q Q 10+00 iffloill 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 352 irN 344 352 348 344 340 20+00 I 30' 35 5 1 � 34 F �o�px Sin 33 0 o� �9 ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. Def %27/1 k V N rT 4-!g o>J L�1 uNti 3 0��-�' 0) O M M a d O Of 00 Z I w Q `r w U 00 T �WW c0 O (n i N elf w Y co W w a 0 LEGEND LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: mQco ABBREVIATIONS Rl l FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 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 "R1-1" - STOP "W1-1" - CURVE ARROW z ULLJ STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT W31 CA " - END » ( ) "R6-1" "W3-3" Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - ELEV BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION - ONE WAY - SIGNAL AHEAD » » -t""- STOP AHEAD R5-1 - DO NOT ENTER FURNISH &INSTALL IRRIGATION CONDUIT co CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL :2 PAVEMENT TO BE 0.30 TYPE B A.C. OVER IR ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE V "W3 "R26(CA)" - NO PARKING WI4-1 - NOT A THROUGH STREET "W14-2" Ic FURNISH & INSTALL INTERCONNECT CONDUIT 3 O 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 - NO OUTLET T83 TRIS O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB Ln "R81(CA) - BIKE LANE Wi-7" - DOUBLE ARROW �5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O 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 0 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE o SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY � "B" o OF VERTICAL CURVE FC FINISH CONCRETE � STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q1 CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY 0 a OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED � F -- -- EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O 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 �i FURNISH & INSTALL SUR Y MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND U PER C.O.B. STD. ST -9. GUTTER LIP TO A DEPTH OF 12".00 EXISTING SURVEY MONUMENT � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS J 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' 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 Q 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 METRO STREET NAME SIGN PER C.O.B. STD. T-1. - s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS ;> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -O- FURNISH & INSTALL STR T LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® t SEWER MANHOLE -REFER SEWER &STORM DRAIN PIANS. �J DEFT PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ORARIGIiTrn'ASI APPLICABLE g O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. - D FURNISH & INSTALL STRE T LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. w cn N gop "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION -•� - - -� TRACT BOUNDARY AHEAD " O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE SECTION TER T UNIT BOUNDARY AHEAD MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. , EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 wCN N C5 PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN a < 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 OWN 0 M WITH (T) SHALL BE STRIPING TAPE (SSP) OR ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. Def %27/1 k V N rT 4-!g o>J L�1 uNti 3 0��-�' 0) O M M a d O Of 00 Z I w Q `r w U 00 T �WW c0 O (n i N elf w Y co W w a 0 Z a mQco Z O Lo m z ULLJ W W Z Oa z w co :2 h x � V Z t- M ~ W U O Ln ti Y � o W 0 o � o w :]-- J Of Of a U 0 a � F -- F Ql U Z J m Q O � U > Lu Lu o w cn N w w 0 0 wCN N C5 a < o 0 M O Z a Z O m z ULLJ W W Z Oa W Q h x � V W t- Lij m ~ W U cy ti � o 0 o � o J a 0 a F.L. FLOWUNE G.L CE:NTERUNE ELEV ELEVATION BCR BEGIN CURB ECR END CURB RE BC BEGIN CURVE EC END CURVE PI VC POINT OF INT OF VERTICAL F.O.C. FACE OF CUF Q FURNISH & 0 @ EXISTING SUR FURNISH & It FURNISH & ID --C:>- FURNISH & It -o- FURNISH & ID INSTALL " ASHE ROAD Q a SEE SHEET 14 + z zoi 25' r =o o = ( }0' 165' TO ANY 3d' 13+00 I v a 4 a rr. 55' 1 19+00 20+00 � W) 48' ! 1 l o (j Li �o c3 r- Lu :r ° �' a ZN 1 Iv 00 oul a¢ 0 f� IN ++! coir II a 1 I� QNI o 1 O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. 1 ii l 9 N' I INSTALL Wi-6(R) WITH 1 I I I U8 M1-3 MARKER I (FUTURE) I 1 I S8 +2'47"E RIGHTS OF THE PUBLIC A I EXISTING STRIPING AND MARKINGS, TYPICAL i TO ANY PORTION OF THE LAND 13+00 v LYING W1 IN THE AREA ' I ! 19+00 20+00 I m d COMMONLY KNOWN AS ASEI ROAD STD. I 0 zo (COUNTY ROAD No. 199). { NOTES: ALL PERMANENT STRIPING &PAVEMENT MARKINGS WTH (� sHALL BE STRIPING TAPE (SSP) OR WI TERBOURA PAINT. ALL OTHER STRIPING AND I ! 5 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ { O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. PROPOSED MEDIAN CURB I CURVE I "R1-1" - STOP "W1-1" - CURVE ARROW ST STANDARD SPECIFICATION 8010-21C-19 30'.! STORM DRAIN PLANS FOR DETAILS. 30' I CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT I I CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 65' MCKEE ROAD &MOUNTAIN RIDGE ROAD - EVC END VERTICALCURVE RN PI POINT OF IN RSECTION -ONE WAY -SIGNAL AHEAD » R5-1 - DO NOT ENTER W3-1 IR ASHE ROAD SEE SHEET 14 356 352 348 344 340 336 356 352 348 344 340 CURVE TABLE - - CURVE RADIUS LENGTH TANGENT DELTA J J n it 1 30.00' 46.85' 29.72 89'2914" O ~ a 1 0 2 30.00' 47.40' 30.28' 90'31'46" 0i C6 o o o o 3 20.00' 31.42' 20.00' 90'00'00" N J N O SELMA STREET p o o V M UM �) IQ a o SEE SHEET 9 o =a `" M> I Il J COASTAL LANE c9 o_ N w n c3 LL �" 30' 3d `� 1 r- v( z w I I I I I I S30 SHEET 01 v� ao in O O rj �� J � J J i JJ 1 2 V++ J i i i 1 i 1 1 '"� 12 tr 20' 20' _j LO in 20' i 20' + (�. U LL U I.L -J I -1 U U I J �!% to rn W J J J J -j J J ,� C> n n 1 5' L ¢ `- i 1 1 I I 1 I I � i + �n 5' O ++ tnm If ern �. O n m ri�i�o 0o U W O O rn 1 I m rn a. F M to O O li W <t N N --- cs z< ori rri w rri rri rn U u i o x++ v> n n a, o� M M M rn 5' N ca Z OIC w F- ao ao r co co o w rn rn M U J unci d- o rM-i co ano 29 I 3a 31 $ L 33 34 35 36 37 38 1 w(J'WH M }•-M �-� � o�77¢N �� -4 } �� �� ��; ��� �0 39 �N 40 aQ U to a a + + + + ¢ ¢ d + + W ¢ Ln r ¢ rn ¢ o N ¢ r7 Q' ¢ m ¢ m M ¢ rn : ¢ 06 ¢ o U F- F w z W NN �� d' n W r7 fw- U Q¢�� W W V W+'01 W W ^ W a0 W O3 W p+j W O m NCn Q U U f -H � m NN > +1 > f MN i+ ¢ ��ow +I ±I +I ±I +1 ±I +I ±I QQ to W IO ¢Q Z QQ NlAZO > > > > > > > > r- > N w 1� �p c x Q� ��Q Q� Q � Q Q� Q x Qcr Q� 13 m�� rz w�� o¢��oQ NN�� o¢�aQ __ ~1_ __o¢�oQ_ __ _ Q~l�Q__ _~I oQ�o��oQ rp. / t0 \ ~ Cn < N V1 F'" to ~ N Cn to Cn N N ~ O 2 m� R/W - - ( - - c� � c� u 2 R/W c4 N c_ c� U, c_ 2 R/W c� N c.� - - c4 N c�L(nz �' N _ R/W co z N I 3 I 3-r 3 I INTERSECTION 1 3 STA 20+95.37 C.L. THORTON AVE: 0 18" DRAIN 2+00 6" SEWER 1 18" DRAIN 8" SEWER Lo oM oN 1 1 ;r, rn rn o O STA 12+90.00 C.L, COASTAL LN. 11 +00 �- s s s s s s 8" SEWER s s I 1 891D2 47"E� 169.82 _ _ _ r ;r, o 24" DRAIN 24" DRAIN 13+00 1 Z4" DRAIN +00 S89'02'47"E 15+00 p b 1 16+00 17+00 18+00 19+00 20+00 I 700.00' rl) r13 � 2cl 3 18" D IN 3 3 I 3 _ _ _ 3 I - J -�- -- -- J -- J - 3 3 -- J J -- - � - J _- - -- J J-- -- - J - � - - � - ` � M z I II i, 2 �R/W �, W J J Z �R/W LL ti �R/W t, 2 _j � \ ¢ u If _z r w a ao 0 m t' 0 m °M° ago II ¢ I � 14 m w � �` m '� m Q N m �` m c` m `` co `` ap ~ W, j o W w w Ce M 0D co ro ao M M o0 ,'� ao M ao M a0 M N M>_ of O N rn F- O n O "n >_ M >- pi r'> >•- M of M of M ?- - M of M >- of p r O r o ¢ o io¢ co to ¢ ¢ r- Hoa o o C"> -4- 'n o 0 0.* ¢ o0 lo¢ 16 ¢ c� lo¢ Ln 1 ¢ CD 16¢ m to ¢ o lo¢ rn Io¢ o o Qo t) 0 3 + Lo 3- + H 3 + rn� + + O r O a o M 3 + o� + n 3 + 3 # + Ln 3 + N3 +rn+O N > I+ -Cif !CN + zN w N i-Fw M- N d O N p N N N W I+W rn I+ w co !--t3"+ +w '0 I w n !C531: +w n 1+ w rn I.}.w rn (+w o N¢'.' .. N O > N>_ Ih> O 1 Z i _ r7> > Lo L' > �> > .- n> R > m2: .- C)> N 16~Q D¢ D ¢O J CV J� Z JJ W D¢ D¢ D¢ D¢ D¢ D¢ 1 V O¢ O¢ 1 d¢ v JN + �^ � � 27 ¢ 0 26 ~ �� ~Z J WW ��_ �� 23 (� 22 �- 21 2Q � 19 �� !- ��- 5'-T3'0'1---- a v� 5' ci�w ¢ L ¢ ¢ a ¢ ¢ f- c5� C+ F-C-i� N N N� cnZ MMW U Z MMW C-0 N NC N C� N rn� N Z� N Ln (n N �' En En U) c N N 00� _jICC o d d 1 1 __ I �n �p,p �, 30' 30' M M Q I 1 I i I 1 I 1 M M 30'I I �� 28 1 1 JJ 1 25 m M�-io MM 2d' 2d' r�,r'ni m +`I` -'O 24. I 1 I 1 I 1 1 ( �� 2d' 2d' 1 5 Lu #+ z CicS x ++�+-w rci'tsi i ++x +++`� i �{ + i r. U N 00 p rA0 U MM-�W tern dd H ��QW UNT NN p ►- ¢ + + CABOT WAY COASTAL LANE d a W N o U a SEE SHEET 11 � a a U Q Q o a SEE SHEET 11 u NN N ++ 1a -•SOW �' W NN I---F-OW U w C40 (nll)m ] Ci ¢¢ tnEnZO m inv) m V)V) z NN THORTON AVENUE 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+00 356 352 348 344 340 336 SECTION LETTER 336 IS TO GO OM LOWLINE TO LOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE `_ EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 END: LEGEND: (CONT. STD. LEGEND: (CONT.) CONDITIONS BE CHANGED, A REVISED STRIPING PLAN CONSTRUCTION NOTES: NOTES: ALL PERMANENT STRIPING &PAVEMENT MARKINGS WTH (� sHALL BE STRIPING TAPE (SSP) OR WI TERBOURA PAINT. ALL OTHER STRIPING AND R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ . O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND POVC POINT ON VERTICAL CURVE n "R1-1" - STOP "W1-1" - CURVE ARROW ST STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS STORM DRAIN PLANS FOR DETAILS. BVC BEGIN VERTIC CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. MCKEE ROAD &MOUNTAIN RIDGE ROAD - EVC END VERTICALCURVE RN PI POINT OF IN RSECTION -ONE WAY -SIGNAL AHEAD » R5-1 - DO NOT ENTER W3-1 IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30 TYPE B A.C. OVER J PRC POINT OF RDERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET tc FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED PCC POINT OF CO POUND CURVATURE *R3-5R*p TURN ONLY "W14-2" - NO OUTLET "W1-7" to N O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TC TOP OF CUR -RIGHT R81(CA) BIKE LANE - DOUBLE ARROW "R7-9 l6 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. CTION TP TOP OF PA ENT - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE U JE FC FINISH CONC TE � CURVE NUMBER FOR CURVE 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. R/W RIGHT -OF -W Y M STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS d ENGINEER/DESIGN ENGINEER. d '�-- - - g-- ---- M �j TAPER NUMBER FOR TAPER DESCRIPTION OO > CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. N 1 SURVEY MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. GUTTER LIP TO A DEPTH OF 12". "B" MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. > W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS M MDo 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 1 STREET NAME SIGN PER C.O.8 M s SEWER - REFER TO SEWER & STORM DRAIN PLANS M w BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE co C.O.B. STD. T-1. - S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANSr, > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS O AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. 1 STREET UGHT-5800 LUMEN P R C.O.B. STD. ST -14. G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW 4 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 1 STREET LIGHT -9500 LUMEN P R C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE W CR STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. of OP "STOP" MARKING PER CAL -TRANS STANDARDS Z INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. p0 GNATION: a0 M "AHEAD" O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE AHEAD MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE O ui W W Z J N , an,W Od' > w- J p M N O w ¢ U a � LL: M dam' j W J W W � d ¢ � j 00 Oo d > W N�j> � O O N N > M > > w w w > M Un n CD N O Q W W >J>W V" 0 r- U- M M U- +y J M � M J> W li l>Ji w d + w + W J W uj W co t'f > W W L� > > - Uj W J J to Cl N ' En W J - U CL' O + I 00 ± W t � W �6 W to M +Liu p�0 - .� U U li �' •- i MJN i � �QW �+ J APPRXIMATEEISTING APPR (MATE E (STING _ `'' -_ - - -`'' �' d W n o: __ m W GROUND 0 CEN RUNE GROU !� CEN RUNE ----------------- - - - - _ - _ - - - - - - - - - in ut N m (n U ``' Q U m U W N H W HOW - - - - - - - - - - - - - - - - - - - - - - - _ fnZO - - - - - - - - - - - S=-0.89, S=-0.51% S -0.25% S=-.51% S=-.869; 5=0. % S=O. 25% S=-0.30%Ll S=O. 1% S= -O. 1% _ S -0.25% 000 CR O h 1POSED N RTH toP OPOSED NORTH M M M M FLO NUNIE rn POSED SOUTH CD FLOWUNE PROP > > W W > > W ¢ FLOW W J W W >o W la�l J W M- M M M d 4 d + } �+-� W iW W W W >> » eh N as 4 4 4 4 4 W J J J LL_jJ M d �} N N N w as as LL M P9 M el N N ----------- 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 356 352 348 344 340 336 FR F F SECTION LETTER 336 IS TO GO OM LOWLINE TO LOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE `_ EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 END: LEGEND: (CONT. STD. LEGEND: (CONT.) CONDITIONS BE CHANGED, A REVISED STRIPING PLAN CONSTRUCTION NOTES: NOTES: ALL PERMANENT STRIPING &PAVEMENT MARKINGS WTH (� sHALL BE STRIPING TAPE (SSP) OR WI TERBOURA PAINT. ALL OTHER STRIPING AND R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ . O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND POVC POINT ON VERTICAL CURVE n "R1-1" - STOP "W1-1" - CURVE ARROW ST STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS STORM DRAIN PLANS FOR DETAILS. BVC BEGIN VERTIC CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. MCKEE ROAD &MOUNTAIN RIDGE ROAD - EVC END VERTICALCURVE RN PI POINT OF IN RSECTION -ONE WAY -SIGNAL AHEAD » R5-1 - DO NOT ENTER W3-1 IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30 TYPE B A.C. OVER J PRC POINT OF RDERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET tc FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED PCC POINT OF CO POUND CURVATURE *R3-5R*p TURN ONLY "W14-2" - NO OUTLET "W1-7" M N O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TC TOP OF CUR -RIGHT R81(CA) BIKE LANE - DOUBLE ARROW "R7-9 l6 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. CTION TP TOP OF PA ENT - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE U JE FC FINISH CONC TE � CURVE NUMBER FOR CURVE 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. R/W RIGHT -OF -W Y M STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED '�-- - - g-- ---- - EXISTING STORM DRAIN =REFER TO SEWER &STORM DRAIN PLANS �j TAPER NUMBER FOR TAPER DESCRIPTION OO > CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. N 1 SURVEY MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. GUTTER LIP TO A DEPTH OF 12". "B" MONUMENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS MDo 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 1 STREET NAME SIGN PER C.O.8 STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) w BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 1 METRO STREET NAME SIGN P C.O.B. STD. T-1. - S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANSr, > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS O AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. 1 STREET UGHT-5800 LUMEN P R C.O.B. STD. ST -14. G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW 4 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 1 STREET LIGHT -9500 LUMEN P R C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE W STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. of OP "STOP" MARKING PER CAL -TRANS STANDARDS Z INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. p0 GNATION: �- - - - - - -� TRACT BOUNDARY M "AHEAD" O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE AHEAD MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE N W Z N N Od' > w- J m N O w ¢ U a � M j W J � d ¢ � j 00 Oo W N�j> � O O N N > 00 W > w w w > Un n CD N O Q W M >J>W 0 r- +y J M � M J LL: li l>Ji w d + w J W co W POW L� > > M .M -'i' li Cl O O+yO � W W to M +Liu - .� U MJN i t �QW APPRXIMATEEISTING _ `'' W n __ m GROUND 0 CEN RUNE ----------------- -- -- IN in D: Q U CJ CU Q H W - - - - - S=-0.89, 5=0. % S=-0.30%Ll S=O. 1% S= -O. 1% _ 000 CR O rn POSED SOUTH CD PROP SED SOUTH ¢ FLOW NE >o la�l > M- M M M + } W iW W >> » as d W J J J LL_jJ d N N w as as LL P9 el N N FR F F SECTION LETTER 336 IS TO GO OM LOWLINE TO LOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE `_ EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 END: LEGEND: (CONT. STD. LEGEND: (CONT.) CONDITIONS BE CHANGED, A REVISED STRIPING PLAN CONSTRUCTION NOTES: NOTES: ALL PERMANENT STRIPING &PAVEMENT MARKINGS WTH (� sHALL BE STRIPING TAPE (SSP) OR WI TERBOURA PAINT. ALL OTHER STRIPING AND R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND POVC POINT ON VERTICAL CURVE STD. "R1-1" - STOP "W1-1" - CURVE ARROW ST STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS STORM DRAIN PLANS FOR DETAILS. BVC BEGIN VERTIC CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. MCKEE ROAD &MOUNTAIN RIDGE ROAD - EVC END VERTICALCURVE RN PI POINT OF IN RSECTION -ONE WAY -SIGNAL AHEAD » R5-1 - DO NOT ENTER W3-1 IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30 TYPE B A.C. OVER J PRC POINT OF RDERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET tc FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED PCC POINT OF CO POUND CURVATURE *R3-5R*p TURN ONLY "W14-2" - NO OUTLET "W1-7" !�3 1-5 N O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TC TOP OF CUR -RIGHT R81(CA) BIKE LANE - DOUBLE ARROW "R7-9 l6 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. CTION TP TOP OF PA ENT - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE U JE FC FINISH CONC TE � CURVE NUMBER FOR CURVE 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. R/W RIGHT -OF -W Y -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED '�-- - - g-- ---- - EXISTING STORM DRAIN =REFER TO SEWER &STORM DRAIN PLANS �j TAPER NUMBER FOR TAPER DESCRIPTION Ll > CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 1 SURVEY MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. GUTTER LIP TO A DEPTH OF 12". "B" 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 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 1 STREET NAME SIGN PER C.O.8 STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) w BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 1 METRO STREET NAME SIGN P C.O.B. STD. T-1. - S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANSr, > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS O AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. 1 STREET UGHT-5800 LUMEN P R C.O.B. STD. ST -14. G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW 4 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 1 STREET LIGHT -9500 LUMEN P R C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE 8 STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. of OP "STOP" MARKING PER CAL -TRANS STANDARDS Z INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. GNATION: �- - - - - - -� TRACT BOUNDARY "AHEAD" O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE AHEAD MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE 356 352 348 344 340 A REVISION APPROVED I oaf/z-7/!� 9 04 - Q3-/� ILA mi � 3 C) l � "0�-4'x•3 DATE R.C.E-33322 EXP. 06/30/08 REVISION ` APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 0 M M �0`j D a O z 00 O 't Z LL- I Q J W UM w00 o� �w0 N �- N a w Y Q m 0 r- 0 O O O zz W m �- O o m w m m o w U S � U a w Q 0 SECTION LETTER - - - - UNIT BOUNDARY IS TO GO OM LOWLINE TO LOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE `_ 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 - cnoN Is sllowN ALL PERMANENT STRIPING &PAVEMENT MARKINGS WTH (� sHALL BE STRIPING TAPE (SSP) OR WI TERBOURA PAINT. ALL OTHER STRIPING AND 11 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS PER C.O.B. STD. ST -2 (REVISED 6-2-99). ST STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS U OTHERWISE INDICATED. 356 352 348 344 340 A REVISION APPROVED I oaf/z-7/!� 9 04 - Q3-/� ILA mi � 3 C) l � "0�-4'x•3 DATE R.C.E-33322 EXP. 06/30/08 REVISION ` APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 0 M M �0`j D a O z 00 O 't Z LL- I Q J W UM w00 o� �w0 N �- N a w Y Q m 0 r- 0 O O O zz W m �- O o m w m m o w U S � U a w Q 0 z e w w p W Luv o 10 W _ c Q w Z x O Lu F r W V e m Z V 1!- maN� 0 U F_ N Z O U FQ wLl Ll Z do O_ v w � Y O U Lzi 4 W = p of U Z tl7 Z N N w- J m N O w ¢ U a � j W Z � d ¢ � O O N N > > > w w w Un n CD N O Q W 0 000 M � d z e w w p W Luv o 10 W _ c Q w Z x O Lu F r W V e m Z V 1!- 360 356 352 348 344 340 B.C. STA. 9-180.00 C.L., 100.40LT.= STA. 8-175.30 F.L. 16 P.R.C. TA. 9+ 7.35 C.L., 87.05LT.= S STA. 8+ 9.00 F.L. �} S. 9+21.87 TAF.L. I n (BURN WAYLo z __E RIGHT Lo 11 r 30' ( it Lr z N II If O Q H t= H CD UNIT M HOLYOKE DRIVE 20' ,cW cl o 0 0 1 00 0 0 o w o co `'o o o SEE SHEET 10 I"' m l o N ,"� j ( ( 1 N N I 30' 1 1 30' OO UIL J IJ J IJ JZ UU IJz UL.LJw J IJ J IJ J IJ J IJ J IJ J r U JI UIL J ULA ZOn 2O' �s%9 �� \♦ r w - I Oo o Oo N Oow 32 o >- 00 00 5' 1 � s In fkf QQ �� 34 (� C)~ o0 33 IoM Q �� 31 �� 30 �� 29 �� 28 �� �27Q 1 Q� ' '° X 0 0 0 o U o0 om Lci o o "i o o LA LO O o 0 5' n .n r ca iri r cci �ci r 4 N o L6 v d� w r� � r� ri r co ui r� Lri r cb ri r z co z co co r M r7 I O O O m NN �� 0 0 0 0 0 0 0 0 0 0 o x 0 =" 0 00 °�° to � `n 1'� � °' NM I�cz� NN_jV) � rn I� � "� I°° � 1`n IN Imo' c+o cOjO �� 0O �� W I 000 y L7 O i M W + w+ + W + +1 'F" H Q w w+ �- w t + w+ + w + t w+ t w -H m "� } m w+ 1+') O O 35 > Ir > I� > Z INQ �� > N Ir? > IM > I� > i� > IF' > c > � z 0C'{ ` dd dd �� dd�a o o o ~ d �'- ad a aQ Q r, -- �a Q od doa ►-L- Q F -t -ow oQ dod d oQ Qod d oa Qod zh azt-F- oa �~� o ;nom i--- �'!y \ Lei t i v~i F F F i- t� to to cn to z o F- i- F- �' R i- i- F- F- oto to to m to to m Z 1 5' c� to cn r- R/yy - 2 c� cn - cn c� cn - - - cn - - c� �cn c� cn - - �cn c� cn cn c� cn- - /w- cn 2 -cam cn I cn c� v) cn c� U) F G - - -1_ - - ) I 18 o0 3� 1 � � R W -I - - --- __ 30" DRAIN 1 18" DRAIN _ o _ - 1 1 _ o _ ® I , 39 s� 17 / D--- _ _ `n+ 0 18 DRAIN 7 "' M CD N I 1 JF�Pyo/ S89'02'47"E 8 S WEIR 210.00 - } S89'02'47"E - �- - „-s - ^ - - s - - +- - s 60.00' s q INTERSECTION 15+00 16+00 17+0 0 _ / \ 12+00 13+00 0 14+00 _ � 6' 2 8 SEWS ;n o N 8 SEWER �0. BIDDEFORD - Cx i'F� 1 1 4 4 1 "' 1 1 o N 4 1 STA. 13+66.207 C.L. HOLYOKE DR.T `�Py`L`� -- -- 14. 3 I 3 -- - - 3 -_J 2 W z R/W J 2 J-- J J R/W 2 J J W o w p W r� Q p w J i J u: Q N J t� J LZ I J w J II LZ 11 = II o R/W w^ o o w o o i,� o �` o , �` o �` o F M I 1 Of C) ,oro o V) C) o o ,0 0 0 0 to o l0 0 0 0 0 o o r o r Tor o > o r o r o o r o m 1 i oZ !� �n ro 0 1 Qd o 00 o Qco ¢`fl QC Q`fl 1 a� Q`� o Q� O I N 38 C>+ �0�, �1� +00 � ��� + � 19 O� !� CV Q N O w + N N W+ W+ 00 W+ W+ N W i- O W+ c0 N W +' N I Z , + > `- N + r7 + d + + + CO + c0 18 _o JJ �� Q 20 5' S JJ 21 o Q �� 22 o Q M o Q 23 1 24 o Q 0 25 i`n 26 0 0 2 J J I 5, mS' /. Cis o Q ULA Q f vL� v� > Q r- (Q iQ L- a rQ IQ F- Q v� cis �- 0 0 1 c-- c� cn o O 30' 30' o Cl c cn I r- cn 1 F- c� cn F c� cn I r mo c d �r iN o0 00 1�' to cn I� c� cn c to I,__ '3 oo 00 30' 30' IG "i 356 352 348 344 Boa CURVE TABLE C) r- I� co co STA. 18+06.49 C.L. SAMUELSON ST. CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 13.70 6.94' 22'25'35" 2 84.00' 197.70' 202.06' 134'51'11" 3 35.00' 54.98' 35.00' 90'00'00" 4 20.00' 31.42' 20.00' 90'00'00" CD UNIT M HOLYOKE DRIVE 20' ,cW cl o 0 0 1 00 0 0 o w o co `'o o o SEE SHEET 10 I"' m l o N ,"� j ( ( 1 N N I 30' 1 1 30' OO UIL J IJ J IJ JZ UU IJz UL.LJw J IJ J IJ J IJ J IJ J IJ J r U JI UIL J ULA ZOn 2O' �s%9 �� \♦ r w - I Oo o Oo N Oow 32 o >- 00 00 5' 1 � s In fkf QQ �� 34 (� C)~ o0 33 IoM Q �� 31 �� 30 �� 29 �� 28 �� �27Q 1 Q� ' '° X 0 0 0 o U o0 om Lci o o "i o o LA LO O o 0 5' n .n r ca iri r cci �ci r 4 N o L6 v d� w r� � r� ri r co ui r� Lri r cb ri r z co z co co r M r7 I O O O m NN �� 0 0 0 0 0 0 0 0 0 0 o x 0 =" 0 00 °�° to � `n 1'� � °' NM I�cz� NN_jV) � rn I� � "� I°° � 1`n IN Imo' c+o cOjO �� 0O �� W I 000 y L7 O i M W + w+ + W + +1 'F" H Q w w+ �- w t + w+ + w + t w+ t w -H m "� } m w+ 1+') O O 35 > Ir > I� > Z INQ �� > N Ir? > IM > I� > i� > IF' > c > � z 0C'{ ` dd dd �� dd�a o o o ~ d �'- ad a aQ Q r, -- �a Q od doa ►-L- Q F -t -ow oQ dod d oQ Qod d oa Qod zh azt-F- oa �~� o ;nom i--- �'!y \ Lei t i v~i F F F i- t� to to cn to z o F- i- F- �' R i- i- F- F- oto to to m to to m Z 1 5' c� to cn r- R/yy - 2 c� cn - cn c� cn - - - cn - - c� �cn c� cn - - �cn c� cn cn c� cn- - /w- cn 2 -cam cn I cn c� v) cn c� U) F G - - -1_ - - ) I 18 o0 3� 1 � � R W -I - - --- __ 30" DRAIN 1 18" DRAIN _ o _ - 1 1 _ o _ ® I , 39 s� 17 / D--- _ _ `n+ 0 18 DRAIN 7 "' M CD N I 1 JF�Pyo/ S89'02'47"E 8 S WEIR 210.00 - } S89'02'47"E - �- - „-s - ^ - - s - - +- - s 60.00' s q INTERSECTION 15+00 16+00 17+0 0 _ / \ 12+00 13+00 0 14+00 _ � 6' 2 8 SEWS ;n o N 8 SEWER �0. BIDDEFORD - Cx i'F� 1 1 4 4 1 "' 1 1 o N 4 1 STA. 13+66.207 C.L. HOLYOKE DR.T `�Py`L`� -- -- 14. 3 I 3 -- - - 3 -_J 2 W z R/W J 2 J-- J J R/W 2 J J W o w p W r� Q p w J i J u: Q N J t� J LZ I J w J II LZ 11 = II o R/W w^ o o w o o i,� o �` o , �` o �` o F M I 1 Of C) ,oro o V) C) o o ,0 0 0 0 to o l0 0 0 0 0 o o r o r Tor o > o r o r o o r o m 1 i oZ !� �n ro 0 1 Qd o 00 o Qco ¢`fl QC Q`fl 1 a� Q`� o Q� O I N 38 C>+ �0�, �1� +00 � ��� + � 19 O� !� CV Q N O w + N N W+ W+ 00 W+ W+ N W i- O W+ c0 N W +' N I Z , + > `- N + r7 + d + + + CO + c0 18 _o JJ �� Q 20 5' S JJ 21 o Q �� 22 o Q M o Q 23 1 24 o Q 0 25 i`n 26 0 0 2 J J I 5, mS' /. Cis o Q ULA Q f vL� v� > Q r- (Q iQ L- a rQ IQ F- Q v� cis �- 0 0 1 c-- c� cn o O 30' 30' o Cl c cn I r- cn 1 F- c� cn F c� cn I r mo c d �r iN o0 00 1�' to cn I� c� cn c to I,__ '3 oo 00 30' 30' IG "i 356 352 348 344 Boa to M(>0 C) r- I� co co STA. 18+06.49 C.L. SAMUELSON ST. o0 oC> ++ •- 00 �� ++ -- i- MERCHANTS 20 20 LANE I to 00 ++ N N 1 ( i ( }Z � c`noc`�o ++ i MM ++ , 20 20 HOLYOKE DRIVE r-- -- - - - - , 30' o' � LEGEND: (CONT.) �� ++ LEGEND: CONT.,_ W � = , 1 1 9 ABBREVIATIONS OD to SEE SHEET 10 I r O U N j UJI F.L. FLOWLINE � � ^ ^ � � SEE SHEET 10 - 20' 2 ' t0 O o UNIT o �o CENTERLINE QQ U rQ-FQ- 3 m LQ-� 1 v �� McKEE ROAD &MOUNTAIN RIDGE ROAD - z �� 0 �1- d ! I w dd 5 M PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER a U) N t,_i m to to cn Ic w to to j o En to m to to PCC POINT OF COMPOUND CURVATURE BIDDEFORD STREET "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "WI ccn ccn w o Lu Lj 30' 30 EC O APPRO (MATE EX STING �3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT N SEE LEFT APPRO 20' I 0' � ,Q TP TOP OF PAVEMENT to N aUJI roj > J 0 o CU i I L 1 - - Q BIDDEFORD STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL IN 50.00 FT. 340- 10+00 11+00 12+00 13+00 iGLr Moil] 15+00 16+00 17+00 to M(>0 M STA. 18+06.49 C.L. SAMUELSON ST. O O 4 340 I to OMD VL > i to 11+00 12+00 O LEGEND: 11 LEGEND: (CONT.) LEGEND: CONT.,_ W � = , 1 Op ^ ABBREVIATIONS OD to co I ♦ W O W f\ j UJI F.L. FLOWLINE ' "Rt -1" - STOP "Wt -t" - CURVE ARROW � 1 � O t0 CO �- Lo C.L. CENTERLINE CD "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" s !b coZ co 1 J 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - Co O d EVC END VERTICAL CURVE PI POINT OF INTERSECTION d v - FURNISH & INSTALL IRRIGATION CONDUIT 5 M PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER ' M M PRC POINT OF REVERSE CURVATURE »- "R26(CA)" - NO PARKING W14-1 - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O j 5' l� O M M PCC POINT OF COMPOUND CURVATURE o M "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "WI o o w M Lu Lj 30' 30 EC O APPRO (MATE EX STING �3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT N j APPRO 20' I 0' 1 TP TOP OF PAVEMENT to N aUJI roj > J 0 o CU i I L 1 - - Q o 0 j SAMUELSON STREET ``i 3. o 'J Lu 00 /W RIGHT-OF-WAY i SEE SHEET 4 & 5 u- U j Z Z e EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS w M j J a > Q J -J STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® oMo��'• �6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND W w U w FLOW J L . -- 04 c W F Q� LU EXISTING SURVEY MONUMEN Oo Oo CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. >W c.i W W 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' AGGREGATE BASE OVER 0.50' FURNISH & INSTALL STREET W s SEWER - REFER TO SEWER & STORM DRAIN PLANS W N W JJ BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED tL . COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE � FURNISH &INSTALL METRO LOWLINE EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS aaa >:>: O O+ -! Li DENSITY PER C.O.B. STD. ST -9. COf FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ®SEWER W J Z -j W > J O w J J ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. >> LEFT OR RIGHT AS APPLICABLE O8 STANDARD SPECIFICATION 8010-21C-19. _ LLJLd< Ly >-1fIf L+- W "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. Cl SEC11ON DESIGNATION: TRACT BOUNDARY CO W 9 Li M SECTION LE Li 0 pq AHEAD MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE Lj aN 0 0 O j 'IJi of O CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS Cl - ui CD 2PER C.O.B. STD. ST -4. Q Ow® Li SHEET WHERE SECTION IS SHO M O ^ (o NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED > SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 O Z U) M W DAYS PRIOR TO PAVING. CiQ + TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND D M M J m�J �'' Cv a STANDARD SPECIFICATION 8010 -21C -t9 MARKING SHALL BE THERMOPLASTIC PER CALTRANS 0 Cl STANDARD SPECIFICATION 8010-21C-19, UNLESS o+ O + 1 H O = + uj fn W n + + O CO O+ + d a " M ro w PPROXI ATE EXIS NG , d6 : � Ci ILI U) j U - O M > APPROXIMATE EXIS ROUND CENTE LINE d SIN to L�1 �a N Nw N NZ -m w Ci ROUND CENTERLINE =�N N LJ -- -- -- -m -- - -- -- - --- - - -- - - - -- - - - -- -- LQ.5%_ S= 0.519 S=0 31% T - - - - - =-0.27 S= -n il S=-0 259 0 s=o.28 0 nri =-0.519 =0.51% \-PROPOSED -I- NORTH mm FLOWLINE ROPOSE SOUTHL i ,rM, Lr Ii tO w PR OSED SOUTH ' M M t? LOWLINE co FLOWLINE w L, W as w >> ' sF N W W 340- 10+00 11+00 12+00 13+00 iGLr Moil] 15+00 16+00 17+00 360 3556- 352 56 352 348 344 340 KS -41 116I.7.1 352 348 344 360 356 352 348 344 WASHBURN WAY 356 352 348 344 340 11+00 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SAMUELSON STREET SEE SHEET 4 ' 30' 30' 1 20' 20' 1 5' I Lu 1 1 w < i 4J9 t" N o ( 1 L io CD o m M _ 0 3 l0 1 _Ale INTERSECTION STA. 13+00.00 C.L, WASHBURN WY.= I to M(>0 STA. 18+06.49 C.L. SAMUELSON ST. J 4 340 I to OMD N > i to 11+00 12+00 O LEGEND: 11 LEGEND: (CONT.) LEGEND: CONT.,_ W � = , 1 ABBREVIATIONS W W co I ♦ W O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. f\ j UJI F.L. FLOWLINE ' "Rt -1" - STOP "Wt -t" - CURVE ARROW � 1 � O t0 CO �- Lo C.L. CENTERLINE CD "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" s !b coZ co 1 J 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - Co O d EVC END VERTICAL CURVE PI POINT OF INTERSECTION - ONE WAY - SIGNAL AHEAD _ " STOP AHEAD R5-1 - DO NOT ENTER pW3-1 v - FURNISH & INSTALL IRRIGATION CONDUIT 5 M PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER ' M M PRC POINT OF REVERSE CURVATURE »- "R26(CA)" - NO PARKING W14-1 - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O j 5' l� O M M PCC POINT OF COMPOUND CURVATURE o M "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "WI o o w M Lu Lj 30' 30 EC O APPRO (MATE EX STING �3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT N 1 APPRO 20' I 0' 1 TP TOP OF PAVEMENT to N R7-9 - NO PARKING/BIKE LANE "W1-6" -SINGLE ARROW 4c J 0 o CU i I L 1 - - Q - o 0 j SAMUELSON STREET ``i 3. o z 00 /W RIGHT-OF-WAY U SEE SHEET 4 & 5 i U Z Z e EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O ( j J a > Q J -J STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® oMo��'• �6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND W w U ►� 00 FLOW J 1 c W F Q� LU EXISTING SURVEY MONUMEN Oo Oo CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. >W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS W 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' AGGREGATE BASE OVER 0.50' FURNISH & INSTALL STREET W s SEWER - REFER TO SEWER & STORM DRAIN PLANS W N W JJ BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED tL . COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH &INSTALL METRO LOWLINE s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS aaa >:>: J -! DENSITY PER C.O.B. STD. ST -9. COf FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ®SEWER W J CAL -TRANS TYPE IV ARROW W J J ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. >> LEFT OR RIGHT AS APPLICABLE O8 STANDARD SPECIFICATION 8010-21C-19. _ LLJLd< - L,L M W W "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SEC11ON DESIGNATION: TRACT BOUNDARY CO W 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE M SECTION LE Li 0 pq AHEAD MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE Lj aN 0 EXISTING STRIPING AND MARKINGS, TYPICAL 'IJi of O CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS Cl 0 cn 2PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION IS SHO M O ^ (o NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED > SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 O 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 D M M J Lo n lA tb STANDARD SPECIFICATION 8010 -21C -t9 MARKING SHALL BE THERMOPLASTIC PER CALTRANS 0 Cl STANDARD SPECIFICATION 8010-21C-19, UNLESS O OTHERWISE INDICATED. Z co W n + + O+ + + p , d6 APPROXIMATE EXIS NG d _ m �a N Nw N U Ci ROUND CENTERLINE =�N N LJ c6 ta.i L,..i to T - - - - - S= -n il S=-0 259 s=o.28 =-0.519 =0.51% mm ROPOSE SOUTHL i ,rM, Lr Ii tO PR OSED SOUTH ' M M LOWLINE co FLOWLINE w w >> W W LL � J' Q 4 W W W W d N N •Q• N � 360 3556- 352 56 352 348 344 340 KS -41 116I.7.1 352 348 344 360 356 352 348 344 WASHBURN WAY 356 352 348 344 340 11+00 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SAMUELSON STREET SEE SHEET 4 ' 30' 30' 1 20' 20' 1 5' I Lu 1 1 w < i 4J9 t" N o ( 1 L io CD o m M _ 0 3 l0 1 _Ale INTERSECTION STA. 13+00.00 C.L, WASHBURN WY.= I (m N 12+00 360 356 352 348 344 340 13+00 M STA. 18+06.49 C.L. SAMUELSON ST. J 4 340 I (A M N > i 3 11+00 12+00 O LEGEND: 11 LEGEND: (CONT.) LEGEND: CONT.,_ W � = , 1 ABBREVIATIONS W W FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: I ♦ W N Q CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. J j UJI F.L. FLOWLINE ' "Rt -1" - STOP "Wt -t" - CURVE ARROW � 1 � O WM W N �- Lo C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" s !b coZ co 1 J 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - Co O d EVC END VERTICAL CURVE PI POINT OF INTERSECTION - ONE WAY - SIGNAL AHEAD _ " STOP AHEAD R5-1 - DO NOT ENTER pW3-1 v - FURNISH & INSTALL IRRIGATION CONDUIT 5 M PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER ' O ui Lo PRC POINT OF REVERSE CURVATURE »- "R26(CA)" - NO PARKING W14-1 - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O j 5' l� O + 10 PCC POINT OF COMPOUND CURVATURE o M "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "WI o o w O co Lu Lj 30' 30 EC O APPRO (MATE EX STING �3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT N 1 APPRO 20' I 0' 1 TP TOP OF PAVEMENT to N R7-9 - NO PARKING/BIKE LANE "W1-6" -SINGLE ARROW 4c C-5 0 o CU i I L 1 - - Q - o 0 c6 SAMUELSON STREET ``i 3. o z 00 /W RIGHT-OF-WAY U SEE SHEET 4 & 5 i U Z Z e EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O ( a O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Q J STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® oMo��'• �6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND W w U ►� 00 FLOW -INE 1 c ^ F Q� LU (m N 12+00 360 356 352 348 344 340 13+00 M m w Y W 340 (A M N > 17+00 0 11+00 12+00 O LEGEND: bAy�j� LEGEND: (CONT.) LEGEND: CONT.,_ W NOTES: II NOTES: ABBREVIATIONS W W FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. J j UJI F.L. FLOWLINE ' "Rt -1" - STOP "Wt -t" - CURVE ARROW WM W N W Lo C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O J 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - Co O d EVC END VERTICAL CURVE PI POINT OF INTERSECTION - ONE WAY - SIGNAL AHEAD _ " STOP AHEAD R5-1 - DO NOT ENTER pW3-1 v - FURNISH & INSTALL IRRIGATION CONDUIT ti M PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER M O ui Lo PRC POINT OF REVERSE CURVATURE »- "R26(CA)" - NO PARKING W14-1 - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O j U l� O + > PCC POINT OF COMPOUND CURVATURE O "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "WI Tgs TR w O co Lu Lj O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC O APPRO (MATE EX STING �3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT N 1 APPRO L.; STING POINT OF INTERSECTION TP TOP OF PAVEMENT to N R7-9 - NO PARKING/BIKE LANE "W1-6" -SINGLE ARROW 4c C-5 0 o CU "B" - - - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OO c6 to ``i 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. > O 4 O FACE OF CURB /W RIGHT-OF-WAY U 3 Q i OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED Z e EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® oMo��'• �6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND c) °i• > FLOW -INE GUTTER LIP TO A DEPTH OF 12". Q� LU EXISTING SURVEY MONUMEN Oo Oo CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. >W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS W 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' 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 W W W BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED tL . COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH &INSTALL METRO LOWLINE s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS aaa >:>: >: AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ®SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW W J J ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. >> LEFT OR RIGHT AS APPLICABLE (m N 12+00 360 356 352 348 344 340 13+00 360 356 352 348 344 34 13+000 OW77[I N rT J- • S L7 -os-0 LA, j (T L -Y X14r]; 1-2 otj RF""'CIRD tffivii4G Jm w co o V) v N Of w Y Q m to M m w Y W 340 (A -00 N > 17+00 0 11+00 12+00 LEGEND: bAy�j� LEGEND: (CONT.) LEGEND: CONT.,_ W NOTES: II NOTES: ABBREVIATIONS R� FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. J FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE 0VC POINT ON VERTICAL CURVE "Rt -1" - STOP "Wt -t" - CURVE ARROW WM W N Li C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - Co ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION - ONE WAY - SIGNAL AHEAD _ " STOP AHEAD R5-1 - DO NOT ENTER pW3-1 v - FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL J PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER M =CR ui Lo PRC POINT OF REVERSE CURVATURE »- "R26(CA)" - NO PARKING W14-1 - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. U l� O BC > PCC POINT OF COMPOUND CURVATURE O "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "WI Tgs TR w to = O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC O TC TOP OF CURB W :RB1(CA)" - BIKE LANE -7" - DOUBLE ARROW �3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. APPRO (MATE EX STING POINT OF INTERSECTION TP TOP OF PAVEMENT to N R7-9 - NO PARKING/BIKE LANE "W1-6" -SINGLE ARROW 4c 1R3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 0 o , SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY "B" '.O.C. OF VERTICAL CURVE FC FINISH CONCRETE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OO CURVE NUMBER FOR CURVE DESCRIPTION Lj ENGINEER DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. > O 4 O FACE OF CURB /W RIGHT-OF-WAY U 3 Q i OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED Z - - D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® e �6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND c) °i• > O GUTTER LIP TO A DEPTH OF 12". Q� LU EXISTING SURVEY MONUMEN Oo Oo 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 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" 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) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED tL . COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH &INSTALL METRO LOWLINE s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS > >:>: >: AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ®SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW W J J ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. >> LEFT OR RIGHT AS APPLICABLE O8 STANDARD SPECIFICATION 8010-21C-19. LLJLd< w W STM "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SEC11ON DESIGNATION: TRACT BOUNDARY CO "AHEAD" 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LE 0 pq 360 356 352 348 344 34 13+000 OW77[I N rT J- • S L7 -os-0 LA, j (T L -Y X14r]; 1-2 otj RF""'CIRD tffivii4G Jm w co o V) v N Of w Y Q m uj m Q o m w Y W 340 340 -00 N 0+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0 11+00 12+00 LEGEND: bAy�j� LEGEND: (CONT.) LEGEND: CONT.,_ CONSTRUCTION NOTES: II NOTES: ABBREVIATIONS R� FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE 0VC POINT ON VERTICAL CURVE "Rt -1" - STOP "Wt -t" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - 1EV 3CR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION - ONE WAY - SIGNAL AHEAD _ " STOP AHEAD R5-1 - DO NOT ENTER pW3-1 v - FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL � PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER IR =CR END CURB RETURN PRC POINT OF REVERSE CURVATURE »- "R26(CA)" - NO PARKING W14-1 - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. U 0.40 AGGREGATE BASE OVER 0.80 COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "WI Tgs TR w to = O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB :RB1(CA)" - BIKE LANE -7" - DOUBLE ARROW �3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. I PER C.O.B. STD. ST -9. 'IVC POINT OF INTERSECTION TP TOP OF PAVEMENT R7-9 - NO PARKING/BIKE LANE "W1-6" -SINGLE ARROW 4c 1R3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 0 o , SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY "B" '.O.C. OF VERTICAL CURVE FC FINISH CONCRETE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OO CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. > O 4 O FACE OF CURB /W RIGHT-OF-WAY U 3 Q i OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED Z - - D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 STORM DRAIN 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. > O GUTTER LIP TO A DEPTH OF 12". Q� LU EXISTING SURVEY MONUMEN � 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 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" 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) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED tL . COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH &INSTALL METRO 1REET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. O- FURNISH & INSTALL STREET LIGHT -5800 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 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. >> LEFT OR RIGHT AS APPLICABLE O8 STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. w W STM "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SEC11ON DESIGNATION: TRACT BOUNDARY CO "AHEAD" 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LE 0 UNIT BOUNDARY AHEAD MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE Lj aN 0 EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 0 cn 2PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION IS SHO M O NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 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 -t9 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 360 356 352 348 344 34 13+000 OW77[I N rT J- • S L7 -os-0 LA, j (T L -Y X14r]; 1-2 otj RF""'CIRD tffivii4G Jm w co o V) v N Of w Y Q m uj m Q o m w Y W 0 Q N 0 bAy�j� 9 g J z w G� V Z w U) S•`P z a� �e od >- J Q N 0 9 g z w W V U) z a� �e od WW o Lu W I}- v - � ~ Y W 5 U w to = m z U 0 I � N 4c -M 0 o M W 0 V=- N J O 4 O U 3 Q i Z Jfn C6 > O Q� LU LU w � tL C:)w Lu >> w W w O CO 0 0 Lj aN 0 0 cn o M O W N I 00 0 z CL 2� 0 9 g W V O a� �e od WW Lu W I}- v - ~ W U to m z 0 0 I � N 4c -M 0 o M W 0 J O 4 O 3 Q i W N I 00 0 360 356 352 348 Ln cq 00 Z > LLj n LEGEND: II q CONSTRUCTION NOTES: NOTES: QUl SAh UELSON STREETo SEE SHEET 4 00 a' R� 00 U T o 3o MAINE AVENUE o O1 M 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND rn FLOWLINE U V CURVE SEE SHEET 3 00 M o 1 30' 30' -STORM DRAIN PLANS FOR DETAILS. � "' "' 30' 30 l° CR L0 3 7 Ts 20' 20' _ J J U } O J _j 20' 20' 1 pq EVC END VERTICAL PI POINT R INTECAL W Lu 5 w Q U r v w U u- 1 1 5 W++. ECR ci I I 5' 1 C> C> ++ z o a c c Z LOU-) �g $0 �� i I 38 0.40' AGGREGATE BASE OVER 0.80' COMPACTED 0i 00 c' m ± 9 + m ±± NN ^ I 1 -- ut p Uta- ? M TC TOP OF CURB 3 M - BIKE LANE - DOUBLE ARROW "R7-9" 1�MENIN FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT twn ZV Q r 41 cn fn N 1- to N CTI N to N I oO 38 - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW �- �, TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �R�W �- Z 00 °° °° w i!S G OUND @ Z Z E =o - - - - - - O zl 1 37 a J w FACE OF CURB 3 - - 3 I 9 INTERSECTION C.L., BERING LN.= OVER 0.40' AGGREGATE BASE OVER 1.fi5' COMPACTED _ U. „- _ "'��' 8" SEWER; 1 s -300 - - O ..-. CE INTERSECTION STA. 10+00.00 STA. 20+28.49 C.L., SAMUELSON ST. I _ N00'Si13 E _ _ I- - - QO' _ STA. 13+00.00 C.L., BERING W.= ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS U - - 0 11+00 0 12+00 PER C.O.B. STD. ST -9. I STA. 20+96.16 C.L., MAINE AVE. J - _ - p 7 18" DRAIN -" 0 N �i EXISTING SURVEY Q J t� J W S=0.25% 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' AGGREGATE BASE OVER 0.50' U- FURNISH & INS li STD. T-1. 11 5=1. I PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED 2/39 J FURNISH & INS R Wn NN s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS INNIEM BIKE LANE MARKINGS PER CAL -TRANS STANDARDS 1 �`� n L-Im -' a a N -O- � 36 C.O.B. STD. ST -14. ® + 00 � 634J8 aot„ CAL -TRANS TYPE IV ARROW D o 5. JJ4_0 o a M li.. o M bi ' J a ozcooN STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. m N C.O.B. STD. ST -14. 8 N1g N a mmmmi FLOWLINE �,j -1 ' J J JU5' ++M W 0^p > J ti 30' 30' Z_ li W J W ' I 30' W p 20' 20' o o 00 O 0 0 0 20C!R' 20' Lu OMNI cD + W N ww z Lo Lo Coco 1 W WW 4Q SA ELsoN STREET oo UNF m N� MAINE AVENUE W �j S SHEETS 4 & 5 www � SEE SHEETS 3 & 5 + Q U as Z Ia-la- U �Fa-• � + N + kc! N En � N N m cn cn •- M BERING LANE M + cj SCALE: 1" = 50' HORIZONTAL W I O o V 1" = 5' VERTICAL 360 356 352 348 Ln cq 00 10+00 360 356 352 348 344; 10+00 11+00 �cq 00 00 12+00 0 + 360 356 352 Cr , N 344 13+00 Z > LLj LEGEND: (CONT. LEGEND: (CONT:.) � CONSTRUCTION NOTES: NOTES: QUl d irn ABBREVIATI M W FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- o O1 M 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND rn FLOWLINE d CURVE 00 M o tY r, �! -STORM DRAIN PLANS FOR DETAILS. J CENTERLINE 00 N l° CR L0 > Ts , tf} tp �A d O McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV BCR 1 pq EVC END VERTICAL PI POINT R INTECAL W Lu - ONE WAY - SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR 'd W co W++. ECR ci N RSE CURVATURE "R26(CA " - NO PARKING "W14-1" - NOT A THROUGH STREET » .t FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED 0i BEGIN CURVE M OUND CURVATURE do ~ �y �O Tg5 T2 ut 0 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC M TC TOP OF CURB 4 M - BIKE LANE - DOUBLE ARROW "R7-9" 1�MENIN FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT M C> j PER C.O.B. STD. ST -9. j a oO 0� - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW � TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE j 1 Z m w i!S G OUND @ CENTERLI Z E =o to ± > O ENGINEER/DESIGN ENGINEER. 3. a J w FACE OF CURB J - - 9 m OVER 0.40' AGGREGATE BASE OVER 1.fi5' COMPACTED W U. M + N - - O ..-. 0 U TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. W ` W M (n STD. ST -13. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS U ITEM OF WORK -SEE SCHEDULE U _ 1 PER C.O.B. STD. ST -9. J - _ - - - GUTTER LIP TO A DEPTH OF 12". a6 N �i EXISTING SURVEY Q J t� J W S=0.25% 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' AGGREGATE BASE OVER 0.50' U- FURNISH & INS li STD. T-1. s 5=1. 2% PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE J FURNISH & INS ALL METRO STREET NAME SIGN P NN s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS INNIEM BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. L-Im DENSITY PER C.O.B. STD. ST -9. -O- FURNISH & INS ALL STREET LIGHT -5800 LUMEN P C.O.B. STD. ST -14. ® + 00 N CAL -TRANS TYPE IV ARROW D PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS a M li.. O Z M bi ' J ST MMM STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. m N C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS a mmmmi FLOWLINE �,j On oo ' J ++M W 0^p > J ti O a Z_ li W J W W t+p W p N Of - 00 O n Lu OMNI cD + W N ww J p+ W WW 'm CO J W W __j W W www [O + + Q + aaa � + N + m •- M M + cj �. 10+00 360 356 352 348 344; 10+00 11+00 �cq 00 00 12+00 0 + 360 356 352 Cr , N 344 13+00 11+00 12+00 360 356 352 348 344 13+00 CURVE TABLE I, CURVE RADIUS LENGTH TANGENT DELTA n o II n E.C. 1 20.00' 31.42' 20.00' 90'00'00" o ~ "' I. ~ STA. 13+07.79 C.L., 20.00LT.= 2 500.00' 7.79' 3.$9' 00'53'33" THORTON AVENUE o0 0 O 3' STA. 13+08.41 F.L. SEE SHEET 7 N N p �'' o UMT 5 o 0 0 3 500.00' 7.79' 3.89' 00'53'32" 'R� .,t% N + N O J J Q 30' 30 I JPO - w - _ N 4 50Q.00 15.58 7.79 Q1'4T05" 28 1 20'' I 20 0 o Z -' -', ; I I Q Y ( I o �` 5 520.00' 16.20' 8.10' 01'47'05" I I U �` r v �` - w 1 I N V v -� J r J I J J J I U U li.. J i -4 Q 6 20.00' 32.04' 20.63' 91'47'05" - - - - - 5' a a Q 'n'n w �. ,� < o o ,� I,, ,� 1 _ i,, I U vo + + ^ 7 da•� ^�JW O D oa O O O O N [D NN U1 N) W WI +r 1� h 7 35.00' 27.13' 14.29' 4424`55" 5 1 0 0=++ `` o o o o 0 0 2 0 3 �„ N w N N o o rn q. d' o ,� _: o '+ �' wr r r rn p rnrnr r o 0o NW + ,� Q » i _U ooJcnQ 00 O o ±± a LO r a M a"' + a ++ a 'n a "� �S r co �_ ti ary 8 42.00 98.53 99.95 13424'55 3 .- a N 3 m I 00 N N N 3 "� I ao Q + Q¢ Jo x 1 z i�.W v QQa ��� o + + 1+'� + c+"1 v, c� N IM w rn -+- 3 + +I o ¢ a In ,_c 9 42.00' 197.06' 42.87' 26849'50" 2 7 �I a + "' '�,� �N N o w � �� z �+a- � � a d a > 1 "' > ^ d 1 t- cn o / I o Q KDRAI cncnzoo ¢ o cnv� o I~ o ~- - - ~1 0i (n a6 ccnccnn o ra i� o ¢ IQ o a '-Icj Fa� c� cn ty /�\ z--c� cn - c cn- cn c� cn -cn- c� cn cn c� cn c~n cccn c~iJm cn cn / �0N 1INTERSECTION kSTA. 10+00.00 C.L., SELMA ST.= I 634M6 a _ n 5 STA. 12+25.55 C.L., THORTON AVE. 7 .n M o 1 2 4 0_ 7 6" SEWER - - - - I t�-- - s ' s 3+ S 6" SEWER "' "' N Sip. NOO'57'13"E t t +o 12+0 292.21' - - .. NO2 44'18"E - I - - s _ --� p I 1 o 1 2 1 2 3 1 2 1 4+00 in 207.52' 15+00 9; 1 ST, "'I'S �R qK 26 I 3 -- -- -- -- I 67 STA ,5�8'30F 5 �-� 3 3 - - - - - S7A•�1s��6 S F(C'a 5' N 31: J J o I /8 S CUA 4.45 F 30' o I 30' II J 11 a � o n L� 20' 20' w o c� w c5 S D 30 o a o o o a o w o r "i o f r o T 0 r Tq Qin C( a p a O 1 a Q A J_ Cn x O O QIn 00 Q O N tP -- -- 1 z e N O +. N 3V 2 1 N t-= z °D Iv ^ N w +� W+ 0 C° w �� .0 -7 �s �Y 1 _ o.- _ _ 3�p1 I"'a _ 12 I >_ v N o Xsq� J J m+ J J J J 6 {Y I 5' r+ J J 11 -j + O p N 1 CU L� H CV w CU t.. a� O( -� ar- , ap M �j W p Q 1 4 .c[ 1 1 J W �• I „1 X may. Jr Q ° f� cwn Q r o J X 30' 30 c" " c� <~„ d 25 I oo Z En < C> 10 oo ao O cpo tirn QI JJ O ` {' c+v a°'o = I a o o a o o o o p _ 20' 20' �i d N CO cn v n ' o v �•.!l p z ao 0o p in U-) oci Z I o cis'' I of V Z O O co t0 J J w d' + w co 04 THORTON AVENUE o o O±± N N z U U OXFORD HILLS M M UN 5 ++ Uj GA r< f SEE SHEET 7 M F oo DRIVE 4Ut �N y �� w oo SEE SHEET 2 gra- m c~nc~n �� cn cn M N cn cn + + t...i to cn U W no as ~ a V) En z da SELMA STREET SCALE: 1" = 50' HORIZONTAL f 1" = 5' VERTICAL 356 352 348 344 340 10+00 Z N " LEGEND: (CONT. LEGEND: (CONT:.) CONSTRUCTION NOTES: NOTES: QUl ABBREVIATI R FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- o O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND rn FLOWLINE POVC POINT ON VERTICAL CURVE "Rt -1" - STOP "W1-1" - CURVE ARROW o tY r, �! -STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE 00 N l° CR L0 "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts , tf} tp �A d 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV BCR 1 pq EVC END VERTICAL PI POINT R INTECAL CURVE SECTION Lu - ONE WAY - SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR 'd go CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER ECR END CURB RE N RSE CURVATURE "R26(CA " - NO PARKING "W14-1" - NOT A THROUGH STREET » .t FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED KY BEGIN CURVE M OUND CURVATURE do ~ �y �O Tg5 T2 ut O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC M TC TOP OF CURB M - BIKE LANE - DOUBLE ARROW "R7-9" 1�MENIN FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT M CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3, j PER C.O.B. STD. ST -9. j POINT OF INTERSECTION TP TOP OF PAVEMENT 0� - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW � TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE M 1 Z "B" W FC FINISH CONCR - -- o > Q > O ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. FACE OF CURB J o J 9 W OVER 0.40' AGGREGATE BASE OVER 1.fi5' COMPACTED W U. M - - O ..-. 0 U TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY W > ALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Q ITEM OF WORK -SEE SCHEDULE J _ 1 PER C.O.B. STD. ST -9. J Q N 1 J GUTTER LIP TO A DEPTH OF 12". J EXISTING SURVEY Q J t� J W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' 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' AGGREGATE BASE OVER 0.50' U- FURNISH & INS li STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 10MINNE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE J FURNISH & INS ALL METRO STREET NAME SIGN P NN s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS INNIEM BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. L-Im DENSITY PER C.O.B. STD. ST -9. -O- FURNISH & INS ALL STREET LIGHT -5800 LUMEN P C.O.B. STD. ST -14. ® uj mmmmmmmilam CAL -TRANS TYPE IV ARROW D PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS a M li.. O Z M bi ' J LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. m N C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS a mmmmi �,j On oo ' J W 0^p > J ti O a Z_ li W J W W t+p W p N Of - 00 O n Lu OMNI cD + W N 0 p+ p 'm CO J W W da" n [O + + Q + -ic? � - In m + cj �. W I O o V + U- 'o + O [C � U � J:2 � w ad +a- � (n < 11+00 12+00 360 356 352 348 344 13+00 CURVE TABLE I, CURVE RADIUS LENGTH TANGENT DELTA n o II n E.C. 1 20.00' 31.42' 20.00' 90'00'00" o ~ "' I. ~ STA. 13+07.79 C.L., 20.00LT.= 2 500.00' 7.79' 3.$9' 00'53'33" THORTON AVENUE o0 0 O 3' STA. 13+08.41 F.L. SEE SHEET 7 N N p �'' o UMT 5 o 0 0 3 500.00' 7.79' 3.89' 00'53'32" 'R� .,t% N + N O J J Q 30' 30 I JPO - w - _ N 4 50Q.00 15.58 7.79 Q1'4T05" 28 1 20'' I 20 0 o Z -' -', ; I I Q Y ( I o �` 5 520.00' 16.20' 8.10' 01'47'05" I I U �` r v �` - w 1 I N V v -� J r J I J J J I U U li.. J i -4 Q 6 20.00' 32.04' 20.63' 91'47'05" - - - - - 5' a a Q 'n'n w �. ,� < o o ,� I,, ,� 1 _ i,, I U vo + + ^ 7 da•� ^�JW O D oa O O O O N [D NN U1 N) W WI +r 1� h 7 35.00' 27.13' 14.29' 4424`55" 5 1 0 0=++ `` o o o o 0 0 2 0 3 �„ N w N N o o rn q. d' o ,� _: o '+ �' wr r r rn p rnrnr r o 0o NW + ,� Q » i _U ooJcnQ 00 O o ±± a LO r a M a"' + a ++ a 'n a "� �S r co �_ ti ary 8 42.00 98.53 99.95 13424'55 3 .- a N 3 m I 00 N N N 3 "� I ao Q + Q¢ Jo x 1 z i�.W v QQa ��� o + + 1+'� + c+"1 v, c� N IM w rn -+- 3 + +I o ¢ a In ,_c 9 42.00' 197.06' 42.87' 26849'50" 2 7 �I a + "' '�,� �N N o w � �� z �+a- � � a d a > 1 "' > ^ d 1 t- cn o / I o Q KDRAI cncnzoo ¢ o cnv� o I~ o ~- - - ~1 0i (n a6 ccnccnn o ra i� o ¢ IQ o a '-Icj Fa� c� cn ty /�\ z--c� cn - c cn- cn c� cn -cn- c� cn cn c� cn c~n cccn c~iJm cn cn / �0N 1INTERSECTION kSTA. 10+00.00 C.L., SELMA ST.= I 634M6 a _ n 5 STA. 12+25.55 C.L., THORTON AVE. 7 .n M o 1 2 4 0_ 7 6" SEWER - - - - I t�-- - s ' s 3+ S 6" SEWER "' "' N Sip. NOO'57'13"E t t +o 12+0 292.21' - - .. NO2 44'18"E - I - - s _ --� p I 1 o 1 2 1 2 3 1 2 1 4+00 in 207.52' 15+00 9; 1 ST, "'I'S �R qK 26 I 3 -- -- -- -- I 67 STA ,5�8'30F 5 �-� 3 3 - - - - - S7A•�1s��6 S F(C'a 5' N 31: J J o I /8 S CUA 4.45 F 30' o I 30' II J 11 a � o n L� 20' 20' w o c� w c5 S D 30 o a o o o a o w o r "i o f r o T 0 r Tq Qin C( a p a O 1 a Q A J_ Cn x O O QIn 00 Q O N tP -- -- 1 z e N O +. N 3V 2 1 N t-= z °D Iv ^ N w +� W+ 0 C° w �� .0 -7 �s �Y 1 _ o.- _ _ 3�p1 I"'a _ 12 I >_ v N o Xsq� J J m+ J J J J 6 {Y I 5' r+ J J 11 -j + O p N 1 CU L� H CV w CU t.. a� O( -� ar- , ap M �j W p Q 1 4 .c[ 1 1 J W �• I „1 X may. Jr Q ° f� cwn Q r o J X 30' 30 c" " c� <~„ d 25 I oo Z En < C> 10 oo ao O cpo tirn QI JJ O ` {' c+v a°'o = I a o o a o o o o p _ 20' 20' �i d N CO cn v n ' o v �•.!l p z ao 0o p in U-) oci Z I o cis'' I of V Z O O co t0 J J w d' + w co 04 THORTON AVENUE o o O±± N N z U U OXFORD HILLS M M UN 5 ++ Uj GA r< f SEE SHEET 7 M F oo DRIVE 4Ut �N y �� w oo SEE SHEET 2 gra- m c~nc~n �� cn cn M N cn cn + + t...i to cn U W no as ~ a V) En z da SELMA STREET SCALE: 1" = 50' HORIZONTAL f 1" = 5' VERTICAL 356 352 348 344 340 10+00 356 352 348 344 340 10+00 356 352 348 344 340 11+00 12+00 13+00 14+00 15+00 16+00 Z 0 a J a • U F Z w 0 Z N " LEGEND: (CONT. LEGEND: (CONT:.) CONSTRUCTION NOTES: NOTES: QUl ABBREVIATI R FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- o O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND rn FLOWLINE POVC POINT ON VERTICAL CURVE "Rt -1" - STOP "W1-1" - CURVE ARROW o tY r, �! -STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE 00 N l° CR L0 "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts , tf} tp �A d 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV BCR 1 pq EVC END VERTICAL PI POINT R INTECAL CURVE SECTION Lu - ONE WAY - SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR 'd go CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER ECR END CURB RE N RSE CURVATURE "R26(CA " - NO PARKING "W14-1" - NOT A THROUGH STREET » .t FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED KY BEGIN CURVE M OUND CURVATURE do ~ �y �O Tg5 T2 ut O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC M TC TOP OF CURB M - BIKE LANE - DOUBLE ARROW "R7-9" 1163 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT M CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3, j PER C.O.B. STD. ST -9. j POINT OF INTERSECTION TP TOP OF PAVEMENT 0� - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW � TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE M �- Z "B" W FC FINISH CONCR - -- o > Q > O ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. FACE OF CURB J o J 9 W OVER 0.40' AGGREGATE BASE OVER 1.fi5' COMPACTED W U. M - - O ..-. 0 U TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY W > ALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Q ITEM OF WORK -SEE SCHEDULE J _ PER C.O.B. STD. ST -9. J Q N 1 J GUTTER LIP TO A DEPTH OF 12". J EXISTING SURVEY Q J t� J W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' 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' AGGREGATE BASE OVER 0.50' U- FURNISH & INS li STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS W PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE J FURNISH & INS ALL METRO STREET NAME SIGN P C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. L-Im DENSITY PER C.O.B. STD. ST -9. -O- FURNISH & INS ALL STREET LIGHT -5800 LUMEN P C.O.B. STD. ST -14. ® uj CAL -TRANS TYPE IV ARROW D PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS a M li.. O Z M bi ' J LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. m N C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS a �,j On oo ' J W 0^p > J ti O a Z_ li W J W W t+p W p N Of - 00 O n Lu 1.100 cD + W N W p+ p 'm CO J W W da" n [O + + Q + -ic? � - In m + cj �. W I O o V + U- 'o + O [C � U � J:2 � w ad +a- � (n < a v~i t- J + nmr to ci m US, a cn M ti F- a GROU D 0 CEN RLINE - - - - - - - - - 4; cn U Q of Q -t m N ROUND CENTER INE - - -- c2 - - -- -- - - - - -- Q S=- .51% ' S=0.29 N � ,� - - - - PR OSED ST Lsl_ S=0 25% v S=- ' S=0 50% FL WUNE - =p 6% co C-4 >: PR POSED E ST N N FLOWLINE FuzsLu I W J W J W J FLOWLINE W W W 7b aaa W W w W w ' w W w W W W W M W t w 356 352 348 344 340 10+00 356 352 348 344 340 11+00 12+00 13+00 14+00 15+00 16+00 Z 0 a J a • U F Z w 0 11+00 12+00 13+00 Z N " LEGEND: (CONT. LEGEND: (CONT:.) CONSTRUCTION NOTES: NOTES: QUl ABBREVIATI R FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- o O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND rn FLOWLINE POVC POINT ON VERTICAL CURVE "Rt -1" - STOP "W1-1" - CURVE ARROW o tY -STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE 00 N CURVE � "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts , tf} tp �A CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV BCR 1 pq EVC END VERTICAL PI POINT R INTECAL CURVE SECTION Lu - ONE WAY - SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR 'd go CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER ECR END CURB RE N RSE CURVATURE "R26(CA " - NO PARKING "W14-1" - NOT A THROUGH STREET » .t FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED KY BEGIN CURVE M OUND CURVATURE do ~ » R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET "R81(CA)" "W1-7" Tg5 T2 ut O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB - BIKE LANE - DOUBLE ARROW "R7-9" 1163 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT M CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3, PER C.O.B. STD. ST -9. W POINT OF INTERSECTION TP TOP OF PAVEMENT 0� - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW � TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE J SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY Z "B" W FC FINISH CONCR - -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. FACE OF CURB R/W RIGHT -OF -WA o 9 OVER 0.40' AGGREGATE BASE OVER 1.fi5' COMPACTED N U. - - O EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 0 U 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 > ALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Q ITEM OF WORK -SEE SCHEDULE J O PER C.O.B. STD. ST -9. Lil Q a - J GUTTER LIP TO A DEPTH OF 12". J EXISTING SURVEY Y W t� CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' 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' AGGREGATE BASE OVER 0.50' FURNISH & INS ALL 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) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE Q FURNISH & INS ALL METRO STREET NAME SIGN P C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. L-Im DENSITY PER C.O.B. STD. ST -9. -O- FURNISH & INS ALL STREET LIGHT -5800 LUMEN P C.O.B. STD. ST -14. ® uj CAL -TRANS TYPE IV ARROW D PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS N LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. FURNISH & INS ALL STREET LIGHT -9500 LUMEN P C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS a W LY ' J ti j O W t+p L' 6 0 n Lu 1.100 W N W Li: 'm CO J W W da" n [O + + Q + In -ic? - In + �. W I O 'O [C � I w Cj Q � < - t- + to ci m US, a cn ti cn -t m N ROUND CENTER INE - - - - - - - - 4U Q N - - - - - Lsl_ S=0 25% S=- .51% S=0 50% - =p 6% co C-4 PR POSED E ST N N FLOWLINE FuzsLu I FLOWLINE 7b W W w W w W j w W w W W W W W t w �j ty 4 4 4 d 4 4 44d 11+00 12+00 13+00 OP "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION D SIGNATION: TRACT BOUNDARY " „ 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LETTER - - - UNIT BOUNDARY MEAD AHEAD MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 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 CTION IS SHOWN WITH T SHALL BE STRIPING TAPE SSP OR SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 ALL PERMANENT STRIPING & PAVEMENT MARKINGS () (SSP) CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL TO BE THERMOPLASTIC PAINT PER CALTRANS MARKKIINGUSHALL BE THERMOPLASTIC PER RNE PAINT. ALL OTHER ICALTRANS NG AND 11 PER C.O.B. STD. ST -2 (REVISED 6-2-99). DAYS PRIOR TO PAVING. STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 14+00 15+00 � WT 3 d erY 356 352 348 i3 ��yTFpc�G 340 OY/Z7//P UN rr 4 •S 1 NL 16+00 REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: 1117-0 MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 r 0) O M H rn Q qt 00 o � Z w I w U 00 3_(D 0 E co O N N w Y Q m Z N " LEGEND: (CONT. LEGEND: (CONT:.) CONSTRUCTION NOTES: NOTES: QUl ABBREVIATI R FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE O1 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 "Rt -1" - STOP "W1-1" - CURVE ARROW o tY -STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTIC CURVE � "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" Ts FURNISH INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL PI POINT R INTECAL CURVE SECTION Lu - ONE WAY - SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR FURNISH &INSTALL IRRIGATION CONDUIT go CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER ECR END CURB RE RN PRC POINT OFR RSE CURVATURE "R26(CA " - NO PARKING "W14-1" - NOT A THROUGH STREET » IC FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN CURVE PCC POINT OF COM OUND CURVATURE do ~ » R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET "R81(CA)" "W1-7" Tg5 T2 ut O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB - BIKE LANE - DOUBLE ARROW "R7-9" 1163 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. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 0� - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW W TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE -. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY Z "B" OF VERTICAL CURVE FC FINISH CONCR - -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE A.C. F.O.C. FACE OF CURB R/W RIGHT -OF -WA o 9 OVER 0.40' AGGREGATE BASE OVER 1.fi5' COMPACTED N U. - - O EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 0 U TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. N O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH & iNS ALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Q ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. Q a - GUTTER LIP TO A DEPTH OF 12". EXISTING SURVEY MONUMENT W � 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 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH & INS ALL 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) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE Q FURNISH & INS ALL METRO STREET NAME SIGN P C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. -O- FURNISH & INS ALL STREET LIGHT -5800 LUMEN P C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW D PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS N LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. FURNISH & INS ALL STREET LIGHT -9500 LUMEN P C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS OP "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION D SIGNATION: TRACT BOUNDARY " „ 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LETTER - - - UNIT BOUNDARY MEAD AHEAD MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 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 CTION IS SHOWN WITH T SHALL BE STRIPING TAPE SSP OR SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 ALL PERMANENT STRIPING & PAVEMENT MARKINGS () (SSP) CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL TO BE THERMOPLASTIC PAINT PER CALTRANS MARKKIINGUSHALL BE THERMOPLASTIC PER RNE PAINT. ALL OTHER ICALTRANS NG AND 11 PER C.O.B. STD. ST -2 (REVISED 6-2-99). DAYS PRIOR TO PAVING. STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 14+00 15+00 � WT 3 d erY 356 352 348 i3 ��yTFpc�G 340 OY/Z7//P UN rr 4 •S 1 NL 16+00 REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: 1117-0 MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 r 0) O M H rn Q qt 00 o � Z w I w U 00 3_(D 0 E co O N N w Y Q m 'm Z SII • ( QUl W Q �Lc1t 'm Z 0 e QUl W Q CO) o tY � W Q ow J Il- Lu go ZwO Lu z z do ~ ut > Li o , go Z.. 0� N W -. Z m F F N N 0 <D o 9 Zw W N U. 0 U J N a' � W Q a - W ::.:z of Q 0 W D N W LY W Lr O L' o 0 r N 'm CO n Z e W CO) o � W ow J Il- Lu go X���: Lu I~ z z do ~ W go Z.. CID -. Z m F F N N 0 o 9 U. 0 U a' QUEBEC AVENUE II SEE SHEET 6 B.C.+ _ _ �� ► 30' 530' ., M n BIDDEFORD STREET UMT 1 UNT 2 n SEE SHEET 8 0 � SAM E SHEET STREET STA. 9+91.83 C.L., 111.54LT.= 20 20' "' Cl I 11 w II „ o SEE SHEET 4 & 5 E.C. STA. 8+65.40 F.L. P.R.C. 1 3 JJ o - - _ _ _ _ _ o0 1 5' I o I ow F ui i 30' 30' � N �- ��. o r f- o ^ STA. 16+86.27 C.L., 100.40LT.= STA. 9+87.12 C.L., 99.43LT.= b cmoo _ N"i' S N'-�-� - o.N _ _ Cl o _ _ I 20' 20' STA. 17+90.97 F.L. STA. 8+78.47 F.L. s�" o "s J J _ 1 x 0 �,� N o� 5' I 3 +� Ki L� JI J J 30' ' 30' JJ JJ �'--j NN I 3 31 DRIVEWAY Z �*�+ 20' 20' J ^^� NN O STA. = I 00 co �, ^^ i ,�,� ,�1 z ol�r vL� �� STA. 9+06.38 F.L. ci Fay 0oto 30co 'n 14 c' NN o coo _ _ o o �� 2 co `0 1 1 `o(o 1 �C°� '- p0 45 `v`va 'n"� ++ I 91 C.L., 87.05LT. �m STA. 17+77.27 F.L. m NN M M ?� 1 0o cri W rnoo `-z rT� 1 I� + �� N ++ ++� ++oda ^ DRIVEWAY STA. 9+24.83 F.L. 4 0 1 u;cj moo m� f �- ' Y 0 DRIVEWAY 1 I� cs �''tntn �I O w o ad z �^ m .-.-LaJ NN W iv I STA. �- to o 7+54.21 F. F --F < , � odd- ad L. II to roto to � � o v - d a F -F- z F- ~- STA. 9+43.28 F.L. m cntn o to to uo f 000 _ _ W cn cn ® 634E 7 _ _ R/W - - - - _ _°°"' °D °° R/W m to 2 v' Z STA. - 17+35.76 F.L. 32 O 1 3 ^3 - - - - - - O I 1 T DRIVEWAY 0 b 1 5 I 5 b f STA. 17+17.31 F.L. S� F� N00'57'13"E _ tt+oo N t2+00 13+00 14+00 _ _ 0 18" DRAIN 1 R/W 9k I� s - - -- 1- - - -366.27- - {- - _ - - id00'5T13"E - 0 1 6 SEWER g ! » s - -152.80 -+- - - _ 2 2 6 SSEWER 1 6" SEWER o o 15+00 N00'57'13"E 16+00 1 147.20' - S� •/\� ��\F,OF-GP `` _ -- - -- -- - -- _ 5 3 1 3 5 R/W 2 �¢ GP9 / `.5, -& �c40 �� �0 G �^ �• II II JI J Q N -i LL L` \ w o w l m I o J 1 J ! c� o 1 r o '� i co II = p O ♦ ' A9 C' Ok !^o Q ti w ,n o ¢ co a ri co 1 } u i cfl 1 r i 1 II ►_ o u� r� cn rF� �tS lriL 9S �P o` o c C'' 33 /� �� o N o w+ o m Arno r� o ^ vow -aN vo X 09 c\ S Q X rn uj o rn N �i co ri C = -+ N S NI N N > > 36 37 w �I w + 38 �j �� + I o Z ➢ Yy =� tP0 �y< SOS P. �2 _o _+ + C4 CK{ �N +O >``�� >� o N a p cmo < ��mrnm �C elf L�O 3 4 O J J J .J F¢- 1 F 1 Q N O a O W p � E 4 p N 0 N N -�- }� 0+ + ! I otz oLL �' to a c� cn 1 r �1 > d �I o d ao _ o v Q m� aI aI Oo c to vi 5' z ao I rn U,� o . ti •� �� Op Oq N� I ¢i UW JJ --�J� 'y (P S m 1 1 co rn P co s to 1 0 o 03 n c _ Lo to co 30' 30' o � v � P tr N � ++ ++ 35 J� 39 20' 20' w� N�nn 0 0 U MTC3 d I= ^ o ^ ^ u3 ui of tsi r r U 1 �+ � co co ^ ^ �� � �� � No OYSTER WAY ++ ++ N a to to Ld V) to N co a d SEE SHEET 13 o 41 UMT ++ Of m tit i Q� as Z m to to n to to it N N E.C.R. HOLYOKE D STA. 15+59.06 C.L. 20.00RT.= RIVE STA. 15+59.06 F.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 ORco 360 (7o ^ d dw M 340 10+00 11+00 12+00 13+0014+00 15+00 16+00 340 356 352 348 344 340 360 QUEBEC AVENUE SEE SHEET 6 J ~ U NT 1 CURVE u UNT LENGTH ,1 BIDDEFORD STREET DELTA 1 I 30 I 30' 6.61' o 2 84.00' 211.64' 0 N 144'21'34" 35.00' 0 N SEE SHEET 8 4 2 3 59.31' 39.63' 20' 20' 20.00' o `� 20.00' 90'00'00" 6 84.00' 197.70' 202.06' 134'5111" 7 35.00' 1 54.98' 1 35.00' 90'00'00" I 5 I - J J v 4} b� U LA u? C3� m 20' O Z _J L: _ Lu 5' 1 W CU Ii of 360 o� O m Q 00 00 ui 00 0 > V W Y M 10 Lu oo o0 m 10 z oo to + Z o Lo� ++ 20 O 00 ++ ; Li 1 i 34 w > to M t3 J W _� W + It + in U ^CN '- ^ 00 J oo c + w J w d 0: 00 m 0o M Q H ad ', tr 0o M �fN w ROUND 4 CENTER NE ~ I W N to M ora- F_- Q O NN U roto fa -H to � 3 �Z I Q 1 2 4 I m 00 aoor� o . i,i to N �- R/W v~i ro 2 m -� a O ROUND 'd- M st- M _ c6M twn o .30% M -- I TIC Q5 . % > uj 3 N' � INTERSECTION w to ti _C 7c, -'-.-----_' ' _-- 8» SEWER 7 1 �, 0 1 5 - I STA. 13+00.00 C.L., MERCHANTS LN.= t =-1V00'57'13"E-s s S 1 STA. 12+10.00 C.L., BIDDEFORD ST. INTERSECTION S=(.51% co _ - 0 300.00'- - D u j J 33 tq 11+00 q J {�� O J co 30" DRAIN 0 12+ 0 w w ( o STA. 10+0~0.00 C.L., MERCHANTS LN.= ST 3 c O Z co tD w STA. 14+66.53 C.L., QUEBEC AVE. �' w 0`ro W W W M W y + W > > 3 I 1 > Q 0 O m co J J L: J o w uj o 25 13 1QIN► 2 W W R/W -r-, d -- --- 3 i� 4 634L F V J Lz J II _ 11 �- �f OD N 1 = °D E STING ci � o o O d �- � O 21 H Cl N _ co CV p 4m 1 J ---�CD _-- -- " (A Iz 352 _ N - w + N !, N t" 5 ( 32 pto _ ' 1 0 CEN U LJ�' Q _ v J _ 1 5' �` 2 6 ' o o i f cr LJ� o 0 - 30 30' t -- --- i I -- -- - - - - Cl 40 m--- z ClCo 3,3 0 0 0 0 20 20' ^ QUEBEC AVENUE SHEET 6 m o oUNT �( ll o m + +(] Ij N =-v ff 2++SEE ^ +BIDDEFORD STREET S=0.51 - -- -- -.- - =0.25% -- -- SEE SHEET 8 sl- d• 340 10+00 11+00 12+00 13+0014+00 15+00 16+00 340 356 352 348 344 340 360 CURVE TABLE W co 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' 2225'35"- 4 35.00' 59.31' 39.63' 97'05'59" 5 20.00' 31.42' 20.00' 90'00'00" 6 84.00' 197.70' 202.06' 134'5111" 7 35.00' 1 54.98' 1 35.00' 90'00'00" 340 10+00 11+00 12+00 13+0014+00 15+00 16+00 340 356 352 348 344 340 360 00 W co i l� 0 0) 0) 0 M 0 U Z 0-0o d- ¢ CO I < J W O J < U > z o nr!- j 0 w li M m LLI M W u) � w m cO y Q <m M Li � w i Z W m ^ �M Li W � J L'•' b� >ur u? W m O Z _J L: _ Lu SSP W i � W 360 0 W 356 ui �' 0 > V W Y M 10 Lu LL: W co > J W O Li 8 rn w > to M t3 J W _� W It + W' U M + '- J WCA 00 J oo c + w J w U � 0o M TE EXIST NG 0° J 00 0o M w ROUND 4 CENTER NE ~ M M o (6 co nri J + d Z J 356 '- PPROXIM TE EXIS NG o J(/1 ro d• M m -� a O ROUND 'd- M st- M c6M u:M o .30% M -- 1, 1_ S=(.51 % > uj : } to w to ti _- -'-.-----_' 356 _-- ---- > - 0 ^> > N > W > W PR POSED E alb S=(.51% co -»- u j J tq M J J M J co w w > J o POSED ST co c U-3Lo!*o o co tD w 352 �' w 0`ro W W W M W + W > > �_ J W > Q 0 O m co J J L: J w uj o W W W ► i d d d Q 4 d N J _ C' �- N - J APPROXIMATE E STING ci � o o d �- J J_ L` " ¢ 352 _ w to C3 a 356 � th pto _ GROUNI 1 0 CEN RUNEW °D ' - m N-- -� - -- -- -- --- ---- -- -- -- - - - - m--- N ^ m -- S=0.51 - -- -- -.- - =0.25% -- -- 348----- sl- d• - S=0.51% •�- Op S= .52% W _ "_S=_=" ^ to 352-0- t- 0) o 348 + w + o + +m � oh�01 o + , 1 cy;+ � L m co c ^ ^ 352 b� 0 o FLOWLI 4E -APPROXIMATE E ISTING M M M ►�� '� M N o N N 344 �"-vr v 352 - - - - - - - -- - »> » > GROUN 0 CEN RUNE ' W W W ro w w J Ld. n -- --------- -- �- 344 -- -- --- W W W W W 348 aa4 <<< - -- -- -- -- 7S=0:50 -348 7t N d' S=0.26% S=0.5 % S=0125% M 340 10+00 11+00 12+00 13+0014+00 15+00 16+00 340 356 352 348 344 340 360 W o W co i l� 0 0) 0) 0 M 0 U Z 0-0o d- ¢ CO I < J W O J < U > z o o j 0 w li M m LLI W u) � w m W Q <m Li � w i Z W m ^ �M Li W � J L'•' b� N u? W m O Z _J L: _ Lu SSP W i O M 360 0 J d ui W 0 V W Y M 10 Lu LL: M > J U O Li 8 rn w _j W to M t3 J _� W It + W' U M + '- C, J oo c + w J w U � 0o M TE EXIST NG 0° m 00 0o M 0o ROUND 4 CENTER NE ~ M M o (6 co nri Lu + w Z N '- PPROXIM TE EXIS NG o J(/1 ro d• M m o a O ROUND 'd- M st- M c6M � o .30% M -- 1, 1_ S=(.51 % > uj mfn w to _- -'-.-----_' 356 _-- ---- > - 0 > W > W PR POSED E ST S=(.51% co -»- u j J tq M J J M J co > J > J 35 POSED ST co c U-3Lo!*o co ^ w M W W W M W W W > > J J J W > Q 0 O O J J L: J w uj �-, 0 W W W W W W W d d d Q 4 d N J _ N - J - J J Tif-o M J J J_ L` 356 � th pto _ Li. Li } LL a W > � co Lo <� N ^ sl- d• •�- Op W n L6 ^ to 352-0- t- 0) o + w + o + +m + , 1 cy;+ � L m co ^ ^ 352 b� 0 o -APPROXIMATE E ISTING N o N N �"-vr v 352 - - - - - - - -- - to to GROUN 0 CEN RUNE L,; °' o ro o Ld. n -- --------- -- �- - -- -- --- 348 - - -- -- -- -- 7S=0:50 -348 S=0.26% S=0.5 % S=0125% 348 co '`' �' PR POSED E ST 00 00o6 do FL INE FLO INE ,) n 344 > J > J j J j J 344 ala Q .0 344 d• N ,y. N +00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 340 NN MERCHANTS LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL cq sle, M m 11-1-uu i� 12+00 356 352 348 6 340 13+00 6 W o W co i l� 0 0) 0) 0 M 0 U Z 0-0o d- ¢ CO I < J W O J < U > z o o j 0 w li M m LLI W u) � w m W Q <m Li � w i Z W m O _ �M Li W � J L'•' b� J W m O Z _J L: � _ Lu SSP W i Z 0 J d ui W 0 V W Y 10 Lu LL: M > J U O Li 0 w _j W to M t3 J _� W It + W' U M + '- C, J oo c + w J w U � p TE EXIST NG 0° C3 C-� W ROUND 4 CENTER NE ~ o + nri Lu + w Z N '- PPROXIM TE EXIS NG o J(/1 m '- m o a O ROUND CENTER INE c5 � o .30% -- 1, 1_ S=(.51 % > uj mfn w to _- -'-.-----_' _-- ---- - - 0 =0.30% PR POSED E ST S=(.51% co -»- u � tq M M M co PR POSED ST co c U-3Lo!*o co ^ > M M M W� t- N > > J J >> > Q 0 O O J J L: J W �-, 0 W W as W W W W d d d Q 4 d N N M sle, M m 11-1-uu i� 12+00 356 352 348 6 340 13+00 6 W o W co i l� 0 0) 0) 0 M 0 U Z 0-0o d- ¢ o I < J W O J < U > z o o j 0 w li M m LLI 0 N u) � w m W Q <m Li > i Z W m O _ �M Li W � L'•' b� N W m O Z _J L: � _ W SSP W i Z 0 J d i W 0 V W Y 10 Lu LL: M > J U O 0 w J = t3 J _� W It + W' U M + '- J oo c + w U � PPROXIM TE EXIST NG 0° C3 C-� ROUND 4 CENTER NE ~ nri Lu Ln Z N oLj o J(/1 m >- O � S= .30% S=(.51 % > uj to a- ^ 0 0 PR POSED E ST (6 co -»- M M M of co ^ > j > W� t- N J J J wwLj Q 0 O O uiw W �-, 0 as d d d d N M 10+00 11+00 12+00 I LEGEND: LEGEND: (CONT.)LEGEND:CONT.) ABBREVIATIONS R1 -1 ------ CONSTRUCTION NOTES' NOTES: i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1 CONSTRUCT TYPE "B" CURB &GUTTER P F L. FLOWUNE---------------------- PROPOSED SAWCUT LIMIT UNE O 1. FOR SEWER AND STORM DRAIN P VC POINT VE VERTICAL CURVE "R1-1" - STOP "Wt -1" - CURVE ARROW PER C.O.B. STD. ST -1. , SEE SEWER AND C L. CENTERLINE C BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT STORM DRAIN PLANS FOR DETAILS. ELEV ELEVATION E C END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 20 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B.STD ST -3. BCR BEGIN CURB RETURN I POINT OF INTERSECTION "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT 2. McKEE ROAD & MOUNTAIN RIDGE ROAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE :R26(CA)" - NO PARKING "W14 -1p - NOT A THROUGH STREET Ic O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER B BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED E END CURVE TOP OF CURB "R7-9" " -BIKE LANE "Wi-7" - DOUBLE ARROW _ T�3 rgs Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PIC POINT OF INTERSECTION TOP OF PAVEMENT "R7-9" - NO PARKING/BIKE LANE "wt -6" -SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PER C.O.B. STD. ST -9. OF VERTICAL CURVE FINISH CONCRETE O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F. .C. FACE OF CURB R W RIGHT-OF-WAY - 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS OO CURVE NUMBER FOR CURVE DESCRIPTION 5 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95� RELATIVE DENSITY CO 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE O6 COMPACT SUBGRADE TO 90� OF MAX. TO 12 BEYOND EXISTING SURVEY MONUMENT GUTTER LIP TO A DEPTH OF 12".PER C.O.B. STD. ST -9. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET _ , NAME SIGN PER C.O.B. STD. 1 T . PER CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT 4. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE "B" s SEWER -REFER TO SEWER &STORM DRAIN PLANS A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED FURNISH & INSTALL METROS EET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH &INSTALL STREET U T-5800 LUMEN PER C.O.B. STD. ST -14. CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. �n CAL -TRANS TYPE IV ARROW FURNISH &INSTALL STREET U T-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 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 STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. ' SECTION DESIGNATION: w m TRACT BOUNDARY "STOP" MARKING PER CAL -TRANS STANDARDS AHEAD INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING 'SEWER MANHOLES TO FINISHED GRADE. SECTION LETTER UNIT BOUNDARY D "AHEAD" MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE AHEA IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE EXISTING STRIPING AND 2 MARKINGS, TPROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE TYPICAL 10 SHEET WHERE SECTION Is SFlowrl 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 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. 356 352 348 344 340 13+00 oX#Vjt* Vwrf +.5' o%il- u�r cr fj Lr /a ,Z 0--13 UN iTS 1-Z DN FitcoHlu', I I-. /'_0 W o W co i l� 0 0) 0) 0 r- M 0 U Z 0-0o d- ¢ o I < J W O J < U ( oo z o o _j 0 w li co�- m LLI 0 N u) � w m V Q <m Li U 11 i Z W O _ �M Li W � b� N i J QM > U O Z od � _ W SSP W i I I-. /'_0 W o W co i 0 m ¢ N i o _j co�- �o W V Q W U Z W O _ W GC Li W � x Z od � W W Z 0 > i W 0 V W Y 10 Lu `°'"" > 0 U 1 , w J = _� N W' U i J U � a Z J(/1 m >- O � U > uj a- 0 0 -»- w w of co ^ 00 W� t- N Q 0 O O �-, 0 I I-. /'_0 W o W co i 0 z uiZ i o _j co�- �o W V Q W U O _ W GC Li W � x ¢ od W W Z > i W 0 V 10 Lu `°'"" m 0 1 , z J o to o _� N Q O i J U � a I I-. /'_0 W o W co � r 0 I I-. /'_0 CURVE TABLE C> CURVE RADIUS LENGTH TANGENT DELTA 1 �� NN QUEBEC AVENUE ;° o C6 NN CABOT WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 356 t 20.00' C> UNT - N THORTON AVENUE M It �= WAY �� NN QUEBEC AVENUE ;° o SEE SHEET 7 �� moo ++ N N U J �� o i 30' I 30 LEG N �" DRIVE mto ' J J J UNT U U: 20' 20' 1. 0 `��/� T ¢ 0 0 J W C> 0 0 I 5 I add I! U U� 5� 0 25 00 1 5 U J Q Z =o UNT ++ I- , --- V7�� m++ + Hfa"- N cn LZo , Z FY -- J j 6 L 10130, U 1 30' U a3 m^ m (V ISTING � r U U- it o cn + O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY m c% N O i 20'11 20' (MATE E ISTING <n R/W 2 APPROX `- o 1 N GROUN I— cn 'R81(CA)" -BIKE LANE "Wt -7" -DOUBLE ARROW3s 5 z 6V) 31 6758 T-- o o m Fn z �o cd ++ T� 1 , -- 9 7 1 " ��M 24 DRAIN o 3 N 0 1 m I S=-0.51 STREET IMPROVEMENTS , Oj D C3 < <�13 i J W PER TRACT 6758 TRACT BOUNDARY N 0'57'13"E t2+ o 150.00' F 1 aR _ _ m STA. 11+40.00 C.L. 634M1 j 1 0 0 `4 3 I W M M M �� c, N COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. J, INTERSECTION 1 STA. 12+90.00 C.L, CABOT WY.= - - - - - - - 1 NE > MMM B N R W • / `" - I oO I STA. 13+95.37 C.L, THORTON AVE. J 1 0 J> 634M -�R/W - -2a - 32 1 o z o 0 1 It z I 4 <I d 0 J O O) U- L.-- CD (n , , - gT N I + AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH o Q M aaazz I PER TRACT 6758 d 24 N 30'_130 W -- --- 5. < O o cn o-- _ J o0 20' 20' 1 I 1 1 33 150.00' m±+ 8 O /� a U THORTON AVENUE i M "' 3 "°r LJNI]T `=1t' U3 ul SEE SHEET 7 = O O N N I N N STA. 12+95.48 C.L, QUEBEC AVE. - _- 9� 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. C3 FURNISH & INSTALLSTREET N m 1 C6 NN CABOT WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 356 t 20.00' 31.42' 20.00' 90'00'00' cncnzo M It �= WAY �� NN QUEBEC AVENUE ;° ±� W �� moo ++ N O U J �� o �� --� LEG N �" DRIVE mto It > W UNT W o 1. U SEE SHEET 6 U J W C> +o+ z Qcn add cS NQUEBEC U Q AVENUE c6W) U J Q QQ NN UNT Q 1 CD NN m SEE SHEET 6 F= Hfa"- N cn LZo `"�� FY O O J j 6 L 10130, U 1 30' -APPROXIMATE 1 13 ISTING � r U U- + + O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY o 0 CEN RLINE ro 20'11 20' (MATE E ISTING TG�AC�� z APPROX MATE EX, o N GROUN I— cn 'R81(CA)" -BIKE LANE "Wt -7" -DOUBLE ARROW3s 5 FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 6V) �¢- 6758 m++ o o m Fn 22 cd ++ T� 1 , Lu SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY -- S=-0.25% ----- J S=-0.51 , , Oj CURVE NUMBER FOR CURVE DESCRIPTION C3 < <�13 U J W J w OF VERTICAL CURVE FACE OF CURB FC FINISH CONCRETE R/W RIGHT-OF-WAY - - D a POSED E a J w m cn cn 634M1 j W 00 NE W M M M �� c, N COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. J, -T �o Z - 12 FL NE > MMM J w w z IoW J 1 _-- J> W -�R/W - -2a - w 1 o z o J 1 Gi W 4 <I d COMPACTED O.G. aaa U- 101 W -200 STREET IMPROVEMENTS - gT 7 1 30" DRAIN �� AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH 3 Q M aaazz I PER TRACT 6758 S U- ClO - - fi-_D- W M 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS _ _ TRACT BOUNDARY _ N00'5T13'E 1212+p o 150.00' ¢ 8 O I (L INTERSECTION STA. 11+40.00 L o i M "' 3 "°r STA. 12+90.00 C.L, CALYPSO WY.= -- - - _ - _ = O O I O STA. 12+95.48 C.L, QUEBEC AVE. - _- 9� 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. E- FURNISH & INSTALLSTREET N m 1 li 0 O m "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN m If m 3c: O c0 ...� ....�... TRACT BOUNDARY 11 u) t 11 LZ° w SECTION DESIGNATI N: cn o 60i +W M I PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ~ O d m (if �+ m o M m+ �7 o PPROXIM 23 + CD C> t �Q w i - W N + ``' '- N 1 2 ►- Qa PPROXIM v LZ d DAYS PRIOR TO PAVING. 0 (3 LZ 30' KO' SHOWN w 6 of 0 o v' o0 00 >� 20' 20' 1 10 - Z 0 o 60 � N C>a cd t it J tt OXFORD HILLS II II F- N J J THORTON AVENUE (� j� (� (� �� o o DRIVE .j O o SEE SHEET 7 6L� `J (J V N N SEE SHEET 2 `` N 1 30' 30' O o I - jt+!2 30' 30' 1 -' -� U 20' 20' M C> 1 U LZ 20' 20' (] � oo I 5' I M+ o Y o0 1 5 I��Q o0 0 66otc) 1 aQ 40 0� W '*'* 41 5' 46 ���o a� , 16 ++ 1 3) U �-F- +1 00 �� Z 3 m ± ± LI to cn d U �p 1 0 634M3 c i ci F, N N H m N N O e (ncz_ 2-�R/We,1 Go zm1 -2 -�/W-t --,_ ' I STREET IMPROVEMENTS - 9 - 1 - o _ 3 47 " " M o S 1 "' o in 8 S SEWER Ile300.00 1 PER TRACT 6758 _00'57'13 E 8 EWER N _ 150.00' _ I _-N00'57'13"E D _ - TRACT BOUNDARY _ t2+oo o -� �" +- D 1 INTERSECTION 24 DRAIN o N 1 t 18Qo DRAIN t 4+00 0 0 24 DRAIN t 5+00 1 3 STA. 15+90.00 C.L, COASTAL LN.= STA. 1+40.00 C.L - - - - 1 0� STA_ 18+69.76 C.L, OXFORD HILLS DR. R -� _j U 2 -i > t� -t JI II Q N tt p� m I LZ II L,i L,_ L� w rII 0 o Z> o 0 00 01 w 48 00 > 0 to > a JQ to a do > to > a o 0 o ZI v i o a a Jz ® Q ¢ o C> cD�� ,t2�� 14 �+ '��� 12 11 ' Li N + 1 5 j± +> N N w + O OMp d > M r,+) > N N _ N QO jE _N O toM I � > _j_ja o IQ o U~ Id p N 'mow c� c~n a c� F- ra-I Utz 6LJ� 30' 30' Uta. f- c� Vl ,� c� (n .1 -i Lo Lo ,� Z JJ>W (� fn 00 00 ZO' 2O' Zoo 1 Z cgci i m oowJ13 i W C5 C5 F ---- o F o M Q 4 m++ ;; OXFORD HILLS m �� ±± ----- - c~iv~i cncnzo M �i �= WAY �� NN QUEBEC AVENUE ;° ±� W �� moo ++ N O U � �� o �� --� LEG N �" DRIVE mto o > W UNT W CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. U SEE SHEET 6 U J W � +o+ z Qcn add cS SEE SHEET 2 U Q o c6W) U J Q QQ NN +l -� C-4 CD Q gL CD NN m N(n F= Hfa"- N cn m fa --H cn cn FY O O Z dd U dd�d F --►-0 -APPROXIMATE E ISTING � 356 352 352 Z 352 o m m+ 0 , 348 APPROX MATE EX TING 348 IY N m En _--_-- -- - 348 336 356 352 348 344 34C 12+00 00 344 ---a 336 13+00 356 352 348 344 340 34C d ----- - c~iv~i cncnzo M � �= WAY COASTAL > W mQU, T___ LANE > w O M OL W LEG N M mto o > W ; W CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. > W W u) F_ J W O FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- co J W >_ L- to o c6W) J Li J rs Q O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. MM McKEE ROAD &MOUNTAIN RIDGE ROAD - "B" M L� Bvc BEGIN VERTICAL CURVE EVC END VERTICAL CURVE p ZQ + * M M M O O C) 014 - O -APPROXIMATE E ISTING � o Lo O + + O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY GROUND0 CEN RLINE ro + (MATE E ISTING m > APPROX MATE EX, TING N GROUN I— cn 'R81(CA)" -BIKE LANE "Wt -7" -DOUBLE ARROW3s >Lo FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 6V) �¢- EC m Fn Li cd V) W Lu SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY -- S=-0.25% J J S=-0.51 , , Oj CURVE NUMBER FOR CURVE DESCRIPTION O w W U J W J w OF VERTICAL CURVE FACE OF CURB FC FINISH CONCRETE R/W RIGHT-OF-WAY - - D PR POSED E STNUNE J w CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. o O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY W FLO NE W M M M r7 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. J, -T VEY MONUMENT PER C.O.B. STD. ST -13. ® - U FL NE > MMM J w w J J J W J> W W w w 1,.. J W Gi W 4 <I d COMPACTED O.G. aaa U- 101 W w M � Li AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH Li W DENSITY PER C.O.B. STD. ST -9. aaazz C> 0 STREET NAME SIGN PER C.O.B. STD. T-1. S U- ClO -P 356 352 348 344 340 34C SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M Ir F - M ----- - c~iv~i cncnzo M CALYPSO �= WAY COASTAL > W mQU, T___ LANE > w O E 1" = 50' HORIZONTAL OL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M Ir F 356 352 348 344 340 12+00 M d - 356 356 352 352 348 348 344 344 340 34C 13+00 M - M ----- - 13+00 M M p^p > W mQU, T___ > w O J OL W LEG N J mto o ; W CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM W u) F_ ci O FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- co Z J 00 dui 0- to o c6W) J Li 0 rs Z = p d CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. MM McKEE ROAD &MOUNTAIN RIDGE ROAD - "B" M O m Bvc BEGIN VERTICAL CURVE EVC END VERTICAL CURVE m + * M M M + C) � BEGIN CURB RETURN O -APPROXIMATE E ISTING � FURNISH & INSTAL_ INTERCONNECT CONDUIT O + N O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY GROUND0 CEN RLINE ro N (MATE E ISTING m > CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. d > GROUN 0 CEN RUNE c3 'R81(CA)" -BIKE LANE "Wt -7" -DOUBLE ARROW3s >Lo FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT �¢- EC m Fn Li W S W Lu SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY -- " J J =-0.51 > J , Oj CURVE NUMBER FOR CURVE DESCRIPTION O w W U J W J w OF VERTICAL CURVE FACE OF CURB FC FINISH CONCRETE R/W RIGHT-OF-WAY - - D W O 0)u, J w CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY W FLO NE W M M M O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. J, -T VEY MONUMENT PER C.O.B. STD. ST -13. ® - U FL NE GUTTER LIP TO A DEPTH OF 12"' MMM J w w J CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. J z J> W W w w 1,.. J Gi W 4 <I d COMPACTED O.G. U- 101 W w M 356 352 348 344 340 12+00 M d - 356 356 352 352 348 348 344 344 340 34C 13+00 M O� 12+00 13+00 M 13+00 p^p 00 mQU, co W O OL W LEG N ; mto o ; W CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM W u) F_ ci O FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- co Z J m dui 0- to o c6W) J Li "R1-1' -STOP "Wi-1" -CURVE ARROW W31(CA) -END ' " " rs 0 O 0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. MM McKEE ROAD &MOUNTAIN RIDGE ROAD - "B" M O Bvc BEGIN VERTICAL CURVE EVC END VERTICAL CURVE W z: * M M M U C) "' BEGIN CURB RETURN O M - DO NOT ENTER W3-1 - STOP 'R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IC FURNISH & INSTAL_ INTERCONNECT CONDUIT O + O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE APPRO (MATE E ISTING m > CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. d > GROUN 0 CEN RUNE c3 'R81(CA)" -BIKE LANE "Wt -7" -DOUBLE ARROW3s >Lo FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT �¢- EC m Fn Li W S W Lu SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3• W J J > J U Oj CURVE NUMBER FOR CURVE DESCRIPTION O w W U J W J w OF VERTICAL CURVE FACE OF CURB FC FINISH CONCRETE R/W RIGHT-OF-WAY - - D W O W J w CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY W �cl W W II > O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. J, -T VEY MONUMENT PER C.O.B. STD. ST -13. ® - U FL NE GUTTER LIP TO A DEPTH OF 12"' MMM J Lo EXISTING SURVEY MONO ENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. J z J> W 'J A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' - TO BE COMPACTED TO 95% RELATIVE 1,.. J Gi W W J W O COMPACTED O.G. U- 101 W w w � Li AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH Li W DENSITY PER C.O.B. STD. ST -9. aaazz C> 0 STREET NAME SIGN PER C.O.B. STD. T-1. S U- ClO -P W M 5. SCAL : - 1" = 5' VERTICAL 50.00 FT. !- VERT. CURVE i 356 356 352 352 348 348 344 344 340 34C 356 352 348 344 340 12+00 13+00 14+00 15+00 16+00 50.00 FT. 50.00 FT. VERT rt►RVF t VERT. CURVE - I t� O� 12+00 13+00 12+00 13+00 p^p 00 mQU, co LEGEND: CONT. O OL O LEG N ; mto o ; O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM u) F_ ci O FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- co Z J m dui 0- to o c6W) c6 "R1-1' -STOP "Wi-1" -CURVE ARROW W31(CA) -END ' " " rs M O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. MM McKEE ROAD &MOUNTAIN RIDGE ROAD - "B" M CENTERLNE ELEVATION Bvc BEGIN VERTICAL CURVE EVC END VERTICAL CURVE W M > M M M U PAVEMENT TO BE 0.30' TYPE A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED "' BEGIN CURB RETURN PI POINT OF INTERSECTION M - DO NOT ENTER W3-1 - STOP 'R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IC FURNISH & INSTAL_ INTERCONNECT CONDUIT O M O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R' -RIGHT TURN ONLY "W14-2" - NO OUTLET U) m > CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. d > BEGIN CURVE PCC POINT OF COMPOUND CURVATURE a 'R81(CA)" -BIKE LANE "Wt -7" -DOUBLE ARROW3s >Lo FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT EC Lq TC TOP OF CURB W W S W Lu SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3• W J J > J U Oj CURVE NUMBER FOR CURVE DESCRIPTION O w W U J W J w OF VERTICAL CURVE FACE OF CURB FC FINISH CONCRETE R/W RIGHT-OF-WAY - - D W O W J w CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY W �cl W W II > O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. 0 FURNISH &INSTALL SU VEY MONUMENT PER C.O.B. STD. ST -13. ® - U - - GUTTER LIP TO A DEPTH OF 12"' 4. J EXISTING SURVEY MONO ENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. J z J> W 'J A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' - TO BE COMPACTED TO 95% RELATIVE 1,.. J J W J J W W O COMPACTED O.G. U- 101 EET NAME SIGN PER C.O.B. STD. T-1. s SEWER -REFER TO SEWER &STORM DRAIN PLANS � Li AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH Li W DENSITY PER C.O.B. STD. ST -9. LU C> 0 STREET NAME SIGN PER C.O.B. STD. T-1. S U- ClO -P W Cl 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS OO O G Q O CAL -TRANS TYPE IV ARROW 8 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS O o -o- FURNISH &INSTALLS EET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. O LEFT OR RIGHT AS APPLICABLE O Y O O 0 O SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. p = 9� 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. E- FURNISH & INSTALLSTREET N m OW J li 0 O m "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN m If m O c0 ...� ....�... TRACT BOUNDARY u) t O� m ± w SECTION DESIGNATI N: c0 + 2 60i +W M + PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTI ��Lo an d m d+, �+ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + 'r ' m+ �7 PPROXIM TE EXIS + 1 t �Q w NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED -* ``' '- 2 ►- Qa PPROXIM TE EXIS NG DAYS PRIOR TO PAVING. >� Uro SHOWN w 6 ALL PERMANENT STRIPING &PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND o w� >� ' �o aocn TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS � N cd cn STANDARD SPECIFICATION 8010-21C-19 cn z > cn - _ a > - -m cn m N _ - - - - - - - S= 0.26% S=0.26 N S=-0.26% - _ =0. 07. SA -0-387.- - , VPR POSED ST Ln o oo o 7PROIPOSED ST P n 4m co o � LO NE FLOWU MMM Lo M Lo M -.t M M M M > > > > >La Li w w w w w J w J w J w W W 4 4 4 4 4 O d d aaa ' �F sr N M po 356 356 352 352 348 348 344 344 340 34C 356 352 348 344 340 12+00 13+00 14+00 15+00 16+00 50.00 FT. 50.00 FT. VERT rt►RVF t VERT. CURVE - I t� 356 352 348 344 340 336 12+00 13+00 14+00 15+00 16+00 O� 12+00 13+00 12+00 13+00 p^p O mQU, co LEGEND: CONT. LEGEND: (CONT.1 OL O LEG N ; d o ; O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM a u) F_ ci O FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE Z J m dui 0- F.L. o c6W) � "R1-1' -STOP "Wi-1" -CURVE ARROW W31(CA) -END ' " " rs M O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. MM McKEE ROAD &MOUNTAIN RIDGE ROAD - "B" C.L. ELEV CENTERLNE ELEVATION Bvc BEGIN VERTICAL CURVE EVC END VERTICAL CURVE W R4 -T -KEEP RIGHT "R6-1" - ONE WAY AW3-3A - SIGNAL AHEAD "R5-1" AHEAD > dam' � M U PAVEMENT TO BE 0.30' TYPE A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BCR BEGIN CURB RETURN PI POINT OF INTERSECTION - DO NOT ENTER W3-1 - STOP 'R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IC FURNISH & INSTAL_ INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R' -RIGHT TURN ONLY "W14-2" - NO OUTLET U) m > CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. d > BEGIN CURVE PCC POINT OF COMPOUND CURVATURE a 'R81(CA)" -BIKE LANE "Wt -7" -DOUBLE ARROW3s >Lo FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT EC Lq TC TOP OF CURB W J S TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE J SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3• W N J w U Oj CURVE NUMBER FOR CURVE DESCRIPTION O Ld w U J W J W OF VERTICAL CURVE FACE OF CURB FC FINISH CONCRETE R/W RIGHT-OF-WAY - - D J O TAPER NUMBER FOR TAPER DESCRIPTION W CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY �cl --- - D W II > O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. 0 FURNISH &INSTALL SU VEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE lL GUTTER LIP TO A DEPTH OF 12"' 4. J EXISTING SURVEY MONO ENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. J z J> W 'J A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' - TO BE COMPACTED TO 95% RELATIVE J J BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED O COMPACTED O.G. >' FURNISH & INSTALL S EET NAME SIGN PER C.O.B. STD. T-1. s SEWER -REFER TO SEWER &STORM DRAIN PLANS � Li AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH Li W DENSITY PER C.O.B. STD. ST -9. LU FURNISH &INSTAL ME 0 STREET NAME SIGN PER C.O.B. STD. T-1. S U- a Li W CONSTRUCTION OF ADJACENT UNIT. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS OO G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. � CAL -TRANS TYPE IV ARROW 8 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS O PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. -o- FURNISH &INSTALLS EET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. � LEFT OR RIGHT AS APPLICABLE O Y p0 0 O SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. p = 0 O 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. E- FURNISH & INSTALLSTREET N m OW J li 0 O m "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN m If m O c0 ...� ....�... TRACT BOUNDARY u) t O� m ± w SECTION DESIGNATI N: c0 + 2 60i +W N + PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTI LETTER + m d+, �+ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD BE CHANGED, A REVISED STRIPING PLAN �7 PPROXIM TE EXIS NG PER C.O.B. STD. ST -4. CONDITIONS �Q w NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED N ``' '- 2 d Qa WITH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. >� Uro SHOWN w ALL PERMANENT STRIPING &PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND w� >� �o aocn TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS � N cd cn STANDARD SPECIFICATION 8010-21C-19 cn z o w cn - _ _ - -m cn _c� Ln _ - - - - - - - S= 0.26% S=0.26 � P o � FLOWU E Lo M Lo M to M >>> W W W aaa ' �F N M 356 352 348 344 340 336 12+00 13+00 14+00 15+00 16+00 L)N r r �1-•S ptt4t.� LAOt` 3 OtjLY 0 336 12+00 13+00 12+00 13+00 \ 0 mQU, o LEGEND: CONT. LEGEND: (CONT.1 CONSTRUCTION NOTES: NOTES: DRAIN, SEE SEWER AND LEG N ; o ; O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM a u) F_ o R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE Z J m STORM DRAIN PLANS FOR DETAILS. F.L. ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE � "R1-1' -STOP "Wi-1" -CURVE ARROW W31(CA) -END ' " " rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - "B" C.L. ELEV CENTERLNE ELEVATION Bvc BEGIN VERTICAL CURVE EVC END VERTICAL CURVE W R4 -T -KEEP RIGHT "R6-1" - ONE WAY AW3-3A - SIGNAL AHEAD "R5-1" AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT z CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL U PAVEMENT TO BE 0.30' TYPE A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BCR BEGIN CURB RETURN PI POINT OF INTERSECTION - DO NOT ENTER W3-1 - STOP 'R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IC FURNISH & INSTAL_ INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R' -RIGHT TURN ONLY "W14-2" - NO OUTLET U) m O 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 a 'R81(CA)" -BIKE LANE "Wt -7" -DOUBLE ARROW3s igs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT EC END CURVE TC TOP OF CURB W "R7-9" - NO PARKING/BIKE LANE 'W1-6' - SINGLE ARROW S TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE J 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 U Oj CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.O.C. OF VERTICAL CURVE FACE OF CURB FC FINISH CONCRETE R/W RIGHT-OF-WAY - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O 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 �cl --- - D EXISTING STORM DRAIN - REFER TO, SEWER & STORM DRAIN PLANS O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. 0 FURNISH &INSTALL SU VEY 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" EXISTING SURVEY MONO ENT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26 BOTTOM WIDTH DRIVEWAY W/3' WINGS C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT Jv' A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' - TO BE COMPACTED TO 95% RELATIVE PER BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED O COMPACTED O.G. FURNISH & INSTALL S EET NAME SIGN PER C.O.B. STD. T-1. s SEWER -REFER TO SEWER &STORM DRAIN PLANS � U AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTAL ME 0 STREET NAME SIGN PER C.O.B. STD. T-1. S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS PISA =:I> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. � CAL -TRANS TYPE IV ARROW 8 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. -o- FURNISH &INSTALLS EET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. � LEFT OR RIGHT AS APPLICABLE STANDARD SPECIFICATION 8010-21C-19. 0 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. E- FURNISH & INSTALLSTREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. S' "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ...� ....�... TRACT BOUNDARY O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7• PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE w SECTION DESIGNATI N: AHEAD 'AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTI LETTER •• •• UNIT BOUNDARY , EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD BE CHANGED, A REVISED STRIPING PLAN A PER C.O.B. STD. ST -4. CONDITIONS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED N SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 2 Quo WITH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. SHEET WHERE SECTION 1 SHOWN 00 ALL PERMANENT STRIPING &PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND �o TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. L)N r r �1-•S ptt4t.� LAOt` 3 OtjLY 0 0 J N \ 0 mQU, o 0 0 o ; Z w m a u) F_ o 0 w I f- w � a Z J m W � i 1a J U a��r m o W W U z O U Q } J J CL mQU, o Q � w z z O u) F_ W o f- w � a Z J 1a J U a��r w H W z co z Q Q U o_ g U) m Y z U a > q W o o W S J 0 a U U Q N F �cl c� z Jv' m Q O � U w D � 0 �� w w ^o o H N Quo 00 �o i W W 11 N rTT-. �r I G L CL o Q � w z z O 0 W o f- w � a Z J 1a J x a��r V H W z W co z Q Q U g m m z U a q o o J 0 a U Q i W W 11 N rTT-. �r I G L OXFORD HILLS DRIVE 10 SEE SHEET 2 II J 30' 30' SAMUELSON F- J STREET 20' 20' NUMTA N SEE SHEET 4 UMT 5 --- -- �� ( - I 30' 30' 1 C.3" , vj 20' 20 40 u: I O O ' 1 00 10 00 5 9 ++50 51 y� I 1 O O + N N 356 352 348 344 340 IM 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 500.00' 242.53' 123.70' 27'47'29" 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' 6624'14" 7 480.00' 197.68' 100.26' 2335'46" 8 520.00' 166.63' 84.04' 18'21'37" 9 30.00' 47.31 30.19' 90'21'29" 10 30.00'47.12' 0 I! v 30.00' 90'00'00" 356 352 348 344 340 IM 3 r I Q - o� M I � 634L2 c3 w I C Q d -i w N o cn LU C'4 p W o Cn Cn N m C~i� v' CD p" LOro J °° z w V 00 Z M W O \ cn o 3 I 0 I! v = O � 00 M U 1 1 I CL INTERSECTION 1 0 Ill (!1 O > J o o o i N00'57'13"E ao 12+00 `V 300.00' W O STA. 13+00.00 C.L., FARMINGTON Vi o J O _ -� - rh C�l LO.N - w STA. 15+06.49 C.L., SAMUELSON ST. + O O W s 8" EWER o s N APPROXIMAlE - - - - - EXIS11 GROUND 1 CENTERLINE � O N a 0 • 8 ® ENTERLI E W 3 . I CJ Cal uj N i i --- - -- - v � U p (n 2 L J R/W S=115% 1.1 J CA Z �I I S 0.25% o / W S 0.25% L] QN r � u W N a o 2 4-LLJ o POSED E ST O CD }00 lo}oo J> W PR N o_ FLOMJNE 1 O} v W I o Cri I Q^ o I Cri Q 6w+ FL o o to 00 z 'p 5' j � 7 L� +� Lu 5Q±�� <L li 4 i,,, -j w J m I aaa w J-� W J tf') w 5'� _ -- --- �� x pc d 4 1 b 1s d i-1 c� Cn d I �_ �' V) -' J C 3� `M 30' 30' 1 co CD x I oo `n1 W I� CN 0000 20' I 20' 1 ¢ M ri oo I C) C) o o Q st •�' ++(0Q0UNT 0 Q NN SAMUELSON MEN 0 O M Ci +JN co O STREET O 0 i,; U, Cq ¢ d SEE SHEETS 4 & 5 C6 v~i cn 0 FARMINGTON WAYYEN ill 11111111111111111 1 O N IMP SCALE: 1" = 50' HORIZONTAL m± 1" = 5' VERTICAL 356 352 348 344 340 IM 11+00 W4 356 352 348 12+00 IM 356 352 348 344 340 13+00 u co r d Q 000 n � o� M M � M d CC Wo cn LU v F -W W o LULL Z w 0110 Od LOro J V M W O W o 40 Il I� 0 I! v = O � � M M U 4O O go �t Ill (!1 O > J Z o o i C5 W O J o J O W M rh C�l LO.N tD w + O O W O EXISTING LO + N APPROXIMAlE EXIS11 GROUND N CENTERLINE a 0 • GROUND ® ENTERLI E W W . IQ- CJ Cal uj N i i --- - -- - v � U p (n W L J S=115% 1.1 J CA J� �I W S 0.25% W S 0.25% r S= SIMONE 4-LLJ o POSED E ST J J> W PR POSED ST FLOMJNE I.i W W FL INE Www � L� li J <L li > i,,, -j w J m aaa w W W J tf') w _ W J 4 d 4 ch:w ^ M `M co CD ^o W CN ¢ M 11+00 W4 356 352 348 12+00 IM 356 352 348 344 340 13+00 3401 1 11+00 12+00 356 352 348 344 13+00 n O Q UNF 5 O W z �`� 0o M EE S ROAD o N U� 3 N SEE SHEET 15 tP rn C� o J'a`y n \ N ¢ c3ti 1w vv l-� IJ c3 ti oZCn�y � y� t� -iJ i w r)M w J O 00 ` 32 31 �4 m �� I� 3 IL� 2 Tu- 1 00 I I l �.S x x �� �- W CV cV '`� O U of O r� O ,..� rn ^ ^ �" I CXx N, �cMoo coo �d w oo n: ro s x cr. \ + Q N Q ++ �> N ++ >_ 06 r 6 ++ Q Q I V. -VA%5T 0'� 6, •o c,� n N v y o Z r�i o Q a Q co Z J ♦ O o , �� w N NN IN + MO I� 3. cp I� O d•d• �t O I 0�6,�02 Cr♦. 6.O > ��I w �� I� w+ 1�w+ of N �� -Alp p � �' moo` + m � o a � �-►- Q � I-� d a � � �� w (" Y m I I G 90 z. tC� NW Y� ~ Q Q -ri co C� N la.l N (n D N N N O Q N D Q LD N N z U I- I I z F-►- t- U vo 0 0 �c \ o cn cn R/W-� n - I 33 so \ `� �� - 9 X I I CL INTERSECTION �''®®o r �� 8 "SEWER 1 8" SEWER w I STA. 15+11.59 C.L., FREEPORT WY.= •0 s ' s STA. 18+13.07 C.L., MCKEE RD. ST Qj� _ �-- - " - ANOO*7'13"E- - - - I INSTALL W1-7 q '9" F q ■ _ " 005713 E 14+Do 202.19' 5+ f WITH OM1 -3 MARKER �S S y 2 5 g SS R- 2_ 7 1 t2+o018 DRAIN 66.87 13+0o 3 M o 61t 8 I " S0o RP\N 7 ■ O 3 I - 3 I t - EXIST. R/W ly 9 �'Flyq 8 F\ i PSN �a 3I 2 10 x i xg y y �g �R 2 Q � n n a a 34 eg ��� 0-1 _j N W II 34. 4 O�P�� < w a ro a o �' I N o0 o cN 'X _civ I I t ' R/W 3 O � i4 CV C1 C7 Z C� 5O O = I O i I INTERSECTION/B.C. N63'09'44"E RAD. 1 O p- 5 ,00' + N N I N N Z STA. 10+00.00 C.L., FREEPORT WY.= 1 6 �' + Z ^ �, �5 I J J _ v l STA. 10+00.00 C.L., SAMUELSON ST. 634K3 45 Go U -; J a 30' 1 30' 1 1 48' I ' u r M �' ` w c~i� a 20' 20' a rn rn 45' I I R/W I z II II p co } M rn N C4 Cr of I Cr ai un uC 1 w % ¢ <o rh to co co <r .t 34 I 1 3. r= z ,n o r7� ++ ++ ++ d sl _ _ _ N o o � o o " M o ± _ ++UMT 3 NN NN MAINE AVENUE M� �� McKEE ROAD STA. 9+12.35 F.L. rn I 0R o M o 'n m 0 � P SEE SHEETS 3 & 5 SEE SHEETS 15 & 16 P.R.C. °0 a0 N , M ¢ N N M> F- m V QQ Cj QQ �j QQ C5 _ W z d STA. 9+43.70 C.L., 45.46RT.= 3 5' 3 z -' -' > w o cn z iQ w U) to m U) N w v) cn m t i N Li STA. 8+96.55 F.L.3 5 5' I (j u: N �'- N rn a w _j N B.C. M rn N rn Q Q� Co W 30' 3°' ' ^" ^ �� m���J FREEPORT WAY STA. 9+37.67 C.L, 57.951% 1.= `t co '"� d a w 1 00 N Md =: +-} N STA. 8+82.85 F.L. I 20' 20' 0 0 0 0+ � o 0 o Q w or ' C3 �" QQCXa SCALE: 1" = 50' HORIZONTAL SAMUELSON . � F- �,� ; ; Z o STREET 06 Nin a. (n (n 1" = 5' VERTICAL SEE SHEETS 4 & 5 50.00 FT. VERT. CURVE 100 356 352 348 344 340 9+00 00 r d Q 000 n � o� 00 � M d CC Wo cn LU v F -W W o LULL Z w 0110 Od LOro V M z o 40 Il I� 0 I! v = O J M U 4O O go �t Ill (!1 O > J Z o o i C5 W F O o J W M rh C�l LO.N tD w + AFPROXIMAlE O EXISTING > N GROUND ® CENTERLINE a • W >�M W W . IQ- CJ Cal uj N i i --- - -- - h (n W L J S=115% 1.1 J CA J� �I W S 0.25% W r O SIMONE 4-LLJ PRC POSED E ST J J> W J J FLOMJNE I.i W W Www D � L� li J <L li � m aaa J tf') w _ W J _ _ ch:w ^ M 3401 1 11+00 12+00 356 352 348 344 13+00 n O Q UNF 5 O W z �`� 0o M EE S ROAD o N U� 3 N SEE SHEET 15 tP rn C� o J'a`y n \ N ¢ c3ti 1w vv l-� IJ c3 ti oZCn�y � y� t� -iJ i w r)M w J O 00 ` 32 31 �4 m �� I� 3 IL� 2 Tu- 1 00 I I l �.S x x �� �- W CV cV '`� O U of O r� O ,..� rn ^ ^ �" I CXx N, �cMoo coo �d w oo n: ro s x cr. \ + Q N Q ++ �> N ++ >_ 06 r 6 ++ Q Q I V. -VA%5T 0'� 6, •o c,� n N v y o Z r�i o Q a Q co Z J ♦ O o , �� w N NN IN + MO I� 3. cp I� O d•d• �t O I 0�6,�02 Cr♦. 6.O > ��I w �� I� w+ 1�w+ of N �� -Alp p � �' moo` + m � o a � �-►- Q � I-� d a � � �� w (" Y m I I G 90 z. tC� NW Y� ~ Q Q -ri co C� N la.l N (n D N N N O Q N D Q LD N N z U I- I I z F-►- t- U vo 0 0 �c \ o cn cn R/W-� n - I 33 so \ `� �� - 9 X I I CL INTERSECTION �''®®o r �� 8 "SEWER 1 8" SEWER w I STA. 15+11.59 C.L., FREEPORT WY.= •0 s ' s STA. 18+13.07 C.L., MCKEE RD. ST Qj� _ �-- - " - ANOO*7'13"E- - - - I INSTALL W1-7 q '9" F q ■ _ " 005713 E 14+Do 202.19' 5+ f WITH OM1 -3 MARKER �S S y 2 5 g SS R- 2_ 7 1 t2+o018 DRAIN 66.87 13+0o 3 M o 61t 8 I " S0o RP\N 7 ■ O 3 I - 3 I t - EXIST. R/W ly 9 �'Flyq 8 F\ i PSN �a 3I 2 10 x i xg y y �g �R 2 Q � n n a a 34 eg ��� 0-1 _j N W II 34. 4 O�P�� < w a ro a o �' I N o0 o cN 'X _civ I I t ' R/W 3 O � i4 CV C1 C7 Z C� 5O O = I O i I INTERSECTION/B.C. N63'09'44"E RAD. 1 O p- 5 ,00' + N N I N N Z STA. 10+00.00 C.L., FREEPORT WY.= 1 6 �' + Z ^ �, �5 I J J _ v l STA. 10+00.00 C.L., SAMUELSON ST. 634K3 45 Go U -; J a 30' 1 30' 1 1 48' I ' u r M �' ` w c~i� a 20' 20' a rn rn 45' I I R/W I z II II p co } M rn N C4 Cr of I Cr ai un uC 1 w % ¢ <o rh to co co <r .t 34 I 1 3. r= z ,n o r7� ++ ++ ++ d sl _ _ _ N o o � o o " M o ± _ ++UMT 3 NN NN MAINE AVENUE M� �� McKEE ROAD STA. 9+12.35 F.L. rn I 0R o M o 'n m 0 � P SEE SHEETS 3 & 5 SEE SHEETS 15 & 16 P.R.C. °0 a0 N , M ¢ N N M> F- m V QQ Cj QQ �j QQ C5 _ W z d STA. 9+43.70 C.L., 45.46RT.= 3 5' 3 z -' -' > w o cn z iQ w U) to m U) N w v) cn m t i N Li STA. 8+96.55 F.L.3 5 5' I (j u: N �'- N rn a w _j N B.C. M rn N rn Q Q� Co W 30' 3°' ' ^" ^ �� m���J FREEPORT WAY STA. 9+37.67 C.L, 57.951% 1.= `t co '"� d a w 1 00 N Md =: +-} N STA. 8+82.85 F.L. I 20' 20' 0 0 0 0+ � o 0 o Q w or ' C3 �" QQCXa SCALE: 1" = 50' HORIZONTAL SAMUELSON . � F- �,� ; ; Z o STREET 06 Nin a. (n (n 1" = 5' VERTICAL SEE SHEETS 4 & 5 50.00 FT. VERT. CURVE 100 356 352 348 344 340 9+00 10+00 356 352 348 344 340 10+00 11+00 12+00 13+00 14+00 11+00 12+00 13+00 IR EL1��Z�7 356 352 348 344 00 r d Q 000 n � o� 00 � M d CC Wo cn LU v F -W W o LULL Z w 0110 Od LOro V M z o 40 Il I� 0 I! v = O O � U go �t Ill (!1 Y Z o o i U 0 F o J W M rh C�l LO.N w < O > Cn r J W >�M W W J W h (n W L J 1.1 J CA J� �I W W W r O SIMONE 4-LLJ J J> W J J I.i W W W D � L� li J <L li � m J tf') w _ W J _ _ ch:w ^ `M co CD ^o W CN ¢ Cn 0 ri � FW Z o o Q st •�' 0 0 MEN 0 O M Ci +JN co O tD O 0 Cq 0 O N IMP O m± O \ 6 U (3 asU �� C5 v ¢ U -mom MAMMONISM! m m cn a: > rQ-ow IQ- . < °= c loom uj V) GROUND 0 CENTERLINE MIN!, n: cn cn a: 11111 110 S=O. S=0.25% S= 0.26% S=0.29 ME MEMENIN O O O MEN I PR11POSED W EST M M d^ r7 Ell 11 110 > j J > J J w W w a � N d• M 10+00 356 352 348 344 340 10+00 11+00 12+00 13+00 14+00 11+00 12+00 13+00 IR EL1��Z�7 356 352 348 344 LEGEND: LEGEND: (CONIJ LEGEND: ,(CONT. CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT LINEO 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 "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 O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 3 ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-" - SIGNAL AHEAD 2. MCKEE ROAD & MOUNTAIN RIDGE ROAD - " " IR FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R5-1 - DO NOT ENTER "W3-1 -STOP AHEAD 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 Ic FURNISH &INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A$8A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" -RIGHT TURN ONLY "W14-2" - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "WI -7" - DOUBLE ARROW TC3 Tgs Tg6 FURNISH & INSTALL SPLICE BOX FOR IN1ERCONNECT 40 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 "WI -6" - SINGLE ARROW TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY OF VERTICAL CURVE FC FINISH CONCRETE _ _ 01 CURVE NUMBER FOR CURVE DESCRIPTION 05 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ENGINEER/DESIGN ENGINEER. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY O OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED -- O EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 1 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 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. 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 PERCONC.O.B.26' BOTTOM WIDTH DRIVEWAY W/3' WINED) INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH & INSTALL STR'ET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C..B. STD. ST -4. (UNLESS OTHERWISE NOTED) O BOUNDARY OF TR CT 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. SID. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. �- FURNISH & INSTALL STR ET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �n CAL -TRANS TYPE IV ARROW5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LEFT OR RIGHT AS APPLICABLE PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS gO PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. � FURNISH & INSTALL STR ET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21 C-19. TRACT BOUNDARY "stop" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATTO•: O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LETTER UNIT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE `- - A -- 2 SHEET WHERE SECTION IS OWN PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE J' EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PER C.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 ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 356 352 348 344 15+00 0qj2.71tfo L4 n- 4.S osic� 04-d"'- ujtT 3 ol.icY VNrf-s 1,2E R D D a I �f k rn O r7 M Q -'I oz00' U Ill "t l z O� 1 Q w Q W00 U wcfl o E N af w Y /Q W Q 0 z r d Q o� f- c� � w �O CC Wo cn LU v F -W W o LULL Z w 0110 Od V z o 40 Il I� 0 I! v = O O � U go (� Ill (!1 Y Z o o i U 0 F o J W 0 U = w < O U Cn r C, Z (n �I m r O SIMONE w � D � w cnco No w ch:w co CD ^o FW N D 0 0 MEN 0 0 IMP -MIN -mom MAMMONISM! loom MIN!, IN 11111 110 ME MEMENIN IN MEN I Ell 11 110 0101 LEGEND: LEGEND: (CONIJ LEGEND: ,(CONT. CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT LINEO 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 "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 O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 3 ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-" - SIGNAL AHEAD 2. MCKEE ROAD & MOUNTAIN RIDGE ROAD - " " IR FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R5-1 - DO NOT ENTER "W3-1 -STOP AHEAD 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 Ic FURNISH &INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A$8A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" -RIGHT TURN ONLY "W14-2" - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "WI -7" - DOUBLE ARROW TC3 Tgs Tg6 FURNISH & INSTALL SPLICE BOX FOR IN1ERCONNECT 40 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 "WI -6" - SINGLE ARROW TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY OF VERTICAL CURVE FC FINISH CONCRETE _ _ 01 CURVE NUMBER FOR CURVE DESCRIPTION 05 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ENGINEER/DESIGN ENGINEER. F.O.C. FACE OF CURB R/W RIGHT-OF-WAY O OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED -- O EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 1 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 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. 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 PERCONC.O.B.26' BOTTOM WIDTH DRIVEWAY W/3' WINED) INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH & INSTALL STR'ET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C..B. STD. ST -4. (UNLESS OTHERWISE NOTED) O BOUNDARY OF TR CT 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. SID. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. �- FURNISH & INSTALL STR ET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �n CAL -TRANS TYPE IV ARROW5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LEFT OR RIGHT AS APPLICABLE PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS gO PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. � FURNISH & INSTALL STR ET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21 C-19. TRACT BOUNDARY "stop" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATTO•: O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LETTER UNIT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE `- - A -- 2 SHEET WHERE SECTION IS OWN PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE J' EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PER C.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 ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 356 352 348 344 15+00 0qj2.71tfo L4 n- 4.S osic� 04-d"'- ujtT 3 ol.icY VNrf-s 1,2E R D D a I �f k rn O r7 M Q -'I oz00' U Ill "t l z O� 1 Q w Q W00 U wcfl o E N af w Y /Q W Q 0 z r d Q o� f- c� � w �O CC Wo cn LU v F -W W o LULL Z w 0110 Od V z o 40 Il I� 0 I! v = O O � U go (� Ill (!1 Y Z o o i U 0 F o J W 0 U = w < O U Cn r C, Z (n J m r O w � D � w cnco w ch:w co CD ^o FW N D 0 0 0 0 z r d Q o� f- c� � w �O CC Wo a LU v F -W W o LULL _1"- 0110 Od X z 40 Il I� 0 I! v = O � H go (� Ill Z Z o o � 0 F o J 0 U w < r iIL 11 11 AINE AVENUEo o McKEE ROAD SEE SHEET 3 N �� N SEE SHEET 15 20' 20' (3 v 45' } 0o I 360 356 352 348 344 10+00 PANDALE WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE 348 348 CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 30.00' 47.12' 30.00' 90100'00" 3 30.00' 47.36' 30.24' 90'27'14" 4 30.00' 46.89' 29.76' 89'32'46" 5 35.00' 27.13' 14.29' 44'24'55" 6 42.00' 98.53' 99.95' 13424'55" 7 42.00' 197.06' 42.87' 268'48'50" 360 356 352 348 344 10+00 PANDALE WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL UNTIILI 348 348 5 I o MOUNTAIN rnrn I 34 { RIDGE DRIVE SEE SHEET 10 -j� ,� o ad'' 3 � I o0 ++ oo 39 ,, 7o Cd 06 MM +± I N Mj -4-i J v� { 1 I _.... .-. FOR SEWER AND STORM DRAIN, SEE SEWER AND 16 T FLOWLINE NI wCD 634J2� uj z J``' j 3 aQ 0-3332 O L) M W I "R4-7" - KEEP RIGHT "W31 CA " - END ( ) "R6-1" "W3-3" w FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT >W M j to J 6-811-1 _ r o{ M W W -ONE WAY -SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" -STOP AHEAD 00 W J W O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W W W N W J M 0 PRC POINT OF REVERSE CURVATURE j W W z�\ W R/W 2 M 1 ti Y m { M Lo M -T L` FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT M CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC - J TC TOP OF CURB 3 � Z ou :2.<{ o>: W O PIVC 3 1 TP TOP OF PAVEMENT p R7-9 - NO PARKING/BIKE LANE - SINGLE ARROW 2 W W yof { I Z�P/0 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB --- -- _ _ 0 ( + I 0 0 I 1 o+ O J U- > ui I I q INTERSE TION 1 d Ofcr, 1 N Ott+oo c6 i 12+00 + STA. 10+0).00 C.L., PANDALE WY.= Q ¢ m - " N00'57'13 E - FURNISH & INSTALL SURVEY - 202.19' g-1.43 " mi.,.T { CL INTERSECTION STA. 19+3 .70 C.L., MAINE AVE. U w d 1".600 v m u.i o CO C3 GUTTER LIP TO A DEPTH OF 12". AP ± STA. 12+02.19 C.L., PANDALE WY.= + d m i 1 - - PROPOSED -- m N _ W STA. 27+45.77 C.L., McKEE RD. GR 17 1 I� 3 S=0.511 -, N _ - - 3 W { -- --N Cl =-0.72 M to 0) � - - - - - - _ _- N 0 N3 0i k --n-rH 5. oR 0o C50 i - GR UND ® GRO IND ®C 2 R/W / j 2 ;� INSTALL W11-7 WITH IG ffao j 3 00 JW M > ¢ N ND ®C uj J .- N I , OM1 -3 MARKER W 7 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE N . 4sai-7- W 11 j -TRANS > C� cn zn a a --- --� J 01 ui U) W W o 0 EAST cr o �p Z Z w x w Z { - -- W W I oo Z ao M 4 0 N 3 8 4 o 4 > > SHEET WHERE SECTION IS { d N ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR d N 5' , J n co N M 48' M { , POSED WEST 18 1 30' 31 w 1 b,JL: -� � 45' u, 1 aaa 20' 20' o o OTHERWISE INDICATED. 34' w j w rn rn I uj W o co co I W I \ AINE AVENUE 0 0 + + McKEE ROAD E SHEET 3 & 5 r SEE SHEET 15 & 16 U M 41 NN m Fa--&Q- NN 360 356 352 348 344 10+00 PANDALE WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 356 11+00 �� UNTIILI 348 348 344 Co o _ M J MOUNTAIN HOLYOKE DRIVE N o M� o RIDGE DRIVE SEE SHEET 10 -j� ,� o ad'' N SEE SHEET 17 ABBREVIATIONS of -w ,, 7o I ULi 00 Z N Mj -4-i J v� JJ Uli Lo FOR SEWER AND STORM DRAIN, SEE SEWER AND 48' II 45' 45' T FLOWLINE min- a0 ME uj z J``' j 00 � tri 0-3332 O L) M W M "R4-7" - KEEP RIGHT "W31 CA " - END ( ) "R6-1" "W3-3" w FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT >W M j to J 6-811-1 _ r - J M W W -ONE WAY -SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" -STOP AHEAD 00 M W J W O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W W W N W J W PRC POINT OF REVERSE CURVATURE j W W J W J C> M 1 ti ty M Lo M -T L` FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT M CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC - J TC TOP OF CURB d M � J o>: W O PIVC POINT OF INTERSECTION OF VERTICAL CURVE TP TOP OF PAVEMENT p R7-9 - NO PARKING/BIKE LANE - SINGLE ARROW w W W ti WM W Z�P/0 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB W _ _ 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS + I W o+ O J U- > ui d 0 CA to W O d Ofcr, 1 c6 i W + EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS U Q ¢ m O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 FURNISH & INSTALL SURVEY �� g-1.43 " mi.,.T 00 00 vii 4i V U w d 1".600 v m u.i U) CO C3 GUTTER LIP TO A DEPTH OF 12". AP ± 5,2 + d m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FLOWLINE - - PROPOSED -- m N _ W s GR FLOWLINE 0% E m v' -i S=0.511 -, N =0% - - - - - 1=0.32 -- --N Cl =-0.72 M to 0) � - - - - - - - � N 0 � I'll — -— 0i k --n-rH 5. oR 0o C50 d - GR UND ® GRO IND ®C NTERLIN j FLOWLINE IG ffao j j 00 JW M > GR ND ®C uj J w uj J 25% M W 7 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE N . 4sai-7- W aaa j -TRANS > C� a a a J J �y>�yJJ J EXISTING STRIPING AND MARKINGS, TYPICAL W W J EAST 2 w w M M W W CONDITIONS BE CHANGED, A REVISED STRIPING PLAN FL M 4 4 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS 4 4 4 > > SHEET WHERE SECTION IS 360 356 11+00 �� UNTIILI 348 348 344 Co o _ M J MOUNTAIN HOLYOKE DRIVE N o M� o RIDGE DRIVE SEE SHEET 10 -j� ,� o ad'' N SEE SHEET 17 ABBREVIATIONS of -w ,, 7o I ULi 00 Z N Mj -4-i J v� JJ Uli Lo FOR SEWER AND STORM DRAIN, SEE SEWER AND 48' II 45' 45' T FLOWLINE min- ME uj z J``' o0 00 � tri 0-3332 `" ++ to 'n �n w w 34 34 co 15> � oo m 'd- LL: +�o I oz 12' S' 11 E) UNT [�lJ 30' -`�' � � � U + +cn @.P+"_ � Ii45 20 P wcncna �.�� d¢ o 0 11 I I, 634J " ��ow on (n U) 00 CD 0 o cncnz;�}Iic� z R/W _ 2 o 3 3 41 ,I E CL INTERSECTION CL INTERSECTION i 3 It I STA. 12+03.90 C.L., OYSTER WY.= 18" DRAIN 1 0 0 ,i STA. 29+87.30 C.L., MT. RIDGE DR. STA. 10+00.00 C.L., OYSTER WY.= 1I `m) 12+ It STA. 15+19.06 C.L., HOLYOKE DR. _ S_89'02'47"E_ _ 203.9_0' _ INSTALL Wt -7 WITH II I OM1 -3 MARKER 1 18" DRAIN 1 18" DR IN ; b o 8 cn w¢ { I I 1 M 0-1 z w 3 La w zm II , ILS acr R/W 12�-4 0 Co 1 n n , I� M 0r (o o v~i o It III �7 1 Z o o z, W zC� ,III 30' � 1 30' N 4O cosi � 20' 20' _ - cO 48 II �i 00 0 i 5' 1 v iu: v 45' _ 45' x 1 5' o o N N 34' 34' (II h _ _ �L� _ I ++ ++ I HOLYOKE DRIVE oo r� MOUNTAIN SEE SHEET 10 Qa RIDGE DRIVE WN N m V) U) SEE SHEET 17 360 360 356 356 352 352 348 348 344 12+00 OYSTER' WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 1 348 348 344 344 O Lo 00 0 10+00 11+00 12+00 O LEGENDL d Cn M LEGEND: (CONT.) M CONSTRUCTION NOTES: p ABBREVIATIONS ¢ �}M Lo j O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. Lo FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE min- ME uj co M cr- 00 � tri 0-3332 M M W M "R4-7" - KEEP RIGHT "W31 CA " - END ( ) "R6-1" "W3-3" w FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT >W M j McKEE ROAD & MOUNTAIN RIDGE ROAD J 6-811-1 _ r - J M M W -ONE WAY -SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" -STOP AHEAD 00 M W J W O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W W W N W w W W PRC POINT OF REVERSE CURVATURE j W iC J W J C> W 1 BEGIN CURVE ty M Lo M -T L` FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT M CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC - J TC TOP OF CURB d M � J o>: W O PIVC POINT OF INTERSECTION OF VERTICAL CURVE TP TOP OF PAVEMENT R7-9 - NO PARKING/BIKE LANE - SINGLE ARROW w W W SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY WM W Z�P/0 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB FC FINISH CONCRETE _ _ 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS + I W o+ < J U- J d 0 CA to W 0 U 2 d Ofcr, 1 OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED IaJ)f.111- i + + EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION ¢ m O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 FURNISH & INSTALL SURVEY �� g-1.43 " ® 00 00 mN 4i V U w 1".600 v m u.i U) CO C3 GUTTER LIP TO A DEPTH OF 12". AP ± 5,2 + d m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FLOWLINE - - - - - -- - -- - -- _ 51% s GR S=O. 0% E m v' -i S=0.511 -, N Q - - - - - - - - -- --N Cl BIKE LANE MARKINGS PER CAL -TRANS STANDARDS M ROXIMA -- co COO ;� Lo to SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROWO N PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. oR 0o rn d - GR UND ® C, C1 C, u) FLOWLINE IG ffao 00 00 00 M M M > GR ND ®C NTERLIN w 25% M A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE N . 4sai-7- - j j -TRANS > C� Lq J J �y>�yJJ J EXISTING STRIPING AND MARKINGS, TYPICAL W W J EAST 2 w w M W W W CONDITIONS BE CHANGED, A REVISED STRIPING PLAN FL 4 4 4 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS 4 4 4 > > SHEET WHERE SECTION IS OWN d N ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR d N d- J n co TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND M M PR POSED WEST STANDARD SPECIFICATION 8010-21C-19 OYSTER' WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 344' 10+00 360 360 356 356 352 352 1 348 348 344 344 O Lo 00 0 10+00 11+00 12+00 O LEGENDL d LEGEND: (CONT.) M LEGEND: (CONT.) M CONSTRUCTION NOTES: NOTES: ABBREVIATIONS ¢ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Lo j O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. M FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE min- ME uj co M cr- 00 � tri 0-3332 M M W M "R4-7" - KEEP RIGHT "W31 CA " - END ( ) "R6-1" "W3-3" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT >W M j McKEE ROAD & MOUNTAIN RIDGE ROAD 6-811-1 _ r - J M M -ONE WAY -SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" -STOP AHEAD W J W CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL F- z W W N W w W W PRC POINT OF REVERSE CURVATURE j W iC J W d C> W 1 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE M "R3 -5R" -RIGHT TURN ONLY - NO OUTLET :R81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW -T L` FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT J U' CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. J O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC - J TC TOP OF CURB d M � J o>: W -j L� PIVC POINT OF INTERSECTION OF VERTICAL CURVE TP TOP OF PAVEMENT R7-9 - NO PARKING/BIKE LANE - SINGLE ARROW w a W W SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY j w Z�P/0 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB FC FINISH CONCRETE _ _ 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS I o+ < J U- J mom CA to W 0 U 2 d Ofcr, N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED IaJ)f.111- + + EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION ¢ m O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.® g-1.43 " ® 00 00 O6 4i V 01 1".600 W No J CO C3 GUTTER LIP TO A DEPTH OF 12". AP ± 5,2 + d m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - - - - - - -- - -- - -- M --- s GR S=051% EN1ERll E m v' -i a N Q + NAME SIGN PER C.O.B. STD. T-1. s N > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AP ROXIMA EXISTTN -j ;� Lo to SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROWO cr c� PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. '-PROPOSED SOUTH d - GR UND ® co � � u) FLOWLINE J ffao 00 00 00 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. > SECTION DESIGNATION _.., MEMO w 25% M A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE N . 4sai-7- - UNIT BOUNDARY _j -TRANS IS TO GO FROM FLOWLINE TO FLOWLINE. C� Lq co N d EXISTING STRIPING AND MARKINGS, TYPICAL J J luLa J EAST 2 M 25% aaa PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN FL NE S=0.51% NOTE: 344' 10+00 360 360 356 356 352 352 1 348 348 344 344 11+00 I� n i J �!! a o0 OXFORD HILLS DRIVE __j UNT o SEE SHEET 2 00 5 d JJ 0 ri 23 30' 30' - o� 15 v J -1 J UL�J J 00 d' 1 20' 1 20 0 o J , J U w ILL 0000 P �� --- -- 5' 13 00 14 MM ,� ++ c • ,� ui x�A�,). >_ 1.0 00 0 0 0 + + i cyl, 3 �34K60�0oW+ I± w+ I r N��Wdd > 1 ? ad 1 ti'c 16 2 4 W v~i v~i o a T ot-- �� p� 1 Z� o0 1 �� 2 _ �' I� �' _R/W P.I./GRADE BREAK CL INTERSECTION , I z, 1 2 STA. 12+57.20 C.L.= STA. 10+00.00 C.L., RANGELEY CT.= a 5 1 STA. 12+86.97 F.L. LT.= STA. 13+21.64 C.L, OXFORD HILLS DR. I o 3 s 6" SEWER �'CD @N STA. 12+86.97 F.L., RT. ! _ _ _ STA. 12+86.97 F.L., LT. i N00'57'13"E +oo T 215.20' t2+00 I STA. 12+86.97 F.L., RT. 0 5' 40 3 j o ` 5 CTR. CUL-DE-SAC I o� STA. 12+15.20 C.L. 25 --4- - - ^�R/W 1 2 J J R/W 6 11 QN L� _j � 11 .i moi\ O 17 z w o '� o U- 9 uw o } o> o 0o 11 J F o N cn o ¢ co Lo ¢ cv °D °° N 2 O > o i o> ± 1 g N t- i o r' r' --- -- 5y� , JJ o ¢ =o d JJ o 30' I 3011 1] ' 1 U c` c� v~i ia- u~i v W J � 9L 0 26 i o0 1N MM N, �u:1gNIZI 20' 20' o o I ZE co i o ��% OXFORD HILLS DRIVE oo U NT 5 ± o Go SEE SHEET 2 0O 0O a% C3 QQ ++ U HF m l% U uj cn N cj� H< a V)V 360 356 356 352 352 348 -APPROXIMATE EXISTING GROUND 0 CENTERLINE 348 344 344 12+00 340 10+00 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL z 10+00 11+00 12+00 W 10+00 11+00 M O Lo 00 0 10+00 11+00 12+00 O LEGENDL d LEGEND: (CONT.) M LEGEND: (CONT.) M CONSTRUCTION NOTES: NOTES: ABBREVIATIONS ¢ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Lo j O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. M FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE POVC POINT ON VERTICAL CURVE J uj co M cr- 00 � tri 0-3332 M M W M "R4-7" - KEEP RIGHT "W31 CA " - END ( ) "R6-1" "W3-3" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT >W M j McKEE ROAD & MOUNTAIN RIDGE ROAD 6-811-1 _ r - J M M -ONE WAY -SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" -STOP AHEAD W J W CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL F- z W W N W w W W PRC POINT OF REVERSE CURVATURE j W iC J W d C> W 1 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE M "R3 -5R" -RIGHT TURN ONLY - NO OUTLET :R81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW -T L` FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT J U' CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. J O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC - J TC TOP OF CURB d M � J o>: W -j L� PIVC POINT OF INTERSECTION OF VERTICAL CURVE TP TOP OF PAVEMENT R7-9 - NO PARKING/BIKE LANE - SINGLE ARROW w a W W SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY j w Z�P/0 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB FC FINISH CONCRETE _ _ 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS I o+ < J U- J w CA to W 0 U 2 d Ofcr, N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED IaJ)f.111- + + EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION ¢ m O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.® g-1.43 " ® 00 00 O6 4i V IxCoW m o W J CO C3 GUTTER LIP TO A DEPTH OF 12". AP ± 5,2 + d m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - - - - - - -- - -- - -- M --- s GR S=051% EN1ERll E m v' -i a N Q + NAME SIGN PER C.O.B. STD. T-1. s N > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AP ROXIMA EXISTTN -j ;� Lo to SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROWO cr c� PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. '-PROPOSED SOUTH d - GR UND ® co � � u) FLOWLINE J ffao 00 00 00 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. > SECTION DESIGNATION _.., w w 25% M A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE N . 4sai-7- - UNIT BOUNDARY _j -TRANS IS TO GO FROM FLOWLINE TO FLOWLINE. C� Lq co N d EXISTING STRIPING AND MARKINGS, TYPICAL J J luLa J EAST 2 M 25% aaa PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN FL NE S=0.51% NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS .4 -Nd O > > > SHEET WHERE SECTION IS OWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR rfl DAYS PRIOR TO PAVING. J n co TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND 340 10+00 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 356 356 352 352 348 APPROXIMATE EXISTING GROUND � CENTERLINE 348 344 344 340 11+00 12+00 356 352 348 H Z 13+00 z 10+00 11+00 12+00 W 10+00 11+00 M 12+00 00 0 10+00 11+00 12+00 O LEGENDL d LEGEND: (CONT.) M LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS ¢ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Lo PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. M FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W1-1" - CURVE ARROW uj c M cr- STORM DRAIN PLANS FOR DETAILS. tri 0-3332 M M BVC BEGIN VERTICAL CURVE M "R4-7" - KEEP RIGHT "W31 CA " - END ( ) "R6-1" "W3-3" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT >W CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. j McKEE ROAD & MOUNTAIN RIDGE ROAD 6-811-1 _ r ELEV BCR M EVC END VERTICAL CURVE PI POINT OF INTERSECTION -ONE WAY -SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" -STOP AHEAD > CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL F- z W W s W ECR W PRC POINT OF REVERSE CURVATURE j W iC J W d W BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" -RIGHT TURN ONLY - NO OUTLET :R81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW -T L` FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT J U' CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. J O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC - J TC TOP OF CURB d M "W1-6" J Z W -j L� PIVC POINT OF INTERSECTION OF VERTICAL CURVE TP TOP OF PAVEMENT R7-9 - NO PARKING/BIKE LANE - SINGLE ARROW O1 a W W SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY j w Z�P/0 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB FC FINISH CONCRETE _ _ 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 0 0 cdm 00 < J U- J w CA to W 0 U 2 d � N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED IaJ)f.111- + + EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION ¢ + O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® 00 00 O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND IxCoW m W J CO C3 GUTTER LIP TO A DEPTH OF 12". AP ± EXISTIN, + d m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. O ui co o0 o 4. + v ¢ s GR UND ® EN1ERll E m v' -i a N Q + NAME SIGN PER C.O.B. STD. T-1. s N > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AP ROXIMA EXISTTN -j ;� FURNISH & INSTALL STRE T LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROWO cr c� PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. d -E�) d - GR UND ® ENTERU E m U) u) Lu ffao C3 U F- 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. > SECTION DESIGNATION _.., - S=0 25% 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE N . 4sai-7- - UNIT BOUNDARY _j -TRANS IS TO GO FROM FLOWLINE TO FLOWLINE. C� Lq co IR EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PROPOSED EAST 2 S=0 25% 0 N PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN FL NE S=0.51% NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED O > > > SHEET WHERE SECTION IS OWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR rfl DAYS PRIOR TO PAVING. J n co TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND PR POSED WEST STANDARD SPECIFICATION 8010-21C-19 W w W FLOWLINE STANDARD SPECIFICATION 8010-21C-19, UNLESS aaa OTHERWISE INDICATED. w j w uj W W W as M 360 356 356 352 352 348 APPROXIMATE EXISTING GROUND � CENTERLINE 348 344 344 340 11+00 12+00 356 352 348 H Z 13+00 356 352 348 344 340 13+00 topjtT '3 dN`y V ►� ►Ts I.2 d Wit, 1 0) O M M 0) a oz 0 U 14- z OLL- I Q J W Q W U ro co 2 J r W co .. N W Y Q m m< z 10+00 11+00 12+00 W 10+00 11+00 M 12+00 r 10+00 11+00 12+00 O LEGENDL d LEGEND: (CONT.) M LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS ¢ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: lA PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. Lf) FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W1-1" - CURVE ARROW uj c W cr- STORM DRAIN PLANS FOR DETAILS. � Lu 0-3332 M CENTERLINE BVC BEGIN VERTICAL CURVE M "R4-7" - KEEP RIGHT "W31 CA " - END ( ) "R6-1" "W3-3" 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 6-811-1 _ r ELEV BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION -ONE WAY -SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" -STOP AHEAD > CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL F- z PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER �F�Cp�F�`� s W ECR W PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOTA THROUGH STREET "W14-2" iC J t=� d W BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" -RIGHT TURN ONLY - NO OUTLET :R81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW -T L` FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT J U' CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC - J TC TOP OF CURB d M "W1-6" J Z W PER C.O.B. STD. ST -9. PIVC POINT OF INTERSECTION OF VERTICAL CURVE TP TOP OF PAVEMENT R7-9 - NO PARKING/BIKE LANE - SINGLE ARROW O1 a W W SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY j w Z�P/0 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB FC FINISH CONCRETE _ _ 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 0 0 cdm 00 F 00L J w CA to W 0 U 2 d � N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED IaJ)f.111- + + EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION ¢ + O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 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 O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. J CO C3 GUTTER LIP TO A DEPTH OF 12". AP ROXIMATE EXISTIN, EXISTING SURVEY MONUMENT d m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS o 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' v ¢ s GR UND ® EN1ERll E m v' -i a N FURNISH & INSTALL METROSTREET NAME SIGN PER C.O.B. STD. T-1. s N > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS U AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. � FURNISH & INSTALL STRE T LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROWO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS -E�) FURNISH & INSTALL STRE T LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. - W Cn _j 8 STANDARD SPECIFICATION 8010-21 C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. Lu ffao "STOP" MARKING PER CAL -TRANS STANDARDSINSTALL TYPE IN BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. > SECTION DESIGNATION TRACT BOUNDARY S=0 25% 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE W . 4sai-7- 6% UNIT BOUNDARY -TRANS IS TO GO FROM FLOWLINE TO FLOWLINE. C� Lq co IR EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PROPOSED EAST 2 h 0 N PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN FL NE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED O > > > SHEET WHERE SECTION IS OWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR r7 O DAYS PRIOR TO PAVING. J J -J TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010-21C-19 W w W STANDARD SPECIFICATION 8010-21C-19, UNLESS aaa OTHERWISE INDICATED. 356 352 348 344 340 13+00 topjtT '3 dN`y V ►� ►Ts I.2 d Wit, 1 0) O M M 0) a oz 0 U 14- z OLL- I Q J W Q W U ro co 2 J r W co .. N W Y Q m m< z 10+00 11+00 12+00 W 10+00 11+00 M 12+00 r 10+00 11+00 12+00 LEGENDL d LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ______________________ PROPOSED SAWCUT LIMIT LINE O1 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 "R1-1" - STOP "W1-1" - CURVE ARROW uj c W cr- STORM DRAIN PLANS FOR DETAILS. � Lu 0-3332 C.L. CENTERLINE BVC BEGIN VERTICAL CURVE � "R4-7" - KEEP RIGHT "W31 CA " - END ( ) "R6-1" "W3-3" 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 6-811-1 _ r ELEV BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI POINT OF INTERSECTION -ONE WAY -SIGNAL AHEAD "R5-1" - DO NOT ENTER "W3-1" -STOP AHEAD FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL F- z PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER �F�Cp�F�`� s IR ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOTA THROUGH STREET "W14-2" iC FURNISH & INSTALL INTERCONNECT CONDUIT t=� 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 - NO OUTLET :R81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW T�3 T�5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O4 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 "W1-6" co Z W PER C.O.B. STD. ST -9. PIVC POINT OF INTERSECTION OF VERTICAL CURVE TP TOP OF PAVEMENT R7-9 - NO PARKING/BIKE LANE - SINGLE ARROW O1 TR3=N0. 3 1 2 SIZE 1R5=N0. 5 SIZE 1R6=N0. 6 SIZE / CURVE NUMBER FOR CURVE DESCRIPTION O5 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3. Z�P/0 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.O.C. FACE OF CURB FC FINISH CONCRETE _ _ 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 0 0 ENGINEER/DESIGN ENGINEER. F 00L J R/W RIGHT-OF-WAY 0 U 2 � N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED IaJ)f.111- - - tt EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O 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 0 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 O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. J CO GUTTER LIP TO A DEPTH OF 12". 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 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" 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) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH & INSTALL METROSTREET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. � FURNISH & INSTALL STRE T LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROWO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS -E�) FURNISH & INSTALL STRE T LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE 8 STANDARD SPECIFICATION 8010-21 C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. Lu ffao "STOP" MARKING PER CAL -TRANS STANDARDSINSTALL TYPE IN BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. > SECTION DESIGNATION TRACT BOUNDARY AHEAD "AHEAD" MARKING PER CAL STANDARDS 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE W SECTION TTER UNIT BOUNDARY -TRANS IS TO GO FROM FLOWLINE TO FLOWLINE. C� EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 h 0 N PER C.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 O SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS OWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR r7 O 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 13+00 topjtT '3 dN`y V ►� ►Ts I.2 d Wit, 1 0) O M M 0) a oz 0 U 14- z OLL- I Q J W Q W U ro co 2 J r W co .. 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TYPE "M" MEDIAN tr CURB TO REMAIN/E.P. z `� �' ? N� M Q¢ ci NM av v �"'� �- I o5 �v v N wwm -4,- - - Q Vw - - PER TR. MEDIAN6758 �, ���° o���tie ��c e �UNMEDIAIT 4 R/W R N VI, A'A6Al�� E�'fSTC CURB REFER T IMPROVEMEN FOR ?4+00 25+ 10.30RT. 9'-10' ^ 150.59 TRACT 6758 FOR - - " - 32+78.31 i VARIES EE SHEET 18 CONTINUATION F ASHE I ROAD CONSTR CTION 1 33+33.31 5.17LT. 33+38.31 11 FOR SIGNAL TO THE SOUTH 6' 33+48.31 7.751-7. 33+53.31 8.30LT. BEGIN MEDIAN/ - - - UNI} - -- 00 - �... TRACT BOUNDARY MEDIAN Cly .L 7.00RT. 1 "' ^ `� "' 1 STA. 23+8528 T.C.=347.48 -_--�- SEE SEPARATE o V) _ W w PORTION OF EXISTING A.C. 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NO. 08-0963 u' liC C)1� Q ^^ co v' ( tri tri �w I p +{ I o + w �d o0 oo N + z o0 W -� zO ' I 3$' o N^ 0' 30 mw ci o m NN +CO z ++ a- tl r Z C) C) N PER CERTIFICATE oU ^� �rn I o to o OBD coB00 GOtn4 Q ui 2D' I 20' tn� p O' I ~ QQ ^� U ^^JW 1 1 NN N`r m ++ 1 fnO NN Z M� O O M O '-'O M l m ++ ++ +� , NM F NNQ� W W M 00 m ++04C4 C.9 th N MM N co co OCD NIS I C N N CD rD Z !- F•- II Q g J 11 W M M 3 + + II .- N N 00M ,- Cy" Oi t7i MM �� w to TtiORTON AVENUE z �� o =tern Q �� �' ��row z �� z 1<-v add Z� ""`' w moo•' z " +ao, o ++ OF COMPLIANCE FILED AS t -z ++ ++ McKEE ROAD v N N N 1n SEE SHEET 7 w cn to + m i 5 Q to cn a (n l- m V V o Q a d w 1-1- MM .- r> r> M M 1-1- - 2 cn� Ntnzo Mr7 z NN QQ U Q QQ Q a0^ tY N w� m cnF= QQ O M n N MM ' Z �� SEE (CONSTRUCT TR Q da W c� � UMT Q Q z I -i- m cntn DOC. NO. 0209001613 O.R. ( )vi ti> U 1-1- i5CU N r7 �� 2 ,- v) cn o .a cj o<< o c� d a v a d 06 rn to a6 to t 2 g I u k z 1- Z �-1- WITH UNIT 3 N ASHE R Q A D (NOT A PART) mw F-1- 1--1- �T � U� U r W to H W /!> N W m N to to to to �� m rn 1= co (n -1 STA. "A" P.R.C.-MEDIAN STA. "B" CENTER -60.00' RAD. -MEDIAN , (UNIT 4 CONSTRUCTION) 0 STA. 25+37.13, C.L. 6.61RT. STA. 25+72.60, C.L 55.00RT. T.C.=347.09' 360 356 352 348 344 (STA. 23+85.28 TO STA. 36+38.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 2 CONSTRUCT CONSTRUCT WITH UNIT 4 WITH UNIT 3 `° 360 CE ASHE (TRACT BO I I EXIST. PAVEMENT �! 1' TO REMAIN3i _ QI cn 1.95 -2 ' L r -' • EXIST. CURB XIST & GUTTER A.. DIKE T BE 00 25+00 PROPOSED MEDIAN CURB VARIES 0.04'-0.16' (TC DIFFERENCE) 1 1.75%2.00 26+00 0.45' A.C. PAVING 0.50' AGG. BASE 1.65' COMPACTED O.G. TO "R" VALUE - 67.4 95% MAX RELATIVE DENSITY. T.I. - 9.0 SECTION-ASHE ROAD A STA. 23+85.28 C.L TO STA. 27+37.60 C.L 4R SCALE 1"=10' HORIZ. 1"=5' VERT. 27+00 28+00 R/W 9 ASHE ROAD (TRACT BOUNDARY) I _I I , r I 2 PROPOSED �( BLOCK WALL Io SEE SEPARATE VARIES I VARIES w �\N WALL PLANS I z be. ( I i = EXISTING PAVEMENT - t � fr/ LANDSCAPES?/``f AREA EXISTING TYPE "M" 29+00 PROPOSED TYPE "M" MEDIAN CURB � 30+00 31+00 32+00 OFFSET FROI 32+48.31 R/W R 10.92RT. i5'-70' 10.69RT. 32+63.31 10.30RT. 9'-10' 9.75RT. 32+73.31 9.05RT. 32+78.31 i VARIES 7.17RT. ' 6.00RT. 33+28.31 6'-T I 33+33.31 5.17LT. 33+38.31 6.19LT. 33+43.31 6' 33+48.31 7.751-7. 33+53.31 8.30LT. 33+58.31 I <, 33+63.31 PROPOSED 33+68.31 9.00LT. W K ``' m J BLOCK WALL J (o w co to 0 cfl sok 2 SEE SEPARATE o V) _ 0 �p�- PLANS FOR Nel o W m O DETAIL 2% 0 5 2% I o � W0) = co [�:](AREA OTE: PROPOSED BLOCK f, ° oW LANDSCAPE WALL CONSTRUCTION END AT `STA. 32+20.61, C.L 69.5ORT. Q I6 W Cl rn M ti <N co <C o6 C5 ~ V)m cl)� V M oc,Oo N J UP a 0 a' 5 C Lu ^ UOrl. \Z M F I.- U W wrn�< W -' I a J >- O Z W Y U - Cl M >W �U W CU LL O ckl:a Ct Q N O W N W ClCl W N rn W to W W tract > UOJ O w W F� NCO m co CD ta O O �o M LoI J M si' d M w �1 4+J w Z 0LL of > f U i W a0 m w '- M m W J W O O 00 H Z + 4. I � .. J O M J Q J la. X ,+ O= M fY 4: J z m �I O Z O -j N� Q N Z W m cri W 00 W W to Q O It- 1- z_ ODI w Z Z IQ-- W fn (n m + W W M O+ m+ U' kC W to H N I 1 to m+ to N W cm M m _ < d Ir rQ aNf<l �a <� _ ----- - S=0.51% MG -- w m '�' z o ROUND 0 PENTERLI E _ _ - - - - _ -- S-0,56 ` m 30 - - -- -- -- SEE STREET ACT 67 8 -0.25% S. -0.897; S=0.51% S=-0.25 -- --- -- -- -- S=:0.25% S=0.30" W IMPROVEMENT PLANS- FT. OPOSED EAST _ W PO `- - o rn rn rn o �WIDT7 FL INE M 4 N M M M M M J W W t+l J I W G W W W w W < Q I M M { CE ASHE (TRACT BO I I EXIST. PAVEMENT �! 1' TO REMAIN3i _ QI cn 1.95 -2 ' L r -' • EXIST. CURB XIST & GUTTER A.. DIKE T BE 00 25+00 PROPOSED MEDIAN CURB VARIES 0.04'-0.16' (TC DIFFERENCE) 1 1.75%2.00 26+00 0.45' A.C. PAVING 0.50' AGG. BASE 1.65' COMPACTED O.G. TO "R" VALUE - 67.4 95% MAX RELATIVE DENSITY. T.I. - 9.0 SECTION-ASHE ROAD A STA. 23+85.28 C.L TO STA. 27+37.60 C.L 4R SCALE 1"=10' HORIZ. 1"=5' VERT. 27+00 28+00 R/W 9 ASHE ROAD (TRACT BOUNDARY) I _I I , r I 2 PROPOSED �( BLOCK WALL Io SEE SEPARATE VARIES I VARIES w �\N WALL PLANS I z be. ( I i = EXISTING PAVEMENT - t � fr/ LANDSCAPES?/``f AREA EXISTING TYPE "M" 29+00 PROPOSED TYPE "M" MEDIAN CURB � 30+00 31+00 32+00 OFFSET FROI 32+48.31 R/W R 10.92RT. i5'-70' 10.69RT. 32+63.31 10.30RT. 9'-10' 9.75RT. 32+73.31 9.05RT. 32+78.31 i VARIES 7.17RT. ' 6.00RT. 33+28.31 6'-T I 33+33.31 5.17LT. 33+38.31 6.19LT. 33+43.31 6' 33+48.31 7.751-7. 33+53.31 8.30LT. 33+58.31 I <, 33+63.31 PROPOSED 33+68.31 9.00LT. W K ``' m J BLOCK WALL J (o w co to 0 cfl sok 2 SEE SEPARATE o V) _ 0 �p�- PLANS FOR Nel o W m O DETAIL 2% 0 5 2% I o � W0) = co [�:](AREA OTE: PROPOSED BLOCK f, ° oW LANDSCAPE WALL CONSTRUCTION END AT `STA. 32+20.61, C.L 69.5ORT. 33+00 &GUTTER A 34+00 35+00 fL ASHE ROAD (TRACT BOUNDARY) I 0.45' A.G. PAVING -1 64' 36+00 356 352 348 344 340 MEDIAN CURB 1 TO REMAIN 0.45' A.C. PAVING -j 0.50' ALG. BASE "R" VALUE - 67.4 0.50' ALG. BASE 4 END NEW SIDEWALK CONSTRUCTION 2 T.I. - 9.0 < 0 STA. 32+20.61, C.L. 53.5ORT. 1.65' COMPACTED O.G. TO "R" VALUE - 67.4 95% MAX. RELATIVE DENSITY. 1.65' COMPACTED O.G. TO T.I. - 9.0 95% MAX. RELATIVE DENSITY SECTION-ASHE ROAD D SECTION-ASHE ROAD g STA. 33+68.31 C.L TO STA. 35+62.06 C.L 14R STA. 27+37.60 C.L TO STA. 32+20.61 C.L 4R SCALE 1"=10' HORIZ. SCALE 1"=10' HORIZ. 1"=5' VERT. 1"=5' VERT. LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS RI-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE Ol 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 VERTICAL CURVE "R1-1" - STOP "Wt -1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CENTERL1E BVC BEGIN TICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - ELEV ELEVA110 EVC END VER CAL 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 CUB RETURN PI POINT INTERSECTION R5-1 - DO NOT ENTER W3-1 - STOP AHEAD 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CUR RETURN PRC POINT REVERSE CURVATURE "R26(CA}" - NO PARKING "WI4-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN CU VE PCC POINT COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wi4-2" - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CUR TC TOP OF RB �R81(CA)" - BIKE LANE *Wt -7* - DOUBLE ARROW TR3 Toy T96 FURNISH & INSTALL SPUCE 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 AVEMENT R7-9" - NO PARKING/BIKE LANE WI -6 - SINGLE ARROW TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 'R3-7" - RIGHT LANE MUST TURN RIGHT SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY OF VERTICAL CURVE FC FINISH C NCRETE *R61-5" Qt CURVE NUMBER FOR CURVE DESCRIPTION 50 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. R61-5 -LEFT/RIGHT/THRU SIGN ENGINEER DESIGN ENGINEER. > F.W. FACE OF URB R/W RIGHT -0 -WAY ENGINEER/DESIGN 0.40 AGGREGATE BASE OVER 1.65 COMPACTED 1 TAPER NUMBER FOR TAPER DESCRIPTION /7013) TOP OF DIKE -- o 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 ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. Q FURNISH INSTALL SURVEY MONUMENT PERD.O.B. STD. ST -13. -" EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O GUTTER LIP TO A DEPTH OF 12". ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" Q EXISTING SURVEY MONUMENT PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7� BOUNDARY OF STALL W-31 TRACT I IF WITH ADJACENT UNITI�IS NOT CONSTRUCTED COMPARKER AT UNIT A.C. CTED 0 G'. TO BE COMPACTED TO 95%REGATE BASE OVER RELATIVE FURNISH INSTALL STREET NAME SIGN PERC.O.B. STD. T-1. CATCH BASIN -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. S SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. FURNISH INSTALL METRO STREET NAME SIG PER C.O.B. STD. T-1. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS �j CAL -TRANS TYPE IV ARROW O 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. t7- FURNISH INSTALL STREET UGHT-5800 LUM PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21C-19. QCAD CALTRANS TYPE VII ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. �- FURNISH INSTALL STREET UGHT-9500 LUM PER C.O.B. STD. ST -14 AS APPLICABLE, TO BE PAINTED INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. gC 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER., BARRICADE 'STOP* MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE �MION DESIGNATION:IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTION LET�R - TRACT BOUNDARY AHUD "AHEAD" MARKING PER CAL -TRANS STANDARDS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD UNIT BOUNDARY 10 CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS _ _ _ _ _I'Q1"' EXISTING STRIPING AND MARKINGS, TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN 2 - -DIKE- -DIKE- -EXIST. AC. DIKE ��-�-J�r _`TRIPIN� SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 QNOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS TEMPORARY STRIPING AND MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. SHEET ERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR 11 PER C.O.B. STD. ST -2 (REVISED 6-2-99). TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION ON SECTION 84, MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 ED. X2010 EDITION. _�_ -Awl- 27+00 � TAPER DATA NO. STATION OFFSET FROI 32+48.31 11.00RT. 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 7.051-7. 33+48.31 7.751-7. 33+53.31 8.30LT. 33+58.31 8.69LT. 33+63.31 8.921-7. 33+68.31 9.00LT. - STATION OFFSET FROM 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 63.02 33+48.11 63.38 33+53.11 63.65 33+58.11 63.84 33+63.11 63.96 33+68.11 64.00 TAPER DATA NO.O q STATION OFFSET FROM 27+37.60 5.00RT. 27+42.60 4.92RT. 27+47.60 4.67RT. 27+52.60 4.25RT. 27+57.60 3.67RT. 27+62.60 2.92RT. 27+67.60 2.00RT. 27+97.60 4.00LT. 28+02.60 4.92LT. 28+07.60 5.67LT. 28+12.60 6.25LT. 28+17.60 6.67LT. 28+22.60 6.921-T. 28+27.48 7.00LT. 0 I I BATCH EXISTING VN IT 4•S; OOL ©6 - o tr-�S L, ^! L I 3 D D Fill. A % 4 REVISIOv N L��U�� v ��� 3_lS�ls APPROVED BY - ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION c APPROVED BY: ARIAN SHAW C.E. IV DATE C.E. 32178 EXP. 12/31/16 0) 0 � CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.40' 30.28' 90'31'46" 2 30.00' 46.85' 29.72' 89'28'14" 3 60.00' 37.96' 19.64' 36"14'58" 4 2.00' 1.27' 0.65' 36"14'58" 0 I I BATCH EXISTING VN IT 4•S; OOL ©6 - o tr-�S L, ^! L I 3 D D Fill. A % 4 REVISIOv N L��U�� v ��� 3_lS�ls APPROVED BY - ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION c APPROVED BY: ARIAN SHAW C.E. IV DATE C.E. 32178 EXP. 12/31/16 0) 0 � � J J M o Q O Z 00 U of t5 � 0 W Z I H Go C w v w00 Wuj V '� -j �� J J (o w co to rn cfl < o V) _ N (If w m m Nel o W m O x 0 5 z 0 m � J J J a Z Q co � 0 W H Go C C'7 Wuj V '� O rn 012 < (n _ ; O z0 O a IGC O x W �U � W0) = co I - v - N oW Zco Q I6 W Cl rn M ti <N co <C 0 U C5 ~ V)m cl)� V M oc,Oo N J UP a 0 a' 5 C Lu wui �cn UOrl. F I.- U W wrn�< W -' I a J >- O Z W Y U - Cl >W CU ckl:a Ct Q W N W ClCl W N rn W W W W tract o^oZz W F� NCO CD O O �o M Z J a Z r co � H Go C C'7 Wuj V '� 012 < (n _ ; O a IGC O x W ~ W0) = co I - v - N CV Zco Q I6 W co M ti N co <C C5 ~ cl)� V M J a 0 a' 11 END A.C. DIKE REMOVAL/ of - W o Y BEGIN NEW E.P. W a ,,, Ofo STA. 9+87.13, C.L. 42.09LT Y w Y = ci E.P. ELEV. 1349.82' Q a d MATCH EXIST. _ _ Q x GRADE BREAK -� 2 1f b� } ``' K-N SHEET 18A FUTURE R/W z �ciN zo o� I E.P. GRA' BREAK - - - - - - - - - - �_- - - - _ _ -V - - a�,md,� C_u! U-- _- _-�--FUTURE R/W T 10+00.69 :� 28 74LT - - - - _ _ _ _ _ _ ``' Lu U `'w 4 ELEV. 349.80 _ O M - �. - _ -- NEW - - - - - - - �oM I ANGLE POINT NEW E.P. _ -� - --; -_ --- -+ _ -- -_-- - -_ _ z �- l STA. 10+30.00, C.L. io ^�.,� �•,�-- __- 4 -_ --�- -= a��-----=----------_ ------------------------ _-__- ------ --z z � � I iE.P. ELEV. 349.76' �1 ` UNIT ACT BOUNDARY u' "' ``' F/L �ui R/W PER TRACT 6757 STA. 16+63.43 C.LTR5 INSTALL Wi-7 WITH NEW E.P. 0, C.L- 11+00 89'02'46"E 12+00 I t3+o0 t4+00 yy3_1 15+00 16+00 17+0o tg+ OM1 -3 MARKER 19+00 20+00 140000. 2t+00 I 22+00 23+ j RIGHTS OF THE PUBLIC AS } i i 1 663.43' 49.64' .93' TO ANY P RTION OF THE LAND LUNG WI IN THE AREA 71111 INSTALL 2 - 3" _ TRAFFIC SIGNAL ,.� a' _ s s s s s s s s COMMONLY KNOWN AS ASHE ROAD I I CONDUIT EXIST. 15" SEWER _r_ 1 EXIST. 15" SEWER BEGIN NEW 1 4 I EXIST. 15" SEWER I 1 4 rn EXIST. 15" SEWER (COUNTY ROAD No. 199). I ^ I 1 © SIDEWALK (2 3 3 0 FUTURE 1 Rs. _ _ _ _ _ 1 5 HR DIIPAP TORE SIDEWALK - -- __-- � -- -- -- -- -- -- � --- _ _- -- - - 3 i 8 634H1- -- -- -- -- -- -- -- -- - -- -- _ 634G9 FUTURE SIDEWALK I I z \-R/W I (FUTURE) PROPOSED BLOCK WALL of W I I PROPOSED BLOCK WALLI 1 I 1 1 / PUMP ASSEMBLY / 364 FUTURE R/W �$' M SEE WALL PLANS FOR W II SDEEETAIL LL PLANS FOR W II I I DETAILS MAIS3TENANCE DOOR w o Q O �� o � III cA m U OT 1 M M I I I ao I Z I I I o I I I m I I I I M M { T1 _ _ I I II II I I I I I I I I EDGE OF PAVEME T U CONCRETE PAD _ -i /^ LLA. NO. 08-0963 o JJ _ 46 I 45 1 CONSTRUCTION U IT I�, JJ 6L.: � z �� 1 1 II III 1 50 i 49 I 48 i 47 I 91H UNIT 3 I EX. 6' HIGH CLF W/ v� 00 PER CERTIFICATE o �^ 00� III �5� II 1 v 1 REDWOOD SLATS z ,G,u r OF COMPLIANCE FILED AS 00 kiHi I I II 20� 20' 11 1 ( oo ( I I I I I I Pu P TO BE RELOCATED g, o \ MER rnrn a ++ m`o -- -- -� I I 1 1 ri�i 1 I 1 I I I NN DOC. N0. 0209001613, O.R, a ++ 1130' 30' 1 co co 1 PA EX. SEWER o+ o+ ,,, / lr `� co + + I I 1 UFT STATION (NOT A PART) ../II III moo i z cot -'-C) N I I II i I I I ¢ `�' `�' "' "' FREEPORT WAY EE SH ROAD FUTURE w �, �, UNT SEE SHEET 14R2 SIDEWALK SEE SHEET 12 `'' in v) STREET IMPROVEMENT PLANS 3 SEE SHEET 18R2 & 18A FOR STRIPING PLANS McKEE ROAD (UNIT 3 CONSTRUCTION) (STA. 10+00.00 TO STA. 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL O APPROXIMATE LOCATION z'* I OF EXIST. INTERCO NECT� v ) j CONDUIT O WQc) W' _ 1 J o O F -W - �C U + Q Q N Ljj \ } 5 W - +00 (f) Ljj L.Li %n C> cno I I Z M I M I JJI JJ 1 U 44 u� i -I D� 431 �- NN) I 00 I ¢ CV CV W O O W NNin I = NN I 0 Ntnl M NN I CURVE TABLE i 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' 30.00' 90'00'00" O APPROXIMATE LOCATION z'* I OF EXIST. INTERCO NECT� v ) j CONDUIT O WQc) W' _ 1 J o O F -W - �C U + Q Q N Ljj \ } 5 W - +00 (f) Ljj L.Li %n C> cno I I Z M I M I JJI JJ 1 U 44 u� i -I D� 431 �- NN) I 00 I ¢ CV CV W O O W NNin I = NN I 0 Ntnl M NN I 1 11+00 12+00 45'-61' q McKEE ROAD 1 1 Lai aJ I 4:1 MAX -1 EXIST. GRADE 2% r 13+00 X0.30' A.C. PAVING 9Y VALUE - 56.9 0.40' AGG. BASE T.I. - 6.0 0.80' COMPACTED O.G. TO 957. MAX. RELATIVE DENSITY. SECTION - McKEE ROAD c STA. 10+94.63 C.L. STA. 16+63.16 C.L. ( 15R SCALE 1"=10' HORIZ. 1"=5' VERT. 14+00 15+00 16+00 17+00 18+00 R/W 19+00 20+00 CE McKEE ROAD 21+00 22+00 { 6' 8' I f- I z z a I # I 0 6' CLu 3 I 11 z I { _ R 4:1 MAX 27. EXIST. GRADE 2% LANDSCAPE AREA i �= v, v �/�� v 'i w / vv,� r\ FUTURE SIDEWALK TO 0.30' A.C. PAVING CURB AND BE CONSTRUCTED W/ L 0.40' AGG. BASE GUTTER LOT 1 (LLA 08-0963) 0.80' COMPACTED O.G. TO •R" VALUE - 56.9 95% MAX. RELATIVE DENSITY. T.I. 6.0 SECTION - McKEE ROAD B STA. 16+63.16 C.L. STA. 24+00.00 C.L. 15R SCALE 1"=10' HORIZ. 1"=5' VERT. LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT UMIT UNE 1� CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWL1 E POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W1-1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CEN NE 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. ELEV ELENA ON EVC END RTICAL CURVE "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - " IR FURNISH & INSTALL IRRIGATION CONDUIT BCR BEGIN RB 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 RB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING 'W14-1' - NOT A THROUGH STREET is FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN RVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" -RIGHT TURN ONLY 'W14-2' - NO OUILET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END RVE TC TOP CURB "R81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW TR3 Tos T6 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. R7-9" - NO PARKING/BIKE LANE 'Wt -6" - SINGLE ARROW TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE 1R6=N0. 6 SIZE PIVC POINT INTERSECTION TP TOP PAVEMENT / > OF TICAL CURVE »R3-7"»- RIGHT LANE MUST TURN RIGHT 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. FC FINISH CONCRETE R61-5 - LEFT/RIGHT/THRU, SIGN O ENGINEER DESIGN ENGINEER. > FACE CURB R/W RIGHT OF -WAY OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED �OD TOP OF DIKE1 TAPER NUMBER FOR TAPER DESCRIPTION o 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 2L� -- 0 EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. Q FURNISH & INSTALL SURVEY MONUMENT P C.O.B. STD. ST -13. GUTTER LIP TO A DEPTH OF 12". 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" EXISTING SURVEY MONUMENT ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PER CUBTSTD. S4.(UNLESS OT-MDRIVEWAY OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNI &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS. AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH ��� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS DENSITY PER C.O.B. STD. ST -9. s SEWER -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. FURNI & INSTALL METRO STREET NAME IGN PER C.O.B. STD. T-1. CAL -TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS_ S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS LEFT OR RIGHT AS APPLICABLE ® PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. -cam- FURNI & INSTALL STREET LIGHT -5800 LIIMEN PER C.O.B. STD. ST -14. STANDARD SPECIFICATION 8010-21 C-19. SEWER MANHOLE -REFER SEWER &STORM DRAIN PIANS Q CALTRANS TYPE VII ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. FURNI &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. �� AS APPLICABLE, TO BE PAINTED INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 2CTI® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. \fJ9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE OP "STOP" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLO INE TO FLOWUNE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE ON DESIGNATION: .. .. .. TRACT BOUNDARY PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTION LETTER ��� "AHEAD" MARKING PER CAL -TRANS STANDARDS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD IL A - - - - - UNIT BOUNDARY Q 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS A REVISED STRIPING PLAN S, ` EXISTING STRIPING AND MARKINGS, TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, 2 - -DIKE- -DIKE- -EXIST. A.C. DIKE 2 SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN a NOTE: SEE CALTRANS`_r-+TTRRA•FFIC MANUAL N -FO DETAILS ALL TEMPORARY STRIPING MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR �� PER C.O.B. STD. ST -2 (REVISED 6-2-99). TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION ON SECTION 84, MARKING SHALL BE THERMOPLASTIC PER CALTRANS X2010 EDI110N. _ _STANDARDS FlCATION 0 SECTION TION 84, 2010 ED 23+00 LANDSCAPE AREA BEGIN SIDEWALK CONSTRUCTION UNIT BOUNDARY - S STA. 16+63.16, C.L. 360 356 352 0 344 340 24+00 ",,j IT 3 0NL'i REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: 95 IS'1 441 MAI N S AW C. IV DATE R.C.E. 32178 EXP. 12/31/16 m O M to rn Q o z u- 1 Q J uj w U 00 a:_� w co co o V) N LY_ w Y 4 m W w I0 qt 0 z J U) r m m c O U V_, dE � \ b � v- > o Q 0 m<NN z i o O O C z O "II' 2 Go o W N ui v zN _ O v) O_ U O O N n O � �Lu V W Y O S •- W {Uy� VJ W N U X V � O a r CD _ :z z � 01 cc CO VV 16 06 M M LV m z >- ¢ O Z 01 0 3u C> co o::¢ o a D O M M cw�w LAj 84azir co 0 o II N co .-- Q c0 O O �o M M? W J A W > j � W cn L':w W uaA I 00 �' W J Lu _ J LL:, W z O oo+ O ~ m'An-t-'i J co J N W W + d' Q I g G� � C~.>' CMO Q� + - CV O 1 i w oo h, °� + t� to LJ �- a n CO I I ¢ o(. ¢ :2 V•Z �' W� C�96n cn in U M GROgUND 0 C TERLN N11J2UN ``' 0° - - - - - - - - - - - _\ S=O. 1% S=X0.25% - - -- -- -- -- -- -------------- - S-.25% -� - -- - -- - -- -- -- fN m � - -- -- -- -- - __ _- -- --- _ S=-0.25 m ROPO SOUTH 00 °D Mto OWLINE FLOWLINE ' " O 1 J �J 'z M M M J 1 ' LLJ N W -1 W J W LL: W a d r' M 1 11+00 12+00 45'-61' q McKEE ROAD 1 1 Lai aJ I 4:1 MAX -1 EXIST. GRADE 2% r 13+00 X0.30' A.C. PAVING 9Y VALUE - 56.9 0.40' AGG. BASE T.I. - 6.0 0.80' COMPACTED O.G. TO 957. MAX. RELATIVE DENSITY. SECTION - McKEE ROAD c STA. 10+94.63 C.L. STA. 16+63.16 C.L. ( 15R SCALE 1"=10' HORIZ. 1"=5' VERT. 14+00 15+00 16+00 17+00 18+00 R/W 19+00 20+00 CE McKEE ROAD 21+00 22+00 { 6' 8' I f- I z z a I # I 0 6' CLu 3 I 11 z I { _ R 4:1 MAX 27. EXIST. GRADE 2% LANDSCAPE AREA i �= v, v �/�� v 'i w / vv,� r\ FUTURE SIDEWALK TO 0.30' A.C. PAVING CURB AND BE CONSTRUCTED W/ L 0.40' AGG. BASE GUTTER LOT 1 (LLA 08-0963) 0.80' COMPACTED O.G. TO •R" VALUE - 56.9 95% MAX. RELATIVE DENSITY. T.I. 6.0 SECTION - McKEE ROAD B STA. 16+63.16 C.L. STA. 24+00.00 C.L. 15R SCALE 1"=10' HORIZ. 1"=5' VERT. LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT UMIT UNE 1� CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWL1 E POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W1-1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. C.L. CEN NE 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. ELEV ELENA ON EVC END RTICAL CURVE "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - " IR FURNISH & INSTALL IRRIGATION CONDUIT BCR BEGIN RB 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 RB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING 'W14-1' - NOT A THROUGH STREET is FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN RVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" -RIGHT TURN ONLY 'W14-2' - NO OUILET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END RVE TC TOP CURB "R81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW TR3 Tos T6 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. R7-9" - NO PARKING/BIKE LANE 'Wt -6" - SINGLE ARROW TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE 1R6=N0. 6 SIZE PIVC POINT INTERSECTION TP TOP PAVEMENT / > OF TICAL CURVE »R3-7"»- RIGHT LANE MUST TURN RIGHT 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. FC FINISH CONCRETE R61-5 - LEFT/RIGHT/THRU, SIGN O ENGINEER DESIGN ENGINEER. > FACE CURB R/W RIGHT OF -WAY OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED �OD TOP OF DIKE1 TAPER NUMBER FOR TAPER DESCRIPTION o 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 2L� -- 0 EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. Q FURNISH & INSTALL SURVEY MONUMENT P C.O.B. STD. ST -13. GUTTER LIP TO A DEPTH OF 12". 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" EXISTING SURVEY MONUMENT ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PER CUBTSTD. S4.(UNLESS OT-MDRIVEWAY OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNI &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS. AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH ��� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS DENSITY PER C.O.B. STD. ST -9. s SEWER -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. FURNI & INSTALL METRO STREET NAME IGN PER C.O.B. STD. T-1. CAL -TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS_ S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS LEFT OR RIGHT AS APPLICABLE ® PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. -cam- FURNI & INSTALL STREET LIGHT -5800 LIIMEN PER C.O.B. STD. ST -14. STANDARD SPECIFICATION 8010-21 C-19. SEWER MANHOLE -REFER SEWER &STORM DRAIN PIANS Q CALTRANS TYPE VII ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. FURNI &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. �� AS APPLICABLE, TO BE PAINTED INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 2CTI® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. \fJ9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE OP "STOP" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLO INE TO FLOWUNE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE ON DESIGNATION: .. .. .. TRACT BOUNDARY PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTION LETTER ��� "AHEAD" MARKING PER CAL -TRANS STANDARDS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD IL A - - - - - UNIT BOUNDARY Q 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS A REVISED STRIPING PLAN S, ` EXISTING STRIPING AND MARKINGS, TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, 2 - -DIKE- -DIKE- -EXIST. A.C. DIKE 2 SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN a NOTE: SEE CALTRANS`_r-+TTRRA•FFIC MANUAL N -FO DETAILS ALL TEMPORARY STRIPING MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR �� PER C.O.B. STD. ST -2 (REVISED 6-2-99). TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION ON SECTION 84, MARKING SHALL BE THERMOPLASTIC PER CALTRANS X2010 EDI110N. _ _STANDARDS FlCATION 0 SECTION TION 84, 2010 ED 23+00 LANDSCAPE AREA BEGIN SIDEWALK CONSTRUCTION UNIT BOUNDARY - S STA. 16+63.16, C.L. 360 356 352 0 344 340 24+00 ",,j IT 3 0NL'i REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: 95 IS'1 441 MAI N S AW C. IV DATE R.C.E. 32178 EXP. 12/31/16 m O M to rn Q o z u- 1 Q J uj w U 00 a:_� w co co o V) N LY_ w Y 4 m W w I0 qt 0 z J U) r m m c O U V_, dE � \ b � v- > o Q 0 m<NN z o O O C z O "II' F- Go o W N ui v zN _ O v) O_ U O n O � �Lu V W Y O S •- W {Uy� VJ W N U X V � O a r CD _ :z z CO VV M M LV m z >- ¢ O Z 0 3u C> Q' o::¢ o a V) cw�w LAj 84azir co 0 o N co .-- Q c0 O O �o z o O O C O "II' F- Go o N ui v 2 0Lu _ O v) n O �Lu W Y O F- •- co W V � O a r CD • z CO VV M M LV 0 Q' � W Lum TRACT / > Lu ,) GOLD RIDGE WAY N . 57, ' JJ I +I ! 11 cr V i J I I ,Q tVCU f II i i} � � � � � �z Lo ( Ci ( + 1 I I I I + + I W Z 11 ( ( APPROXIMATE LOCATION r-' z o ' ! OF EXIST. INTERCONNECT "�N 1 {j �{ f ( t { ( I t I + ii �o }+ EXIST. R/W! CONDUIT j (nn +o EX STREET + t ( ( t ( iI }c _ _ + - - - ` _ _ �L_ _ _ - - __�_ - - _ N NL - - LIGHT 1 /' , '��ZT S GN TREET ( APPROXIMATE LOCAl10N ( t m ~' } I { -� _ ___ Ic _ -- _ _ I - W===== -a - ----====+c==_________________ Ic _-- - __ Tl`__ _ _ CONDUIT CONNECT Ic z a..a - ,'' t �`� _ _ _ EXIST R/W f - - - _ _ _ c CD L1_.I -- IC \ �1� OF EXIST. NTER ? v�ai �' �� Z xxntn'_==-------- - -- ----- --------------------------------------- -EXIST. CURB & GUTTER __----------- ----- +c J Z+C -- -- I [> uicv �� -- C ------------------ ---__________________ c===== ------------ ___ --- ------ is-- ----- - (n ++ `#R ---_- -- -- 5 � � - �. � coao 1-i _ t7 ) --- r- ----------------- 5 ! EXIST. CURB &GUTTER iTRA SIGNAL z Q `�/ S89'02'41's E / 26+00 / 345.77' 27t EX DG w 24+00 i 25+00 --F`� �-,F S89'02'46" 151.70' 2R+o.-. TRAFFIC IGN CONDUIT �,NN - E OF PAVEMENT - w S 28+00 -'/�._ 30+00 / 31+00 $89'02'46"E 32+00 3 +00 / / 35+00 74.40' III00 s s - s� _ - 34+00/ 674.11 fes` 589.02 46 E .. 37+00 -- 1 4 '`' d `* EXIST. _15 -SEWER s t-- s - 6+0 - -- - EXIST. 15 SEWER s sOCATE - - �* - s s - (� R Ol 3 01 STREET SIGN IST M 1 4 s S EXIST.�15" SEWER ; I 5 -� Ic � -- -- - -- -- -- -- - --- _ 1 1 PROPOSED BLO WALL P ' I A I SEE WALL PLAN FOR 1 n Lu n PROPOSED BLO K WALL Q R1-1 11 �? = oo ��� DETAILS I �CD - it I n � I I SEE WALL PLAN FOR 1 1 I t zmry- `� I i I III =' I I I 1 o w w i I DETAILS 1 2 I I o - 11 W L)U- I I i 1 J J IIII z I) I I �� 5o I I I I 1 z0 C) Q o0 43 �"� I 1 cis IIII I III civ I mcg I I M I i oa LL1 00 42 41 40 39 III I 1 I I i I / II o� �� W oo III 38 37 36 I 35 I 34 33 �� 32 I 31 I o ` { 101 Z+ I I III III I I 30 29 I 1 + i I L0 ui I I �}�20 2-0' I ori �ci z I o 0 1 I {, i �L v N I I ( ++ I , i ,� I I ++ I d o I I I Q to co a as i NN 11130 30 III NN 1 w r-:C)I 1 I ``' ctOo� I y{{ i M En , 1 to ++ 1 I ( m ++ 1 I I Q J J JJ o ( > ci a d a d ao I I 3LL, M I I I I 2 8 } ci 45' 45 { m �� PANDLE WAY W pp N�I "`` 1 UMT SEE SHEET 13 ? a a a d a / o of of „� „� 1 34' ! 31' 4 { ( 1 0 0 touj�� I !I !I I `� `� " "' `� UMT 3 Z ^ ^ ++ MOUNTAIN RIDGE DRIVE m M M M SEE SHEET 17 CURVE TABLE CURVE RADIUS LENGTHM2976' DELTA 1 30.00' 47.12'90'00'00" 2 30.00' 46.89'89.32'46" 362 N 360 M Lq S J 358 W _j In u: 3560 Z O J 3+ 354-----d - 352 , V) 3501, - - 348 346 344 f 342 340 24+00 EXIST. R f ! ! t I F.L. FLOWUNE POVC POINT ON V -RTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTI AL CURVE ELEV ELEVATION EVC END VERTIC& CURVE BCR BEGIN CURB RETURN PI POINT OF IN SECTION ECR END CURB R TURN PRC POINT OF R SE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CUR PIVC POINT OF IN RSECTION TP TOP OF PAV NENT OF VERTICAL CURVE FC FINISH CONC RETE F.O.C. FACE OF CURB R/W RIGHT -OF- Y TOP OF DIKE 2 Q FURNISH & D STALL SURVEY MONUMENT PER C.O.. STD. ST -13. a EXISTING SURVEY MONUMENT FURNISH & IN STALL STREET NAME SIGN PER C.O.. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -o- FURNISH & INSTALL STREET UGHT-9500 LUMEN R C.O.B. STD. ST -14. SECTION LETTER SHEET WHERE CTION IS SHOWN 2 S=-0.712% C -p 25+00 26+00 45' q McKEE ROAD EXISTING PAVEMENT 2% I, WI I I Zdl JLJI � I UWI I 3zl a � cn I 1 2% 27+00 co N ANN 4 W J An IL 4 d 0> J 25+00 26+00 45' q McKEE ROAD EXISTING PAVEMENT 2% I, WI I I Zdl JLJI � I UWI I 3zl a � cn I 1 2% 27+00 co N ANN 4 �! An IL 0> M 0> J z o=C 1- + co co Lu V �+ Ci z W 1% 4'r#S=O. _ 'p O N N W 1_ UA Lo O O v O W ! W O � QI W W Y WUW N `d" G e N 5 WI I s N d t- cl) y 'R' VALUE =56.9 X0.30' A.C. PAVING T.I. - 6.0 0.40' ACG. BASE 0.80' COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY. SECTION - McKEE ROAD A STA 24+00.00 C.L. STA. 35+82.50 C.L. 16R SCALE 1"=10' HORIZ. 1"=5' VERT. 28+00 MCKEE RQAD (STA. 24+00.00 TO STA. 36+45.99) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N © > W Ii d' Q W � m + TE EXISTING N S 0.20% FLOWLINE 29+00 30+00 31+00 32+00 33+00 R/W R 3' 1 8' 6,1 BLOCK WALL 6' L 1 W IZ V hSCA.. AREA 34+00 35+00 CJ < ;!� :Dto N m N !n LEGEND: ICONT ) LEGEND: ICONT R1-1 CONSTRUCTION NOTES : FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: • NOTES: -------- PROPOSED SAWCUT LIMIT UNE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. "R1-1" -STOP "Wi-t" -CURVE ARROW ------------- 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND "R4-7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT STORM DRAIN PLANS FOR DETAILS. "R6-1` -ONE WAY "W3-3" -SIGNAL AHEAD 2O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B.STD ST -3. "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE "R81(CA)" - BIKE LANE "WI -7" - DOUBLE ARROW _ TR3 TRIS Tg�s EGATE BASE OVER 080COMPACTED "R7-9 - NO PARKING/BIKE LANE "Wt -s" -SINGLE ARROW "R3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY -7" - RIGHT LANE MUST TURN RIGHT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PER C.O.B. STD. ST -9. "R61-5" - LEFT/RIGHT/THRU SIGN (1 CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY O ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS i TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7, OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS GUTTER LIP TO A DEPTH OF 12". PER C.O.B. STD. ST -9.4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 0 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED S jjjj� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE SEWER -REFER TO SEWER &STORM DRAIN PLANS s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS .91 CAL -TRANS TYPE IV ARROW CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS 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 CALTRANS TYPE VII ARROW ® STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. � � ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. �STOP��// AS APPLICABLE, TO BE PAINTED O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. TRACT BOUNDARY "STOP" MARKING PER CAL -TRANS STANDARDS 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE EM EM ONE ME VEN MEN MM AH IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE NOW UNIT BOUNDARY /`UTA® "AHEAD" MARKING PER CAL -TRANS STANDARDS PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE AP 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD EEXIS�G STRIP MARKINGS TYPICAL 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 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR �� PER C.OB. STD. ST -2 REVISED 6-2-99 DAYS PRIOR TO PAVING. . TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND ( ). STANDARD SPECIFICATION ON SECTION 84, MARKING SHALL BE THERMOPLASTIC PER CALTRANS 2010 EDITION NDARD SPECIFICATION ON SECTION 84, 2010 ED. 36+00 A 362 360 � I 358 O li Z 356 FQ- i 354 - 352 350 I'� - 348 346 344 342 340 D �i V REVISION APPROVED BY: ROG A. McINTO0�:SH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY ?J, 4MARAN HAW C. E. IV DATE R.C.E. 32178 EXP. 12/31/16 , rn O n M 1- rn � Q I- o z 0-0 Z � I J w v n W ao J r- W tD 0 N cvD N w W Y Q m a m ANN IL 0> 0> z o=C 1- + co co Lu V z W �o_uj 1»- _ 'p O F W 1_ UA Yv- O O v O W O � � � O + Y WUW N `d" e N 5 m WLd I t- cl) y in Q H o (L'N=X 0 V. In Z a' W ' J N 1= Q cq 3 o N I�C-j W m o a SNN Lu W W � oc co N 0 00 co O 1.i CoQ N E F CC W tiJ I W co I UL 0 0 IL 0> 0> o=C 1- + co co Lu V C> W 4 OIx 1»- _ 'p O W 1_ UA Yv- O V O W O � � O + • `d" e N m t- cl) y in Q H o 0 a' E F CC W tiJ I W co I UL 0 364 360 356 352 348 344 CURVE TABLE -- CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 46.89' 29.76' 89'32'46" 2 30.00' 47.36' 30.24' 90'27'14" n UNT �OYSTER WAY SEE SHEET 13 UNT, 2UNF 30' 30' I I I I rr 3 CD M 3 a , , ; i o I o , 5' 1 1 0 2V i N F� 29 -_ ---� Of to In I M 1 t 1 \ o � o Qo I C3 Ci W NN /, 34 1 35 I J-1 I - I - \ , '� � Lo n CocoQQ 36 I 37 1 38 �� Q �,3 41 1 1 Z ��MJ 0) z 0606 v~iv~i 1 I I I Ya Mto 39 1 40 ooao 1 � 1 �� \\ . 27 i 28 Z ��->wJw du: 1 m ++ t / W NN I Ian I O O I �n \ / to r-r,'NN 1 \1 MM I I I m MM r MW) ~ N N / Lb O+O a+D -F. + OTD coO�- �- / Ln J n n Z� �' PROPOSED BLOCK WALL 1 w N N ` �' Q' z O C) '" - � w 1- MDQ MM SEE WALL PLANS FOR I , "' "' , r'' "' \ i v i L i J N L ;, F- cn 1 I Q Q Q d a I PROPOSED BLOCK WALL \ `" DETAILS 1 , a �? 4 R/W 1 P/L , 0 cn cn , m v~i ~ I w vii c i DETASEE ILI r -S PLANS FOR ' c� v~i v~i of a z o m -:e c~i� �� --�--- -_fl- -- - -- -- -- -- -- -- -- -- -- -- -- -- - - -_ --634H6 8 I R26(CA)4 R/W P/L __---__ - R26CA 6 A -a- -- -- -- -- -- -- -- -- - -- oo n 1 1 3 3 0 -- -- -- -- -- D __ D EXIST. 10" SEWER , I D D 18" DRAIN 1 D 18" DRAIN j -mss w N00'30 00 E 24+pp' S S s 6� - s __ _. 5 s s EXIST. 10" SEWER 4__,1cs S S `�' '�' EST. 10" SEWER �) 1 25+00 26+00 27+00 28+00 29 +00 30+00 31+00 ��49.41'-S S M EXISTING EDGE OF PAVEMENT 3 +o0 33+00 318.37 34+00 3 +oo INSTALL 2 - 3" INTERCONNECT - __--_ _-__ _-_ ' - -_ --- -- - - _ Lo CONDUIT •----- - -- _ =_ =EXISTING CURB AND GUTTER-�- _ -_- =-- -- - - - - 63467 - -- - -------- -- - -- -- . 46R.__ �=-- T �- -= z��-_-�-M��- __ K_ --z-s wx r Q -r- R MOVE AND SALVAGE+INSTALL W1-7/ r(`1 ]:-6 rRr,-\ r \I0 � � � � Z � E (STING BARRICADE SIGN �� I 7 , �� � , WITH OM1 -3 0 � 1 J ..� -, J J 11 .71 7 I } I m - i X20 , 20 90 91 1MARKER oa , 93 94 95 ' 96 1 97 1 98 99 E 100 101 f + 1130' 30' 11 o I IY N WH' I I I I I ! 9 2 p 1 1 ! I l a TE WHEAT AVENUE I i 4 '- SEE TRACT NO. 6290 N STREET IMPROVEMENT PLANS MOUNTAIN RIDGE DRIVE o Mo U rM (STA. 23+18.34 TO STA. 36+36.71) N + + SCALE: 1 = 50 HORIZONTAL NN TT 1" = 5' VERTICAL "'`n PA LR/ W 48' q MOUNTAINr RIDGE DRIVE Ci"x"•1•� Z /+UU 45' 1 3' LANDSCAPE LOT 1 6' 34' 1' w z 291MMNk 2% O.IO' A.C. PAVING -I 2% a 5 S4 27o UNDER CONSTRUCTION -- 200.00 iF I. VL �- SIDEWALK T CTI M M L0 -'----------- CURB &GUTTER 0.40' AGG. BASE CURB & GUTTEJ 0.80' COMPACTED O.G. TO "R" VALUE - 56.9 TT.-VER1. CURVE N wU I r Cs 95% RELATIVE DENSITY. T.I. = 6.0 N I Cb m I � ROUND 40 CENTER SECTION - MOUNTAIN RIDGE ROAD! D W V SEE ENTEX MES SCALE 1"=10' HORIZ. 17 N INTERCONNECT CONDUIT _T_T_F_1__F=cs- q INTERSECTION cf) 1"=5' VERT. w w W -! w J W W TRACT N0. 91 Lo I I I I� ! M Z M V 5 W > J w J Z N � O ti m 'Q N d 0 N F � co 00 s o � � o Y w > U 0 a U CT NO 6491 J V o) O OT O M J � U (n F = cn c� Lo It z CTI J C6 to >- o � _ O r M W C3 m W W M W W P X d M > U of Q_ o Q O w = > W co CO w W + W W Q C.D n Cr Q w I W � C3 1U) C6 CD M O O > } w CD N � ^ Cy m 'i- I Q a L0 N O mto o J Q O CC! -. M M D Q N IL ¢ C> > ~ 00 =O N + N �- CD Wo. < M °�° '+� 04 > a PR POSED ST L FLO INE �j N a � o > Q - _ --- a cn / - - - c SEA1 6�EM NT PLAN P 21+00 9--i4-on q,,�n� Ci"x"•1•� Z /+UU 45' 1 3' LANDSCAPE LOT 1 6' 34' 1' w z 291MMNk 2% O.IO' A.C. PAVING -I 2% a 5 S4 27o UNDER CONSTRUCTION -- K40111111111 -- - -- �- SIDEWALK T CTI M M L0 -'----------- CURB &GUTTER 0.40' AGG. BASE CURB & GUTTEJ 0.80' COMPACTED O.G. TO "R" VALUE - 56.9 �m I N wU I r Cs 95% RELATIVE DENSITY. T.I. = 6.0 N I Cb m I � ROUND 40 CENTER SECTION - MOUNTAIN RIDGE ROAD! D W V t W p SCALE 1"=10' HORIZ. 17 N INTERCONNECT CONDUIT _T_T_F_1__F=cs- q INTERSECTION cf) 1"=5' VERT. w w W -! w J W W OM1 -3 MARKER 1 / Lo I I I I� ! M Z M V 5 W > J w J Z N � O ti m 'Q N d 0 N F � s o � � o Y w > U 0 a U J V o) O OT O J � U (n F = cn c� Lo It z CTI J C6 to >- o � C3 m M W W of Q_ o Q w w Z Z U) w W + W W Q C.D Cr I i cC C3 1U) CD O O w 1- CD N 00 Q a CO O mto o LLi -. ~ -- K40111111111 -- - -- �- - r- T CTI M M L0 -'----------- �m I N wU I r Cs O Y Q N I Cb m I � ROUND 40 CENTER INEW W W V t W p wW INSTALL 2 - 3� N INTERCONNECT CONDUIT _T_T_F_1__F=cs- q INTERSECTION cf) STA. 36+36.71 C.L., MT. RIDGE ROAD= w w W -! w J W W OM1 -3 MARKER 1 / Lo I I I I� ! Z0 tu Z Go V 5 � Z N � O ti m 'Q N d 0 N 29+00 30+00 31+00 32+00 33+00 34+00 35+00 LLULNu LEGEND: CONTE LEGEND: (,CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. C FLOWLINE POVC POINT ON VERTICAL CURVE i " " PROPOSED SAWCUT LIMIT UNE 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. R1-1 -STOP "W31(C -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 ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD �2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. ROAD - McKEE ROAD &MOUNTAIN RIDGE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT 2. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE :R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IC 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE GE A.C. OVER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R3 -5R" - RIGHT TURN ONLY "Wi4-2" - NO OUTLET FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW T123 TR5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PIVC POINT OF INTERSECTION TP 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 PER C.O.B. STD. ST -9. OF VERTICAL CURVE FC FINISH CONCRETE D STORM DRAIN F.O.C. FACE OF CURB R/W RIGHT-OF-WAY ENGINEER/DESIGN ENGINEER. - REFER TO SEWER & STORM DRAIN PLANS 01 CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED -' o EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 9 aQ FURNISH &INSTALL SUR Y MONUMENT PER C.O.B. STD. ST -13. O © COMPACT SUBGRADE TO 90% 5% RELATIVE DENSITY ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS # ITEM OF WORK - SEE SCHEDULE OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. EXISTING SURVEY MONUM T GUTTER LIP TO A DEPTH OF 12". 1�tr 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" FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' s SEWER -REFER TO SEWER & STORM DRAIN PLANS D BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH &INSTALL METROSTREET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS PRA�> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. -O- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE- REFER SEWER & STORM DRAIN PLANS. .91 CONSTRUCTION OF ADJACENT UNIT. CAL -TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS -D FURNISH & INSTALL STREETLIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® 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. SECTIONDESIGNATION: _ " - 0 _ _ TRACT BOUNDARY AHEAD "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION R w UNIT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE - - - - A "'� EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 O PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION Is WN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED 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. McKEE ROAD SEE SHEETS 15 & 16 48' t I 45' 1 T 34' co i X ' �m I N wU I r Cs O Y Q N I Cb m I � M W V t p wW INSTALL 2 - 3� N INTERCONNECT CONDUIT c q INTERSECTION cf) STA. 36+36.71 C.L., MT. RIDGE ROAD= STA. 36+45.99 C.L., McKEE RD. DO INSTALL W1-7 WITH 1 OM1 -3 MARKER 1 / Lo I I I I� ! n- 364 360 HIM -352 S=O. 1 -i CD o 0 348 WW W J W W W a a N s} M 344 36+00 Oqft-7flk v rT 4--5 °Q`7 Ott -0-1510 ,,, IT 3 o N L --Y /A -a o -13 4. F0Rp";'e- m L m 0 ro po I_ M �Q�r O z 0o ! Q J J Q W U Co W W co O (Wf} N w Y Q m O OCV 0 0 0 Z w o a F- m w in m o W Y � 2 o 1 b� c co > U 6 U a Gj Q 0 /. i -lr -7�7 , aj W w co T co z s Q 0 W M a� > CO M W V 0 p wW N _ c cf) z - 0 X ~ W Z0 tu Z Go V 5 � Z N � O ti m 'Q Z 0 N F � s o � � o Y w > U 0 a U w = � U (n F = cn c� z CTI J C6 >- o � C3 >of Lo of Q_ o Q w w W W CD O O w 1- CD N 00 Q a CO O o /. i -lr -7�7 , aj W w co T co z s r - 0 W M a� > CO M W V 0 p wW N _ c cf) 0 - 0 X ~ Z0 tu Z Go V 5 � �M N ti m 'Q Z N F � s o � o w 0 a U /. i -lr -7�7 , W w co T co 0 /. i -lr -7�7 , Q CC J N CURVE RADIUS LENGTH TANGENT DELTA O O 47.40' 30.28' Q U 2 O 46.85' J 89'28'14" 3 M M 56.18' 04'19'28" M C14O 1500.00' 101.10' 50.57' O 5 1500.00' v cv 045416" z M V JMJ ow . zJ 1 M O 0 a N INTERSECTION M cop -Of CC 00 ;rc006 F_ m J 04 m Lu = W ASHE RD.= c 04 ~ _ � ...1 CL WGo R STA. 10+00.00 i�, THORTON AVE. 1uj + ? + Q i EXIST. R W C) z M m LO " a --mN-_ wh / CD m� EXIST. DETAIL 39 TO REMAIN z� z - wN M o __-�� _ _` -- __ __ __ -- -- -- ---- -- - - - -- -- -- - -- - ---- __ Ll V) F- s LO O N M O vhQ co Q w N EXIST4DETAIL 39 TO REMAIN � z o LLu REMOVE EXIST. DETAIL 22 - - - - - - - - - - REMOVE- E�CISIr DE AIL-2� - - - - - - - - - - - - N C-3 CQ EXIST. TYPE "M" TYPE "K" - - - - - - _ - - - - - _ _ _ _ _ - - - - - - - RETAIL - - - - >47 MEDIAN CURB/E.P.� MARKER Rll DETAIL 38 c i REMOVE EXIST. DETAIL 27B EXIST. TYPE 'M" b MEDIAN CURB E.P. REMOVE EXIST. 276 O ,.� y 18 °* MEDIAN CURB TO REMAIN - - _ - +-00 - - - - - _ �, Z ca z �, _ 24+000 25TH Q + 16 - _ -�_ - - - t0 _ _ �`` F I - 30+00 31+00 -_--.--�E.-f-- - -- 32+00 33+00 34+00 35+00 _ " MEDIA TRA ____ CURB PER I 6758 t _ SEE 11 11 16 =f -- - _ _ 16 Q .T SHEET 14R2 SEE SHEET 14R2 w 11 SEE SHEET 14R2 16 I uj DETAIL 38A(T) - - - DET TRACT -t IC39-PER-_ _ 67r8 - - - - -- _.. - - - - - - - - _.---------- --------- -_..._._._.---.-...._- ------ O3 EDGE OF McKEE ROAD SEE SHEETS 15R & 16R FOR STREET IMPROVEMENT PLANS SEE SHEET 19R FOR STRIPING PLANS 60' WIDE EASEMENT- Lot RIGHTS OF THE PUBLIC AS 0 TO ANY PORTION OF THE LAND LYING WITHIN THE AREA Itz COMMONLY KNOWN AS ASHE RO z 3 (COUNTY ROAD No. 199). Ui W O Z z W w STRIPING m REFERENCE _ UNE _._.--v --t--- --------- - ��j Muuj i r 36+00 37+00 ---- ---- DETAIL 39� DETAIL 39 PAMEN -� - - _ - - - - - - - - 8 Q DETAIL 38A(T) DETAIL 3 4' WITH UNIT 8 0- - _ INTERSECTION - - - - - - _ I DETAIL 38 O i _ TR DETAIL 50' SPACING z STA. 10+00.00 C 1 13 3 26(CA)/R81(CA - - - - - - - - R7-9 - - - - - - - - - R7-9 38A(t) 16 '-DETAIL 38 12' 6 A) 6 4G 634G7 R7-9-- ` DET L 38 PER i - - -'�'- - � R26 CA PUMP METER 6 C ' •TR ACT 6758 i ► I I RIGHTS OF THE PUBLIC AS i ""-- - - ( �_ I I TO ANY PORTION OF THE LAND Q ` $ u; m Il o o I I LYING WITHIN THE AREA z Q RE U I 0 0 o M i o I I I I o0 COMMONLY KNOWN AS ASHE LOAD '- '' M r= 0 0 o rn / fm 5 00 2 8 2 9 1 2 4 M" 5 (COUNTY ROAD No. , 99). m N N o �.t I I d I I I ►- ao N d N o o a 0m o J v % ~ a O O LOT 1 owI LHJ I / ! wL.L.A. N0. 08-0963 a' Q p ,�M_ M_ mco 0)m IR3-5R M- o v I 1- tJi Qa PER CERTIFICATE _j M J z h h M O M O I tDppap Z U U z I I I I _ I 1,, a, m OF COMPLIANCE FILED AS v ci v W a� a� =2 Jm I I a� zod 6 MN Mph "'m '`'m Q J , °aoai ( � ~m w+--- ~+ ~+ I �°° i I I o� I V J _JJ_� �J� Q� DOC.NNOTA9PART3,O.R. M� Fa^ n , W+ I + J QQ LJ g M M I o r) o r7 o N o 30' 30' o I I I a a, I / a .t F-1- co _z� co ►- co t ) J ci o 1* J ao I 49 61' 1 m N N N I I W N 1-, + W W + O W + W+ Q O I h Q h EX. SEWER hT� z z od In .194 20' +20' I z i I I ' .�� _ w� ooM aoM o,•> w� vii ��i UFT STATION moi\ W FQ- L� H Z 1- Z 1--- U-' Q Q O Z Z W M t7 O M W ,r� w M w Ln �. 1 1 11 I O mfn mtn wN WN LU QN Dd C.7UQ JZ Z I THORTON AVENUE 05 d SEE SHEET 7 5W„ mm v~i Z w 1- w 1- v / o d W MCKEE ROAD UNT d o d o d EX. 6 HIGH CLF W X a m N m F- z 1- z~ REDWOOD SLATS z T- ao Ln w N ''' `" TO BE RELOCATED cn SEE SHEETS 15R & 16R FOR STREET IMPROVEMENT PLANS SEE SHEET 19R UMT 4 FOR STRIPING PLANS ASHE ROAD (TO BE CONSTRUCTED WITH UNIT 4) (STA. 23+85.28 TO STA. 36+38.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ADDITIONAL CONSTRUC11ON NOTES: 1© REMOVE PORTION OF EXIST. LIMIT LINE. 13 NEW TRAFFIC SIGN - SEE LEGEND. 14 REMOVE PORTION OF EXISTING STRIPING. McKEE ROAD H o 0 o W o 15 EXISTING PAVEMENT MARKING TO REMAIN. SEE SHEETS 15R & 16R X o 0 0 0 _ 18 NEW PAVEMENT MARKING - SEE LEGEND. FOR STREET IMPROVEMENT PLANS w N M N M o 04 0 SEE SHEET 19R -L `- co N N M Q J _j -.1 - -j J N FOR STRIPING PLANS > x 17 EXISTING STRIPING TO REMAIN U U J U W U 00 n -i Q N I o N Q �"� � 'J � c; 06 X00 _j 06 JU U I i� o J o 0 w 0' co Wa 18 REMOVE EXISTING PAVEMENT MARKING. -3-M +z + w + w + w °+° o '"m o �~ �'' 19 REMOVE EXISTING PAVEMENT MARKING AND V cj Z M Z M Z M w N� viN O REPLACE MATH NEW PAVEMENT MARKING kt m z "' M XJ (SEE LEGEND).I h U w la- w l< w IQ -z t'`'i{NMo w m cn m m W I- mm vi >o0 0 REMOVE/RELOCATE EXISTING PAVEMENT tJ-Z ~ WQ H QW '61 HH 15 ��+MARKINGS AS REQUIRED FOR RELOCATED EXIST. E.P. FROM ��fZ c, 17 mz CROSSWALK/LIMIT LINES (TYPICAL). -- UNIT CONSTRUCTION J O v~, M m o o d TO BE EXTENDED W/ p� o = ,-EXIST. DETAIL 27B TO BE REMOVED NEW DETAIL 22 ww 21 REMOVE EXISTING LIMIT LINE. NIT 4 CONSTRUCTION = Q w� 24'x150' BAY TAPER = 16 14 EXIST. CONCRETE MEDIAN -NEV DETAIL 38 16 EXIST. DETAIL 22 TO REMAIN CURB TO REMAIN - - .-.._--G\---- ---- �-. ----- - -.---"------ -- ----------- _,..__----._-._---.-._._.--�.--..._- ------._...,._-----.-.---_...._..- ---'--------------_..-..--.-----.---.---_.._.._-.-..-.-..._------..-._.---,.-__.-_.__..- ....--_._.---_.._-. w N _ 5 '--EXIS . N 5 �- _ T DETAIL 276 TO BE REMOVED - 01. 36+00 ,� 37+00 t 38+00 EW DETAIL 22 - 39+00 - --- -' ./r ,/i /i _-�---_---- - k== ---- =--- - ,i GRAAK NEW DETAIL 27 ------ ----- 40+00 4 - - - - - -~ - - - 44+00 - - X00 - - - 481pp - - - 47+00 48+00 41+00 42+00 43+00 I / NEW DETAIL 27B GRADE BREAK PORTION OF EXIST. CONCRETE M -� 5 t EW E.P. MEDIAN CURB TO BE REMOVED -------..----- - - -Y --- ----------------------------------- r Q� Q °D m i% � w RIGHTS OF THE PUBLIC AS I _ = o ,� j rn , _ a m TO ANY PORTION OF THE LAND AS jE ROAD / m _ - ►= a Y� �i o ``'Z LYING WITHIN THE AREA �- 30 N TRs - o o m a o 3o COMMONLY KNOWN AS ASHE ROAD g EXIST. A.C. DIKE � o o � .� h w U o I � I J J EX. 6' HIGH CLF W/ - - 26(C{ J� TO BE REMOVED Z o co d o C' `� J 3 o (COUNTY ROAD No. 199). 21 �� 1 ����-- i a '- n: _ a a rn ci REDWOOD SLATS t (j WITH UNIT 4 ai Li �" Lei L,i i,j m o J cn Ew ui c m II CONSTRUCTION m J 3 3 3 3 h ~ _j ~ v Z U ww U 113.2' VARIES - 1' TO 21' o `� TO BE RELOCATED (FUTURE N % Y N C3 w c3 o w vo w ci io w U;o N c5 X w d o � J m I NEW PAVEMENT t NEW PAVEMENT ( Ln 04 J i _ Z Z M Z �A -� I I O J O �O ai O Z h Q W J N Q I C.> E ST. 1= m 1_ a ul I r7 ci t of o r�i N 3+ z 1� z j 1: t1 t-- x PUMP ASSEMBLY j I p J_ w ,n F- � Min t ao � I LTO �n 1- � J a ,n W O W h O d' h 0 U OD CV p w' 0 O M� MM ~ M Z M Lu QO ai Z'�L' o-+ diU + 1 F -I 1 J� SE R UFT N z z z of o ST TION o o °° jj v o J o Q �m o o N 0 +>: o +> o +> o °°> `� o>� t d w v wiz �I I Qw M N O 3+ a.coW 6-QoW aa,W d w � J J Q I Q O a0 ai CV ai + 3 + W + CU U i w ( > O O N I! �YQ Q F- �d N w ao W M-� W W J W a'W w p w�' O w to Z 1- ZZW H a ISL �$ h J J I J to li.l J W_ j X J J Q J_ Z M J W J M J M LJ J M Z d' Z d Q C'J 0 O Q fnl VARVES ( w W w+ LOT 1 I o vio wci i cii� z� ci0 ov wci dco wcim i d oda oda cDda od d oma Qrn QwgLn Tom ixzd i h o m m � o o ci z z t- z ►- z 1- a . F- z w t- I 1.896-23% I 2.00% I 3- J o m Q NLal Q lnL" Q Nt,i ? L.L.A. N 0 08-0963 ( U .r'oi Ja ri I f a d' of v W Lri oS w Q N W z d'a; v o L�j N Q Lal ao N w m m EXIST. PAVEMENT_ 4, � �1/,y 1 z z PER CERTIFICATE ' I t ORA 'o,an'!!w OR lot a o� z �' > Mwr= MM W �`?,'n� c c o a o o 1 WW rn ! v�i1M-' �M s M 3 `� a M N °oO�X h a EXIST. 4i Lo z rn OF COMPLIANCE FILED AS MCKEE ROAD o2 Lu Lu W z c�" + J u + w + W +> d' +W A.C. DIKE y Lu + wtp m co L.i h W c� h ASHE ROAD TO BE REMOVED , ; ` , , �, �,y;.� ; MATCH EXISTING R/W M M M ZM M m M M = MJ MJ DOC. NO. 0209001613, O.R. SEE SHEETS 15R & 16R c' z z w P� w I z �R W z w FOR STREET n �° w w moo- X2 �� U w �xQ a �a w ;!Sc l: A PART) IMPROVEMENT PLANS Liles wuj m Ln m cnLa.j Luo Wul m Ln m cnwm Lai cnul m Lnl..l (TO BE CONSTRUCTED WITH UNIT 4) 0.45 A.C. PAVING FOR STRIPING PLANS (STA. 36+38.11 TO STA. 48+00.00) 0.40' AGG. BASE �" vALT1E - 970.4 SEE SHEET 19R FOR STRIPING PLANS SCALE: 1" = 50' HORIZONTAL 1.65' COMPACTED O.G. TO 1" = 5' VERTICAL 95% MAX. RELATIVE DENSITY. SECTION-ASHE ROAD A SCALE: NONE � 18A >- LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUC11ON NOTES: NOTES: R1-1 " b AaEREVIATIONS FURNISH &INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE 1 CONSTRUCT TYPE B CURB &GUTTER PER C.O.B.STD. ST -1. 1. FOR SEWER AND STORM DRAIN, � 11� i. �-- No. 33 i SEE SEWER AND � �:, �c,� I F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP 'Wl-1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. Exp. C.L. CENtERUNE BVC BEN VERTICAL CURVE "R4-7" - KEEP RIGHT W31 CA " - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT „ " (. ) 20 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - 4 ELEV ELE A110N EVC EN VERTICAL CURVE R6-1 -ONE WAY 'W3-3 -SIGNAL AHEAD ') t <% CIV 1G �Q " IR FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ` cis Cavy BCR BEq CURB RETURN PI POI T OF INTERSECTION R5-1' - DO NOT ENTER "W3-1" - STOP AHEAD PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER a�'o, ^j ECR END CURB RETURN PRC POI T OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGI CURVE PCC P0l T OF COMPOUND CURVATURE »R3 -5R RIGHT TURN ONLY *Wl4-2" - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC T OF CURB "R81(CA) - BIKE LANE "W1-7" - DOUBLE ARROW r�3 Tis Tis 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. M12711#0 *R7-9 - NO PARKING/BIKE LANE WI -6 - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE / PIVC POINT OF INTERSECTION TP T OF PAVEMENT R3-7' - RIGHT LANE MUST TURN RIGHT SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY " OF RTICAL CURVE FC FINI CONCRETE "R61-5" - LEFT/RIGHT/THRU SIGN Q CURVE NUMBER FOR CURVE DESCRIPTION 3. ASHE ROAD -PAVEMENT TO BE 0.45 TYPE B A.C. VN ('j' 3 ONL F.O.C. FA OF CURB R/W RI IT -OF -WAY ENGINEER/DESIGN ENGINEER. OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED L44 r r �- S'' J#k 1 TAPER NUMBER FOR TAPER DESCRIPTION � `� �`� - "�' ' " � � � � � " TOP OF DIKE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY'`��: '�"'n ��' ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. � FUR ISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "- D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS GUTTER LIP TO A DEPTH OF 12". ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' HANGS 4. LOCAL STREETS ' - PAVEMENT TO BE 0.20' TYPE "B" EXISTING SURVEY MONUMENT 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' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FUR ISH & INSTALL STREET NAME SIGN ER C.O.B. STD. T-1.� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. 0 s SEWER -REFER To SEWER &STORM DRAIN PLANS - CONSTRUCTION OF ADJACENT UNIT. i FUR ISH & INSTALL METRO STREET NAM SIGN PER C.O.B. STD. T-1. CAL -TRANS TYPE IV ARROW " 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS LEFT OR RIGHT AS APPLICABLE ® PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. REVISION FUR ISH &INSTALL STREET LIGHT -580 LUMEN PER C.O.B. STD. ST -14. STANDARD SPECIFICATION 8010-21C-19. APPROVED BY- 7s ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS Q, CALTRANS TYPE Al ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE ROGER A. Mcl SH DATE rn 0 I- 0) .� 0 O z � J J w U 00 w LD u N of w Y Q m Q 0 m Q CURVE TABLE N CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.40' 30.28' 90'31'46" 2 30.00' 46.85' 29.72' 89'28'14" 3 1488.00' 112.31' 56.18' 04'19'28" 4 1500.00' 101.10' 50.57' 03'51'42" 5 1500.00' 128.40' 64.24' 045416" ADDITIONAL CONSTRUC11ON NOTES: 1© REMOVE PORTION OF EXIST. LIMIT LINE. 13 NEW TRAFFIC SIGN - SEE LEGEND. 14 REMOVE PORTION OF EXISTING STRIPING. McKEE ROAD H o 0 o W o 15 EXISTING PAVEMENT MARKING TO REMAIN. SEE SHEETS 15R & 16R X o 0 0 0 _ 18 NEW PAVEMENT MARKING - SEE LEGEND. FOR STREET IMPROVEMENT PLANS w N M N M o 04 0 SEE SHEET 19R -L `- co N N M Q J _j -.1 - -j J N FOR STRIPING PLANS > x 17 EXISTING STRIPING TO REMAIN U U J U W U 00 n -i Q N I o N Q �"� � 'J � c; 06 X00 _j 06 JU U I i� o J o 0 w 0' co Wa 18 REMOVE EXISTING PAVEMENT MARKING. -3-M +z + w + w + w °+° o '"m o �~ �'' 19 REMOVE EXISTING PAVEMENT MARKING AND V cj Z M Z M Z M w N� viN O REPLACE MATH NEW PAVEMENT MARKING kt m z "' M XJ (SEE LEGEND).I h U w la- w l< w IQ -z t'`'i{NMo w m cn m m W I- mm vi >o0 0 REMOVE/RELOCATE EXISTING PAVEMENT tJ-Z ~ WQ H QW '61 HH 15 ��+MARKINGS AS REQUIRED FOR RELOCATED EXIST. E.P. FROM ��fZ c, 17 mz CROSSWALK/LIMIT LINES (TYPICAL). -- UNIT CONSTRUCTION J O v~, M m o o d TO BE EXTENDED W/ p� o = ,-EXIST. DETAIL 27B TO BE REMOVED NEW DETAIL 22 ww 21 REMOVE EXISTING LIMIT LINE. NIT 4 CONSTRUCTION = Q w� 24'x150' BAY TAPER = 16 14 EXIST. CONCRETE MEDIAN -NEV DETAIL 38 16 EXIST. DETAIL 22 TO REMAIN CURB TO REMAIN - - .-.._--G\---- ---- �-. ----- - -.---"------ -- ----------- _,..__----._-._---.-._._.--�.--..._- ------._...,._-----.-.---_...._..- ---'--------------_..-..--.-----.---.---_.._.._-.-..-.-..._------..-._.---,.-__.-_.__..- ....--_._.---_.._-. w N _ 5 '--EXIS . N 5 �- _ T DETAIL 276 TO BE REMOVED - 01. 36+00 ,� 37+00 t 38+00 EW DETAIL 22 - 39+00 - --- -' ./r ,/i /i _-�---_---- - k== ---- =--- - ,i GRAAK NEW DETAIL 27 ------ ----- 40+00 4 - - - - - -~ - - - 44+00 - - X00 - - - 481pp - - - 47+00 48+00 41+00 42+00 43+00 I / NEW DETAIL 27B GRADE BREAK PORTION OF EXIST. CONCRETE M -� 5 t EW E.P. MEDIAN CURB TO BE REMOVED -------..----- - - -Y --- ----------------------------------- r Q� Q °D m i% � w RIGHTS OF THE PUBLIC AS I _ = o ,� j rn , _ a m TO ANY PORTION OF THE LAND AS jE ROAD / m _ - ►= a Y� �i o ``'Z LYING WITHIN THE AREA �- 30 N TRs - o o m a o 3o COMMONLY KNOWN AS ASHE ROAD g EXIST. A.C. DIKE � o o � .� h w U o I � I J J EX. 6' HIGH CLF W/ - - 26(C{ J� TO BE REMOVED Z o co d o C' `� J 3 o (COUNTY ROAD No. 199). 21 �� 1 ����-- i a '- n: _ a a rn ci REDWOOD SLATS t (j WITH UNIT 4 ai Li �" Lei L,i i,j m o J cn Ew ui c m II CONSTRUCTION m J 3 3 3 3 h ~ _j ~ v Z U ww U 113.2' VARIES - 1' TO 21' o `� TO BE RELOCATED (FUTURE N % Y N C3 w c3 o w vo w ci io w U;o N c5 X w d o � J m I NEW PAVEMENT t NEW PAVEMENT ( Ln 04 J i _ Z Z M Z �A -� I I O J O �O ai O Z h Q W J N Q I C.> E ST. 1= m 1_ a ul I r7 ci t of o r�i N 3+ z 1� z j 1: t1 t-- x PUMP ASSEMBLY j I p J_ w ,n F- � Min t ao � I LTO �n 1- � J a ,n W O W h O d' h 0 U OD CV p w' 0 O M� MM ~ M Z M Lu QO ai Z'�L' o-+ diU + 1 F -I 1 J� SE R UFT N z z z of o ST TION o o °° jj v o J o Q �m o o N 0 +>: o +> o +> o °°> `� o>� t d w v wiz �I I Qw M N O 3+ a.coW 6-QoW aa,W d w � J J Q I Q O a0 ai CV ai + 3 + W + CU U i w ( > O O N I! �YQ Q F- �d N w ao W M-� W W J W a'W w p w�' O w to Z 1- ZZW H a ISL �$ h J J I J to li.l J W_ j X J J Q J_ Z M J W J M J M LJ J M Z d' Z d Q C'J 0 O Q fnl VARVES ( w W w+ LOT 1 I o vio wci i cii� z� ci0 ov wci dco wcim i d oda oda cDda od d oma Qrn QwgLn Tom ixzd i h o m m � o o ci z z t- z ►- z 1- a . F- z w t- I 1.896-23% I 2.00% I 3- J o m Q NLal Q lnL" Q Nt,i ? L.L.A. N 0 08-0963 ( U .r'oi Ja ri I f a d' of v W Lri oS w Q N W z d'a; v o L�j N Q Lal ao N w m m EXIST. PAVEMENT_ 4, � �1/,y 1 z z PER CERTIFICATE ' I t ORA 'o,an'!!w OR lot a o� z �' > Mwr= MM W �`?,'n� c c o a o o 1 WW rn ! v�i1M-' �M s M 3 `� a M N °oO�X h a EXIST. 4i Lo z rn OF COMPLIANCE FILED AS MCKEE ROAD o2 Lu Lu W z c�" + J u + w + W +> d' +W A.C. DIKE y Lu + wtp m co L.i h W c� h ASHE ROAD TO BE REMOVED , ; ` , , �, �,y;.� ; MATCH EXISTING R/W M M M ZM M m M M = MJ MJ DOC. NO. 0209001613, O.R. SEE SHEETS 15R & 16R c' z z w P� w I z �R W z w FOR STREET n �° w w moo- X2 �� U w �xQ a �a w ;!Sc l: A PART) IMPROVEMENT PLANS Liles wuj m Ln m cnLa.j Luo Wul m Ln m cnwm Lai cnul m Lnl..l (TO BE CONSTRUCTED WITH UNIT 4) 0.45 A.C. PAVING FOR STRIPING PLANS (STA. 36+38.11 TO STA. 48+00.00) 0.40' AGG. BASE �" vALT1E - 970.4 SEE SHEET 19R FOR STRIPING PLANS SCALE: 1" = 50' HORIZONTAL 1.65' COMPACTED O.G. TO 1" = 5' VERTICAL 95% MAX. RELATIVE DENSITY. SECTION-ASHE ROAD A SCALE: NONE � 18A >- LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUC11ON NOTES: NOTES: R1-1 " b AaEREVIATIONS FURNISH &INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE 1 CONSTRUCT TYPE B CURB &GUTTER PER C.O.B.STD. ST -1. 1. FOR SEWER AND STORM DRAIN, � 11� i. �-- No. 33 i SEE SEWER AND � �:, �c,� I F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP 'Wl-1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. Exp. C.L. CENtERUNE BVC BEN VERTICAL CURVE "R4-7" - KEEP RIGHT W31 CA " - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT „ " (. ) 20 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - 4 ELEV ELE A110N EVC EN VERTICAL CURVE R6-1 -ONE WAY 'W3-3 -SIGNAL AHEAD ') t <% CIV 1G �Q " IR FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ` cis Cavy BCR BEq CURB RETURN PI POI T OF INTERSECTION R5-1' - DO NOT ENTER "W3-1" - STOP AHEAD PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER a�'o, ^j ECR END CURB RETURN PRC POI T OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGI CURVE PCC P0l T OF COMPOUND CURVATURE »R3 -5R RIGHT TURN ONLY *Wl4-2" - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC T OF CURB "R81(CA) - BIKE LANE "W1-7" - DOUBLE ARROW r�3 Tis Tis 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. M12711#0 *R7-9 - NO PARKING/BIKE LANE WI -6 - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE / PIVC POINT OF INTERSECTION TP T OF PAVEMENT R3-7' - RIGHT LANE MUST TURN RIGHT SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY " OF RTICAL CURVE FC FINI CONCRETE "R61-5" - LEFT/RIGHT/THRU SIGN Q CURVE NUMBER FOR CURVE DESCRIPTION 3. ASHE ROAD -PAVEMENT TO BE 0.45 TYPE B A.C. VN ('j' 3 ONL F.O.C. FA OF CURB R/W RI IT -OF -WAY ENGINEER/DESIGN ENGINEER. OVER 0.40 AGGREGATE BASE OVER 1.65 COMPACTED L44 r r �- S'' J#k 1 TAPER NUMBER FOR TAPER DESCRIPTION � `� �`� - "�' ' " � � � � � " TOP OF DIKE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY'`��: '�"'n ��' ® ITEM OF WORK - SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. � FUR ISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "- D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS GUTTER LIP TO A DEPTH OF 12". ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' HANGS 4. LOCAL STREETS ' - PAVEMENT TO BE 0.20' TYPE "B" EXISTING SURVEY MONUMENT 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' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FUR ISH & INSTALL STREET NAME SIGN ER C.O.B. STD. T-1.� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. 0 s SEWER -REFER To SEWER &STORM DRAIN PLANS - CONSTRUCTION OF ADJACENT UNIT. i FUR ISH & INSTALL METRO STREET NAM SIGN PER C.O.B. STD. T-1. CAL -TRANS TYPE IV ARROW " 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS LEFT OR RIGHT AS APPLICABLE ® PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. REVISION FUR ISH &INSTALL STREET LIGHT -580 LUMEN PER C.O.B. STD. ST -14. STANDARD SPECIFICATION 8010-21C-19. APPROVED BY- 7s ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS Q, CALTRANS TYPE Al ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE ROGER A. Mcl SH DATE rn 0 I- 0) .� 0 O z � J J w U 00 w LD u N of w Y Q m Q 0 m Q N N N s a z O � ~ H O Z Go z W V ow 0 O S No CC W N Lu = W F ~ _ � ...1 CL WGo R V CZ1) C) a �Lu P- CD z W M w F- s LO O N M O vhQ co Q � z o LLu N C-3 H N W CD Z N O N Z ca z Q C) 3 U N a w uj Lu ss>� LO ofcrmz w w W o ho 0 W F N - O^ C tz O CD Mo 0 �- FUR ISH & INSTALL STREET UGHT-950 LUMEN PER C.O.B. STD. ST -14. AS APPLICABLE. TO BE PAINTED O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN R.C.E. 33322 EXP. os/3o/16 ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. M " 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE STOP STOP MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION DESIGNATION: .. .. .. TRACT BOUNDARY sEc11oN I I T GO FROM FLOWLINE TO FLOWLINE. AAuu�Ap� PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE UNIT BOUNDARY AHEM AHEAD MARKING PER CAL -TRANS STANDARDS 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME CONDITIONSSHO THE D,AAPREV EDPLANS. SHOULD D STRIPING PLAN REVISION W EXISTING STRIPING AND MARKT S TYPICAL PER C.O.B. STD. ST 4.ON r ¢ I - -DIKE - DIKE- EXIST. A.C. DIKE Q APPROVED BY: + / 5 u+ -"'���---�-��r�---��'��r--�""�--"""""� SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 uJ � 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL M RIAN SHAW C.E. IV DATE00 WH SEC11ON IS SHOWN A WITH SHALL BE STRIPING TAPE SSP OR 11 DAYS PRIOR TO PAVING. R. .E. 32178 EXP. 12/31/16 I ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND PER C.O.B. STD. ST -2 (REVISED 6-2-99). 0) 7 � 0° TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, STANDARD SPECIFICATION SECTION 84, 2010 ED. 0 •'- / / �' r �.-,, •gyp � �- J p / a) s a z O � ~ H O Z Go W V ow O S No CC Z Lu = W F ~ _ � ...1 CL WGo R V Z a P- CD z �o F- s 1- M M Q 0 a 0 �- FUR ISH & INSTALL STREET UGHT-950 LUMEN PER C.O.B. STD. ST -14. AS APPLICABLE. TO BE PAINTED O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN R.C.E. 33322 EXP. os/3o/16 ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. M " 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE STOP STOP MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION DESIGNATION: .. .. .. TRACT BOUNDARY sEc11oN I I T GO FROM FLOWLINE TO FLOWLINE. AAuu�Ap� PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE UNIT BOUNDARY AHEM AHEAD MARKING PER CAL -TRANS STANDARDS 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME CONDITIONSSHO THE D,AAPREV EDPLANS. SHOULD D STRIPING PLAN REVISION W EXISTING STRIPING AND MARKT S TYPICAL PER C.O.B. STD. ST 4.ON r ¢ I - -DIKE - DIKE- EXIST. A.C. DIKE Q APPROVED BY: + / 5 u+ -"'���---�-��r�---��'��r--�""�--"""""� SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 uJ � 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL M RIAN SHAW C.E. IV DATE00 WH SEC11ON IS SHOWN A WITH SHALL BE STRIPING TAPE SSP OR 11 DAYS PRIOR TO PAVING. R. .E. 32178 EXP. 12/31/16 I ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND PER C.O.B. STD. ST -2 (REVISED 6-2-99). 0) 7 � 0° TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, STANDARD SPECIFICATION SECTION 84, 2010 ED. 0 •'- / / �' r �.-,, •gyp � �- J p / McKEE ROAD SEE SHEETS 15R & 16R FOR STREET IMPROVEMENT PLANS SEE SHEET 19R FOR STRIPING PLANS FAI END REMOVAL EXIST. DETAIL 27B/ END NEW DETAIL 27B-E.C. STA. 36+80.80, C.L. 25.00LT. o i --_ NEW DETAIL 38 1 g 32+x0 33+00 R 34+00 - - �� - - -_- - -- - DIK€-- �� +_ EXIST. MEDIAN CURB 35+00 - TRs - 36+00 - 37+0 -�` -EXT OTR_E_MAIN IKEA - _ NEW 120 x 12 TAPER - - o DETAIL 27B t3 16 q ASHE ROAD END REMOVAL EXIST. A.0 DIKE/ EXIST. DIRT END NEW DETAIL 27B TAPER I END NEW E.P. BEGIN REMOVAL EXIST. A.C. DIKE/ GRADE - - - - - - - - - - - - STA. 33+69.58, C.L. 13.00lT. Ri-t STA. 36+80.32, C.L.112.48LT. - - - _ - - - - - -LT. EDGE OF PAVEMENT - - - - - _ BREAK - - � - - - - - - - STA. 35+62.06, C.L. 13AOLT - IN TALL � - -" -` - -- - -' - -` -'E'P`_EI.EV... �349.$2'a - - _ 2 - 3" ,� - -NEW E.P. WITH MATCH EXIST. FUTURE CURB & GUTTER TRAFFIC UNIT 3 CONSTRUCTION 60' WIDE EASEMENT - EDGE OF PAVEMENT ¢ 00 (TO BE CONSTRUCTED WITH UNIT 4) SIGNAL i; = - - - RIGHTS OF THE PUBLIC AS WITH UNIT 3 CONDUIT - - - - - - - - TO ANY PORTION OF THE LAND _ TR a ,;� r� - - - LYING WITHIN THE AREA PUMP METER COMMONLY KNOWN AS ASHE ROAD RIGHTS OF THE PUBLIC AS _ PAD --25 `'' �/ /NEW E P. (COUNTY ROAD No. 199). TO ANY PORTION 11 OF THE LAND - - - - - - - - - -�' LYING WITHIN THE AREA EX. 6' HIGH CLF W/ 1 - w I. �j STA. 36+66.85, C.L. 0.96RT. LOT 1 FUTURE SIDEWALK TO t z voS t E.P. ELEV. 349.80' COMMONLY KNOWN AS ASHE ROAD TRACT BOUNDARY BE CONSTRUCTED W/ REDWOOD SLATS RE L col (COUNTY ROAD No. 199). L.L.A. N0. 08-0963 LOT 1 LLA 08-0963 TO BE RELOCATED PUMP z '' II FD. K.C.S. 2" B.C. DOWN 24" CONCRETE PAD assEMaLr a +W 11 FOR W. 1/4 COR. SEC. 34, 30/27 UNT PER CERTIFICATE MAINTENANCE DOOR �J 5 OF COMPLIANCE FILED AS LIFT STATION FUTURE "'w 11 I PER R/S BK. 15, PG. 178 7 i HANDICAP RAMP Q V)w l i-��RE R/W DOC. N0. 0209001613, O.R. 1 (NOT A PART) SEE MHKETEs ROAD 16RFUTURE CURB & GUTTER ASHE ROAD FOR STRESEE SHEETE19RT PLANS (TO BE CONSTRUCTED WITH UNIT 3) FOR STRIPING PIANS (STA. 32+00.00 TO STA. 36+38.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL OYSTER WAY INTERSECTION 1 NOTES: FOR STREET IMPROVEMENT PLANS SEESUNT SEE SHEET 13 STA. 36+38.11 C.L, ASHE RD.= UM 1 Rt -1 ..� FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.STD. T-19: STA. 10+00.00 C.L, McKEE RD. 30' o BEGIN REMOVAL EXIST. DETAIL 27B/ BEGIN NEW DETAIL 27B TAPER BEGIN NEW DETAIL 38 END NEW DETAIL 38 0 0 Z STA. 32+49.58, C.L. 25.00LT. STA. 33+69.58, C.L. 25.00LT STA. 35+69.57, C.L. 25.00LT t 1 -- /-EXIST. R/W EXIST. DETAIL 39 TO REMAIN ! I __ _ - - ----- __j \� -� NEW s '/ A,- CID TS p DETAIL 276 I EXIST. DETAIL 278 TO REMAIN q TRAVEL WAY EXIST. DETAIL 22 TO REMAIN CN U I --- -----------. - -- - ----- IR FURNISH & INSTALL IRRIGATION CONDUIT 5 14 FAI END REMOVAL EXIST. DETAIL 27B/ END NEW DETAIL 27B-E.C. STA. 36+80.80, C.L. 25.00LT. o i --_ NEW DETAIL 38 1 g 32+x0 33+00 R 34+00 - - �� - - -_- - -- - DIK€-- �� +_ EXIST. MEDIAN CURB 35+00 - TRs - 36+00 - 37+0 -�` -EXT OTR_E_MAIN IKEA - _ NEW 120 x 12 TAPER - - o DETAIL 27B t3 16 q ASHE ROAD END REMOVAL EXIST. A.0 DIKE/ EXIST. DIRT END NEW DETAIL 27B TAPER I END NEW E.P. BEGIN REMOVAL EXIST. A.C. DIKE/ GRADE - - - - - - - - - - - - STA. 33+69.58, C.L. 13.00lT. Ri-t STA. 36+80.32, C.L.112.48LT. - - - _ - - - - - -LT. EDGE OF PAVEMENT - - - - - _ BREAK - - � - - - - - - - STA. 35+62.06, C.L. 13AOLT - IN TALL � - -" -` - -- - -' - -` -'E'P`_EI.EV... �349.$2'a - - _ 2 - 3" ,� - -NEW E.P. WITH MATCH EXIST. FUTURE CURB & GUTTER TRAFFIC UNIT 3 CONSTRUCTION 60' WIDE EASEMENT - EDGE OF PAVEMENT ¢ 00 (TO BE CONSTRUCTED WITH UNIT 4) SIGNAL i; = - - - RIGHTS OF THE PUBLIC AS WITH UNIT 3 CONDUIT - - - - - - - - TO ANY PORTION OF THE LAND _ TR a ,;� r� - - - LYING WITHIN THE AREA PUMP METER COMMONLY KNOWN AS ASHE ROAD RIGHTS OF THE PUBLIC AS _ PAD --25 `'' �/ /NEW E P. (COUNTY ROAD No. 199). TO ANY PORTION 11 OF THE LAND - - - - - - - - - -�' LYING WITHIN THE AREA EX. 6' HIGH CLF W/ 1 - w I. �j STA. 36+66.85, C.L. 0.96RT. LOT 1 FUTURE SIDEWALK TO t z voS t E.P. ELEV. 349.80' COMMONLY KNOWN AS ASHE ROAD TRACT BOUNDARY BE CONSTRUCTED W/ REDWOOD SLATS RE L col (COUNTY ROAD No. 199). L.L.A. N0. 08-0963 LOT 1 LLA 08-0963 TO BE RELOCATED PUMP z '' II FD. K.C.S. 2" B.C. DOWN 24" CONCRETE PAD assEMaLr a +W 11 FOR W. 1/4 COR. SEC. 34, 30/27 UNT PER CERTIFICATE MAINTENANCE DOOR �J 5 OF COMPLIANCE FILED AS LIFT STATION FUTURE "'w 11 I PER R/S BK. 15, PG. 178 7 i HANDICAP RAMP Q V)w l i-��RE R/W DOC. N0. 0209001613, O.R. 1 (NOT A PART) SEE MHKETEs ROAD 16RFUTURE CURB & GUTTER ASHE ROAD FOR STRESEE SHEETE19RT PLANS (TO BE CONSTRUCTED WITH UNIT 3) FOR STRIPING PIANS (STA. 32+00.00 TO STA. 36+38.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL G N ABB� LEEVIATIONS F.L. FLOWLINE POVC POINr ON VERTICAL CURVE C.L. CEN RLINE BVC BEGIN VERTICAL CURVE ELEV ELEV TION EVC END VERTICAL CURVE BCR BEGR CURB RETURN PI POINT OF INTERSECTION ECR END RB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIt CURVE PCC POINT OF COMPOUND CURVATURE EC END RVE TC TOP Y CURB PIVC POIN OF INTERSECTION TP TOP DF PAVEMENT OF RTICAL CURVE FC FINIS CONCRETE F.O.C. FACE OF CURB R/W RIGH -OF-WAY A0 TOP F DIKE * FURN SH & INSTALL SURVEY MONUMENT F ER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURN SH & INSTALL STREET NAME SIGN F ER C.O.B. STD. T-1. FURN SH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURN SH & INSTALL STREET UGHT-5800 UMEN PER C.O.B. STD. ST -14. -e- FURN SH & INSTALL STREET LIGHT -9500 UMEN PER C.O.B. STD. ST -14. 37 I i 1 t MOUNTAIN RIDGE EXIST. EDGE OF PA 38 I I w I I I I OYSTER WAY LU 2 NOTES: FOR STREET IMPROVEMENT PLANS SEESUNT SEE SHEET 13 SEE SHEET 19R UM 1 Rt -1 ..� FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.STD. T-19: 30' 30' o 1 O ■ 0 0 Z 20' 15 N p) � \\\ o I U I W + , \ . ���' : 0 M __j \� -� 33 s '/ A,- CID TS p I CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. _ - 1 CN U 0 / OO J IR FURNISH & INSTALL IRRIGATION CONDUIT ID -� I L PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER J� M ' c10- \ 34 M ' Ic I I 35 36 I UNITS STANDARD PLAN RSP A88A CASE A. o `c' -7 j w o6 o6 In ► w+ O M N U "R81(CA) - BIKE LANE M-7" - DOUBLE ARROW "R7-9 - NO PARKING/BIKE LANE "WI / < r- 1��0� W + I 1 1 1 1 1 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. <14 '`6 U 6 m ++ Z= O to N 'FIM ( 5 O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY I14 v SN Q m� c i REMOVE AND SALVAGE / �Q' Z 4��,d w I I 1 1:"' 1 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. BARRICADE SI 1 cA j �T 3 d M�7 O�Q m cn 1 O TAPER NUMBER FOR TAPER DESCRIPTION Z m W + o Z T W O 4 R/W--- I ( 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 90% OF MAX. Z i \ \ - - p EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEMOF WORK - SEE SCHEDULE TO 12 BEYOND GUTTER LIP TO A DEPTH OF 12". m - -- -�_ -- -- -- - -- -- -- - CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS ( _ - _ _ 4. 634H W 6 4H7 26 CA � I EXIST. DETAIL 32 PER TR. 6491 -- -- -- -- -- z - Cl INSTALL W1-7 � 1 � TO REMAIN BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED �N DE AIL 32 WITH OM1 -3 MARKER BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT THETIME.SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. S SEWER -REFER TO SEWER &STORM DRAIN PLANS u CONS AME N ADJACENT UNIT. 3 v +00 25+00 s 2s+a0 CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 8 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 1 EXIST. DETA L 22 { �i EXIST. DETAIL 22 M STANDARD SPECIFICATION 8010-21C-19. �aaU) 10 BE REM VED- ® TO BE REMOVED 2 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. REVISION � APPROVED BY: m N _ - - - - - - - "STOP" 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 S ROGER A. McINTosH DATE • TRACT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. ww of Of w w w of 1 EXIST. CURB ND GUTTER 63467 EXIST. PAVEMENT of M oo MARKINGS TO BE REMOVED I a C3 Go 20' 20" l o i M oo ' o 6 ! -41 I " I o77 i cF / 1130' 30' 11 co Q N I Q c~n tp ^000 N to 00 WHITE WHEAT AVENUE o= N a + SEE TRACT NO. 6290 5� d w N STREET IMPROVEMENT -� mm N o PLANS w + LO W (! ON G N ABB� LEEVIATIONS F.L. FLOWLINE POVC POINr ON VERTICAL CURVE C.L. CEN RLINE BVC BEGIN VERTICAL CURVE ELEV ELEV TION EVC END VERTICAL CURVE BCR BEGR CURB RETURN PI POINT OF INTERSECTION ECR END RB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIt CURVE PCC POINT OF COMPOUND CURVATURE EC END RVE TC TOP Y CURB PIVC POIN OF INTERSECTION TP TOP DF PAVEMENT OF RTICAL CURVE FC FINIS CONCRETE F.O.C. FACE OF CURB R/W RIGH -OF-WAY A0 TOP F DIKE * FURN SH & INSTALL SURVEY MONUMENT F ER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURN SH & INSTALL STREET NAME SIGN F ER C.O.B. STD. T-1. FURN SH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURN SH & INSTALL STREET UGHT-5800 UMEN PER C.O.B. STD. ST -14. -e- FURN SH & INSTALL STREET LIGHT -9500 UMEN PER C.O.B. STD. ST -14. 37 I i 1 t MOUNTAIN RIDGE EXIST. EDGE OF PA 38 I I w I I I I 26 j j 27 i ADDITIONAL CONSTRUCTION NOTES,- REMOVE OTES:REMOVE PORTION OF EXIST. LIMIT LINE. 13 NEW TRAFFIC SIGN - SEE ,LEGEND. 14 REMOVE PORTION OF EXISTING STRIPING. 15 EXISTING PAVEMENT MARKING TO REMAIN. 16 NEW PAVEMENT MARKING + SEE LEGEND. 1� EXISTING STRIPING TO REMAIN 18 REMOVE EXISTING PAVEMENT MARKING. 19 REMOVE EXISTING PAVEMENT MARKING AND REPLACE WITH NEW PAVEMENT MARKING (SEE LEGEND). 0 REMOVE/RELOCATE EXISTING PAVEMENT MARKINGS AS REQUIRED FOR RELOCATED CROSSWALK/LIMIT LINES (TYPICAL). 21 REMOVE EXISTING LIMIT LINE. OYSTER WAY LU 2 NOTES: FOR STREET IMPROVEMENT PLANS SEESUNT SEE SHEET 13 SEE SHEET 19R 2 FOR STRIPING PLANS Rt -1 ..� FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.STD. T-19: 30' 30' o 1 O ■ 0 0 Z 20' 20' W U � \\\ J � I U I W + , \ . ���' : 0 M .333 s W cn TS p I CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. 1 OF CA 0 " R5-1 - DO NOT ENTER "W3-1" - STOP AHEAD "R26(CA)" *W14-1" IR FURNISH & INSTALL IRRIGATION CONDUIT ID CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL I L PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 6 ' c10- \ - NO PARKING - NOT A THROUGH STREET "R3 -5R"» RIGHT TURN ONLY "WI4-2" - NO OUTLET Ic U I UNITS STANDARD PLAN RSP A88A CASE A. 10 I W U "R81(CA) - BIKE LANE M-7" - DOUBLE ARROW "R7-9 - NO PARKING/BIKE LANE "WI TIR3 T 5 TL -s 40 ® CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. Lu O.G. TO BE COMPACTED TO 95� RELATIVE DENSITY PER C.O.B. STD. ST -9. N " 'FIM TR3=N0. 3 1/2 SIZE 1R5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION 5 O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ~ V� iT "B" o \\ - LEFT/RIGHT/THRU SIGN p�p 1 1:"' 1 ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. N 1 cA j �T 3 d M�7 -- O TAPER NUMBER FOR TAPER DESCRIPTION Z m W + o Z T W O N I ( 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 90% OF MAX. Z i \ \ - - p EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEMOF WORK - SEE SCHEDULE TO 12 BEYOND GUTTER LIP TO A DEPTH OF 12". m N �3� ® L N CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS ( INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT 4. 634H W � I R26 CA -- -- -- -- -- -- -- z - 26 j j 27 i ADDITIONAL CONSTRUCTION NOTES,- REMOVE OTES:REMOVE PORTION OF EXIST. LIMIT LINE. 13 NEW TRAFFIC SIGN - SEE ,LEGEND. 14 REMOVE PORTION OF EXISTING STRIPING. 15 EXISTING PAVEMENT MARKING TO REMAIN. 16 NEW PAVEMENT MARKING + SEE LEGEND. 1� EXISTING STRIPING TO REMAIN 18 REMOVE EXISTING PAVEMENT MARKING. 19 REMOVE EXISTING PAVEMENT MARKING AND REPLACE WITH NEW PAVEMENT MARKING (SEE LEGEND). 0 REMOVE/RELOCATE EXISTING PAVEMENT MARKINGS AS REQUIRED FOR RELOCATED CROSSWALK/LIMIT LINES (TYPICAL). 21 REMOVE EXISTING LIMIT LINE. r+-� lwll 11i� �I DETAIL 32 iv DETAIL 32 DETAIL 29 S:22 DETAIL 22-\16 " 8 �� 14 17 ►+00 28+00 29+00 30+00 31+00 32+00 +00 14 35+00 iv 36+00 + EXIST. DETAIL 22 PLACE NEW PAVEMENT -- MARKINGS IN THE CENTER DETAIL 38 14 20 -EXISTING CURB AND GUTTER --% _ _ _ _ - - - - - - - - - - - - - - - - - - - - - TO BE REMOVED T - - - - - - - 3 - -16 - � 20 8 ...,_ - - -. -C- - - - -�C IC � _- _. - -- -C K �C iC �C C -._IC .- 'C - - -- _ =� �___-_ -- _ = --_ _ -, INSTALL Wi-7- z - n WITH OM1 -3 - P _____[REMOVED EXIST - - - - - - - -o / - - C) o MARKER o PAVEMENT MARKINGS C3 m C3 f" o O 16 \ II i Q (� 1 i 1 W r i J I i I i 1 N o v o aO Q c I { J 9 1 1 0 cj a I o aD 'll� 90 91 M M MO 92 J o 93 94 95 I 96 97 98 1 Maf'7 99 C3 pppp� 0M 101 1 U pj O n m M Y I { W± v 6 o o J R /� J 1\� :J .� J w a M M 00 a+ McKEE ROAD `" o,9 o z "' r u -' o z ''' 0 OD o M w" SEE SHEETS 15R & 16R I= rn u Q w+ o Z 6d FOR STREET IMPROVEMENT PLANS tZ v~i N +o m v~i wm N �, Z M z z o ^� SEE SHEET 19R SMI m z Q w to w to W tri FOR STRIPING PLANS ~ N wW N ++ z QQ m En N m W c0 co MOUNTAIN RIDGE DRIVE (STA. 23+18.34 TO STA. 36+36.71) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL J ~ It 00 N 06 w N J ,J W CU X CU > N -IQ co m a O M z M M w m cn ,1 LEGEND: (CONT.i McKEE ROAD LU SEE SHEETS 15R & 16R NOTES: FOR STREET IMPROVEMENT PLANS I SEE SHEET 19R 2 FOR STRIPING PLANS Rt -1 ..� FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.STD. T-19: \ PROPOSED SAWCUT LIMIT UNE o CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. O \� 0 0 Z J� O m W U C -4 M J � I U I W + , \ . ���' : 0 M .333 s W cn TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUITAILS. /0 r+-� lwll 11i� �I DETAIL 32 iv DETAIL 32 DETAIL 29 S:22 DETAIL 22-\16 " 8 �� 14 17 ►+00 28+00 29+00 30+00 31+00 32+00 +00 14 35+00 iv 36+00 + EXIST. DETAIL 22 PLACE NEW PAVEMENT -- MARKINGS IN THE CENTER DETAIL 38 14 20 -EXISTING CURB AND GUTTER --% _ _ _ _ - - - - - - - - - - - - - - - - - - - - - TO BE REMOVED T - - - - - - - 3 - -16 - � 20 8 ...,_ - - -. -C- - - - -�C IC � _- _. - -- -C K �C iC �C C -._IC .- 'C - - -- _ =� �___-_ -- _ = --_ _ -, INSTALL Wi-7- z - n WITH OM1 -3 - P _____[REMOVED EXIST - - - - - - - -o / - - C) o MARKER o PAVEMENT MARKINGS C3 m C3 f" o O 16 \ II i Q (� 1 i 1 W r i J I i I i 1 N o v o aO Q c I { J 9 1 1 0 cj a I o aD 'll� 90 91 M M MO 92 J o 93 94 95 I 96 97 98 1 Maf'7 99 C3 pppp� 0M 101 1 U pj O n m M Y I { W± v 6 o o J R /� J 1\� :J .� J w a M M 00 a+ McKEE ROAD `" o,9 o z "' r u -' o z ''' 0 OD o M w" SEE SHEETS 15R & 16R I= rn u Q w+ o Z 6d FOR STREET IMPROVEMENT PLANS tZ v~i N +o m v~i wm N �, Z M z z o ^� SEE SHEET 19R SMI m z Q w to w to W tri FOR STRIPING PLANS ~ N wW N ++ z QQ m En N m W c0 co MOUNTAIN RIDGE DRIVE (STA. 23+18.34 TO STA. 36+36.71) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL J ~ It 00 N 06 w N J ,J W CU X CU > N -IQ co m a O M z M M w m cn ,1 LEGEND: (CONT.i LEGEND: (CONT.) LU CONSTRUCTION NOTES: NOTES:, I �c, r� Rt -1 ..� FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. � FOR SEWER AND STORM DRAIN SEE SEWER AND��; �� � ` z W "R1-1" -STOP "WI -1" -CURVE ARROW �W STORM DRAIN PLANS FOR °, ��� , \ . ���' : O .333 0 "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" -ONE WAY "W3-3" -SIGNAL AHEAD TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUITAILS. /0 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - OF CA .6-30-4c f " R5-1 - DO NOT ENTER "W3-1" - STOP AHEAD "R26(CA)" *W14-1" IR FURNISH & INSTALL IRRIGATION CONDUIT ID CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 6 ' c10- - NO PARKING - NOT A THROUGH STREET "R3 -5R"» RIGHT TURN ONLY "WI4-2" - NO OUTLET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 10 0.40' AGGREGATE BASE OVER 0.80' COMPACTED W Q "R81(CA) - BIKE LANE M-7" - DOUBLE ARROW "R7-9 - NO PARKING/BIKE LANE "WI TIR3 T 5 TL -s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. Lu O.G. TO BE COMPACTED TO 95� RELATIVE DENSITY PER C.O.B. STD. ST -9. -6" - SINGLE ARROW "R3 -r -RIGHT LANE MUST TURN RIGHT "R61-5" 1 TR3=N0. 3 1/2 SIZE 1R5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION 5 O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ~ V� iT "B" CO - LEFT/RIGHT/THRU SIGN ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. 1 cA j �T 3 d M�7 -- O TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT m OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED ` Z D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 90% OF MAX. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY - - p EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEMOF WORK - SEE SCHEDULE TO 12 BEYOND GUTTER LIP TO A DEPTH OF 12". PER C.O.B. STD. ST -9. �3� ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS J INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" W PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED)7 0 U s z A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' Cl a' � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED �N COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE Z ti BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT THETIME.SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. S SEWER -REFER TO SEWER &STORM DRAIN PLANS CONS AME N ADJACENT UNIT. 3 v O a s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 8 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS z12: �i SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21C-19. �aaU) PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 2 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. REVISION � APPROVED BY: m N STOP "STOP" 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 S ROGER A. McINTosH DATE • TRACT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. ww of Of w w SECTION LETTER AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDSPROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE R.C.E. 33322 EXP. 06/30/16 10 UNIT BOUNDARY CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD S' EXISTING STRIPING AND MARKINGS, TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN 2 NOTE: SEE CALTRANS TRAFFIC MANUAL --AL- DETAILS ALL TEMPORAR STRIPI�ARKIN� G� DE�TED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 REVISION WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (I) SHALL BE STRIPING TAPE (SSP) OR 11 DAYS PRIOR TO PAVING. APPROVED BY: ALL OTHER STRIPING AND PER C.O.B. STD. ST -2 (REVISED 6-2-99). M IAN SHAW C. IV DATE WATERBOURNE PAINT. TO BE THERMOPLASTIC PAINT PER CALTRANS R. .E. 32178 EXP. 12/31/16 STANDARD SPECIFICATION ON SECTION 84, MARKING SHALL BE THERMOPLASTIC PER CALTRANS 2010 EDITION. STANDARD SPECIFICATION ON SECTION 84, 2010 ED. 0) 0 M M F- 0 j Q `r 0 O � z u- < Q J LLJ W U 00 � n J r W t0 co �. N W W Y Q M a D mQfiitiN d- LU r� �o o z W Q �W o O �o z� 0 as z J W 0 Z C7 s� c -� ID C> W 6 IX a D mQfiitiN LU �o z W Q �W � O �o z� co as z - W 0 Z C7 W ¢ C> W J CL IX 10 Z W Q 0Z Lu z ~ opo CO O u V? m Y Z Z Lu Qn J to W 0 U s z Cl a' �N 06 Z ti 3 v O a z12: �aaU) N ca N N m N S S > S ww of Of w w w of Go O to p tD OO M ^000 N w W MCC 0) W 0 LU z �W � O co as z - W 0 Z Z ¢ C> W J CL IX 10 CD 0Z Lu Lu ~ Z a CO m O Z Lu Qn J 0 U s a' N w W MCC 0) W 0 m oD N II N M N 1 o �- cr o www i 1 RIGHTS OF THE PUBLIC AS r Q II 3 o o '�? w o Q N i I ! TO ANY PORTION OF THE LAND 2 N¢ : o �¢,:w + # Y #! I LYING WITHIN THE AREA o C> N to cn J - - tno � w # I COMMONLY KNOWN AS ASHE ROAD �- Lq wtwo -„ w ci w c,i w3 ( Y I Ii (COUNTY ROAD No. 199). o o ECE w ` . Nii p� ?Or- 00 WOM Oz^ '`'� # ¢Q� I N" ! \ ~ " ~ JJ -,J 3 i N cli + ++ LLiJI + w� _I -� I �� U a c) J o �0, _ � c� z °' ww rn � �, �w orcoi M m o # cn�� 8 1 v { \� M o m o FUTURE R/W 0° v v Q� y o ci p .i p o¢ z d a o c5 a� ;! Ew of ., w of 1 \� -- -- -- o a o o w M W Cn Z H Z F I -F'•' wm ~�j # !_ MT D a0 �`�' - -..• Q'�- OIC 19-m to- -� - - - ._�; - - ++ www !+ `�p II m� i _-____====-o�� _____===�J+ _ -- __ Z�� I---- 3O w cn w to to to rn _ _ m co U) N I w o+ z- - - T - _ -- -- -- ----_ -- ad MATCH UNE w a Z5DETAIL 27P 11 I z � w W FUTURE CURB & GUTTER ¢ - - - - - _ - _ _ - - _ - - - _ _ to to STA. 21+00.00 C.L L'Jmw t i EXIST. DETAIL 22 18 EXIST. DETAIL 38 18 1$ ii 1 w v~i w N mo N wo N - _ - , qUNIT/TRACT _ _ _ - - - - - - - - - - - - - - ' - - - TO BE REMOVED TO BE REMOVED # li I # TRS NEW E.P. C.L/ Q BOUNDARY - - - - - - - - - - - - - - - ._ - - - - - - - - - - - - - - _ 16 MATCH UNE -DETAIL 27B+00 7+00 8+00 I ! 16 18 2A 16+63.43 C.L - INSTALL WI -7 - 00 tt+oo NEW DETAIL 276 R/W PER TR. 6757 WITH OM1 -3 Q - O Iz+00 S89ro2 46'E 13+00 rD t 7+00 MARKER » DETAIL 27B STA. 21+00.00, C.L. 6.00RT. ' 16 DET L 22 I 14+0o 663.43 16+00 t8+00 D 16 1 I W3-1 15+00 S89'02 46 E 20+00 t+00 W NEW DETAIL 22 # NEV DETAIL 38 S89ro246 E 149.64 t9+ 86.93 18 1 14 Il I $ NEW DETAIL 22 DETAIL 27B-/�r� N ! I INEW DETAIL o _ ( DETAIL 22 I CURB do REMOVE EXIS 19 1 16 GORE STRIP REM Es Wo I 16 Rs _ _ _ _ DETAIL 22 W _ I W IN 19 OVE EXIST. -� - - - - (� GUTTER o GORE STRIPING 19 15 I I, I f , FUTURE- -- -_--- I- --- -- 2}-- r= 634G9 ------------ ------------------ M ~ M o E ST. DETAIL 38 _ - - _ _ oo - _ �_ _ - - 1 j i 1 _ ! / PUMP ASSEMaEY HANDICAP RAMP 1 (FUTURE) `- / - - - - - - - - - - - - - - - - J mo J �`' TO BE REMOVEQ " w f I I o' / o o R W PROPOSED BLOCK WALL a m Q o co M ! I O �,, w o 1 0 4�tcoi m N J I ! O ckfEX. SEWER UFT STATION a 'o w a3 PROPOSED BLOCK WAI ¢ N SEE WALL PLANS FOR UJ ON O cc U Lw o �. F- N i 1 Q - DETAILS I SEE WALL PLANS FOR�J � w ¢ ti CCCN 14 M N C6 w # �- I I "� MAMTENANCE DO^vR �- IIII DETAILS (U to m F- d J N O! I J J 11 ¢ U U O>Z IT W O Ow tOp � N + M J W N # I W M O N U �� � COiJCRE7E PAD m 0 m ICO w+ w ao J v # ^ O O 11 N x O o I I I I III !0 - CID I" p Q u- J O J O In uj I- I U¢ W cO0 O U I ! in ¢ ,[) ¢ I I N N+ °O LOT 1 -� 1 1 I¢ cj O N xN M I I I III I i m w ~ a ! + 01 I- + E- + REDWOOD SLATS W/ J N� + Q N U I Io III cS 1 w 4a to p o w W II PUM N q r� L.L.A. NO. 08-0963 1 it C) 1 1 w U 3 + o o� I of o 0 0 0 " IAET R TO BE RELOCATED z0. a PER CERTIFICATE N I it z II 1 I N 50 (I 49 of Z a, ; z Z -- Z PAD w w t¢-• zw 1 1 1 1 i III J v 48 z 47 w a u¢ mo m wp N OF COMPLIANCE FILED AS a a clq w V) w cn I I - - - - r III 1 �- ,n + Z t- I I m N aP to I I w n 20 20 III L,J 1 1 I = c%t wtn oat , # ! DOC. N0. 0209001613, O.R. p 1 I I p 1 1 i Q a �; I , �� 1 McKEE R (NOT A PART 2 ► 1130 30' II i mASHE ROAD 1 1 II I I SEE SHEET 1482 STRIPING PLAN , I III I u N �,Y 3 1 FOR STREET IMPROVEMENT PLANS FREEPORT WAY SEE SHEET 18R2 WITH UNIT 3 SEE SHEET 12 FOR STRIPING PLANS (STA. 5+00.00 TO STA. 21+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL GOLD RIDGE WAY I-- m z N�✓� 316 317 318 J < J I 311 1 312 1 31 3 1 314 I INTERSECTION 1 A I ` ~-, r � 315 �il,�� �1�.� ��-��f i o ry C> wp o f i I I I 1 STA 27+45.77 C." McKEE RD.= � END DETAIL �17B I 1 I 1 I 1 � a o # N rc I" - z - - - - - _ _ _ _ _ _ _ _ _z MBEGIN REMOVAL EXIST. DETAIL 21 Z 1 t ¢ 1 1 # STA. 28+47.47, C.L.32 DOLT. I 5 I I 7 8 1 F J 1 0. C'T Lu o o I STA 12+02.19 C.L , PANDLE WY. * 1 LI - J _+ - - "- - - - - - Li - _ _ _ _ { . 29+2484, C.L.6.00LT• \ STA _�_ 1L _ _ _ m m m W _ - -- __L____ -�_- o.} N - - - _ - - - - - - - - - - M iC IC IC IC IC_ 3C I T - - - - - - - - - _ - 01 + Z O a MATCH LINE -DETAIL 276 0 - I _ _ J IC �1N(; CLIRR Rr GI _ ¢ ` EXISTING CURB & GUTTER 'C Ic _ IC uo ►'� = C O N STA. 21+00.00, C.L 6.00RT. A Z _ - - - O m �' (Q EXISTING A.C. PAVING DETAIL 27B EXIST. DETAIL 21 EXIST DETAIL z 21 00 Q S89'02'46"E 22+00 223.00' 23+00._. 19`x... IL 21 f- I TO BE REMOVED EXISTING A.C. PAVING -- _---�'' TO BE REMOVED L`' �' �' S89'02'46 E ,!-EXIST E.P. 26+00 422 8' I 24+00 ~ _�F 2 +0o y S89ro2'46" i 151.70' 2 + (� DETAiI 27B • 2 ETAIL 22 25+00 �..G11 30+00 S89ro ,�-E 3t+0o EXIST. E.P. 32+00 602.53' 34+0� DETAIL 22 m W D 2 28+0o DETAIL 22 DETAIL 22 3 +00 35+00 (� A. ETAIL 22 2 � 1 ' W r 11 DETAIL 22 8'x90' BAY TAPER ' -i --Lli TAPER R/W STRAIGHT 16 DETAIL 38 ' z - -- - -- -- --Wa-- - - -- -- NS '04I -- -- __ 634H3 LLJ C) i i ; I M IQ SEE ALLDPLAOCK ' 3 - -- R/W -- -- -- -- -- -- - - - -- -- -- N c ' i 1 DETAILS 1 2A 1 N I J i`I $ J 1 J 1 I I t PROPOSED BLOCK WA z = I I I N U I I :nl I I 0 1 I J !L \ 1 1 SEE WALL PLANS FOR t w I Iz f U J -J J ' I I N ap' O { N U 1 DETAILS 1 1 0. W p 0 N d• to J N N w tp q // o o 46 45 1 44 I 43 N 1 42 I 41 1 40 J "_ 1 ¢ M _" ( �� N 0 °°� I = O 1 Nd 1 N� 1 N I ¢� 39 1 I 1 f -r` JO '' I ( I = ¢ 1 M W I I I N O 1 H+ + t l I , I I W+ ¢ I C.'1 _ j J J ( ItU 1� Q Q w w 1 z0 20 I + 7 " 36 35 34 33 _ F -- mi F. + ( t¢-- + I QO pN pN I T I I Z" pN 1 pN 1 1 '1 1 3 I¢N 31 1 amN �} I 00 .10 'm / L SN , 1 w'`� oN I I wii I cis o¢ I 1�' 30') 1 W� o0. Z Itnco 1 �_ `a 3V I _'`q 29 o Io / Q H a p N t 1 , m N lal N W N m fn Z H I C.7 a LV N tn0 (V i[ LV W �j W O N H W N U H i I m M NOtD M p sh ¢ ¢ I I( W N m N I O O NN X ( I•.. sf• Z Z O U 1- ¢ I - W + � + J + / PANDLE WAY I UNIT! 33 M _j Lr) M I _ w, _ m to m to SEE SHEET 13 �� MOUNTAIN RIDGE DRIVE 0 < �pI LJ a .� a � .4 mtn Owm to W H ¢I -¢F SEE SHEET 17 T INTERSECTION m to � rn m to McKEE ROAD FOR SFOR STRIPING PLANS TREET IMPROVEMENT PLANS STA 36+45.99 C.L. McKEE RD.= o �\ SEE SHEET 18R2 STA. 36+36.71 C.L. MOUNTAIN RIDGE DR. # STRIPING PLAN I END REMOVAL EXIST. DETAIL 1 I BEGIN REMOVAL EXIST. D 10 STA. 36+02.69, C.L. 16.00LT•21 1 / DETAIL 21 U �� WITH UNIT 3 sra 3s+66.22, C.L. 16.00LT. M f i JS c ; ! BEGIN DETAIL 38 --' DITIONAI� CONSTRUCTION NOTES' (STA. 21+00.00 TO STA. 35+00.00) END DETAIL END DETAIL 32 STA. 35+92.561 C.L. 6.00LT. / ; STA. 36+99.37, C.L. 6.00LT. w + _ STA 39+59.37, C.L. 6.00LT. 1© REMOVE PORTION OF EXIST. LIMIT LINE. SCALE: 1" = 50' HORIZONTAL EXIST. CURB & GUTTER 1--- - - - - ' - - --�j t'' R1_1 - - - - - - -Ztry- Cl _ _ " Ic ` NEW TRAFFIC SIGN -SEE LEGEND 1 = 5 VERTICAL MATCH UNE-DETAI � • l � Ic VING DETAIL � �! ` W 19 REMOVE EXISTING PAVEMENT MARKING AND -- - Rt -1 % � �`- - - REPLACE WITH NEW PAVEMENT MARKING - _ - - - -- - - CD (SEE LEGEND). U O N S9C>P _t - 1 1_ _ J J ' / /'1 ^ �c' / O O , J J Q REMOVE/RELOCATE EXISTING PAVEMENT ~ m / 28 r� 1 NmN ci }N ci v W 2� O O J(� i ¢-J I_ Nw MARKINGS AS REQUIRED FOR RELOCATED o g ,°D,, CO _j (6 1 J { (� (� j n N o i lJ I N o 1 0 2 1 i lJ J `o'- � i F `r M I N C4 CROSSWALK/LIMIT LINES (TYPICAL). z C> / 1- d J i N 1 x0 + w g W J / WU ¢ U 1 I J M N M , WOO CA WO 21 REMOVE EXISTING LIMIT LINE. "' / Cos Z ^ i 1 o0.', Ja ocza M co o� a o d g N Z O, j Q Ci"i I 1 i I `�,.,'Q O+ j OW ^ W m F¢- N W 1a- W N J,� °° "' w , MOUNTAIN RIDGE DRIVE Z "' cz "' 41+00 EXIST. DETAIL 21 TO REMAIN I 1 I j I I HARVEST WIND PROPOSED BLOCK WALL =' a p "> SEE SHEET 17 m N 05< } - j; SEE TRACT 6290 SEE WALL PLANS FOR a v' -i p a FOR STREET IMPROVEMENT PLANS wm (n DETAILS N w w SEE SHEET 18R2 FOR STRIPING PLANS N LEGEND: NT. M KEE ROAD LEGEND: (CONT,� CONSTRUCTION NOTES: - " ; ; G` , NOTES: , STRIPING PLAN ABBR VIA ONS 1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -; _ ---------------------- PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND ` _ :I WITH UNIT 3 F.L. FLOWUNE POVC POINT ON TICAL CURVE "R1-1' -STOP "WI -1" -CURVE ARROW �. • C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT STORM DRAIN PLANS FOR DETAILS. u A. 35+00.00 TO STA. 41+00.00) ELEV ELEVATION EVC END VERTIC CURVE 'R6-1' ONE WAY "W3-3' -SIGNAL AHEAD 2O CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. nA+� �•� CALF: 1 = 50 HORI BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1' - DO NOT ENTER "W3-1' -STOP AHEAD IR FURNISH &INSTALL IRRIGATION CONDUIT 2. McKEE ROAD &MOUNTAIN RIDGE ROAD -, = 5' tS§/n ECR END CURB TURN PRC POINT OF R VERSE CURVATURE »R2s(CA)' - NO PARKING �WI4-1� - NOT A THROUGH STREET is O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30 TYPE B A.C. OVER FURNISH & INSTALL INTERCONNECT CONDUIT ' ; < A AA_ J `' BC BEGIN CUR PCC POINT OF POUND CURVATURE R3 -5R -RIGHT TURN ONLY YY14-2 - NO OUTLET UNITS STANDARD PLAN RSP A88A CASE A 0 40' AGGREGA EC END CURVE Tel TOP OF CUB "R81(CA)' -BIKE LANE 'Wi 7" A TE BASE OVER 0.80 COMPACTED - - DOUBLE ARROW T1�3 Tgs Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITYcap.. r, PIVC POINT OF INTERSECTION TP TDP OF PA ENT "R7-9" - NO PARKING/BIKE LANE WI -6" -SINGLE ARROW OF VERTICAL CURVE FC FINISH CONCRETE "R3-7" RIGHT LANE MUST TURN RIGHT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE r PER C.O.B. STD. ST -9. `r No 3 2 1 O SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY x s -16 F.O.C. FACE OF CURB R/W RIGHT-OF-WAY R61-5 - LEFT/RIGHT/THRU SIGN CURVE NUMBER FOR CURVE DESCRIPTION rj I � _ 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. Qe{1�'7/jp TOD� TOP OF DIKE D O1 TAPER NUMBER FOR TAPER DESCRIPTION ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED rvI\- �P STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. ��F 2 " O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY of ra�� Q FURNISH & I STALL SURVEY MONUMENT PER C.06. STD. ST -13. `�` 0 EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q# ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER � � �'�� D�L- GUTTER LIP TO A DEPTH OF 12 . C.O.B.B. STD. ST-9.`„�� EXISTING SURVEY MONUMENT ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' HANGS � �� •� INSTALL W-31 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" u �T o�141f FURNISH & I STALL STREET NAME SIGN PER C.0 . STD. T-1. � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B.STD. ST -4. (UNLESS OTHERWISE NOTED) O OUNDARY OF TRACT I IF ADJ ACENT CENT UNI MAS NOT CONSTRUCTED A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 2 s SEWER - REFER TO SEWER & STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH & I STALL METRO STREET NAME SIGN R C.O.B. STD. r-1. CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS CAL -TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS -o- FURNISH & I STALL STREET LIGHT -5800 LUMEN ER C.O.B. STD. ST -14. Q LEFT OR RIGHT AS APPUCABLE ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS - SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS 2 �, STANDARD SPECIFICATION 8010-21 C-19. PER C.O.B. STD. D 14 UNLESS NOTED OTHERWISE. -o- FURNISH & INSTALL STREET LIGHT -9500 LUMEN ER C.O.B. STD. ST -14. CALTRANS TYPE VII ARROW REVISION © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. kf AS APPLICABLE, TO BE PAINTED INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6• ADJUST EXISTING SEWER MANHOLES TO FINISH APPROVED BY: ED GRADE. S SECTION DESIGNATION: � .. �� .. �.....� TRACT BOUNDARY ST 'STOP" MARKING PER CAL -TRANS STANDARDS g A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE ', ROGER A. McINTOSH DATE IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE R.C.E. 33322 EXP. 06/30/16 sEcnoN LETTER UNIT BOUNDARY PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE MEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED -EXIST. A.C. DIKE'S S`� �' 0 / ED PLANS. SHOULD 2 �a �____,_ EXISTING STRIPING AND MARKINGS TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL O REVISION SHEET WHERE SECTION IS SHOWN NOTE SEE CALTRANS TRAFFIC MANUAL --_FO DETgILS qll TEMpoRARY STR�I� N_ G�AN�ARKIN ;Ep CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL ALL PERMANENT STRIPING & PAVEMENT MARKINGS IMTH (T) SHALL BE STRIPING TAPE (SSP) OR 11 DAYS PRIOR TO PAVING. APPROVED BY: TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND PER C.O.B. STD. ST -2 (REVISED 6-2-99). MA IAN SHAW C.E. IV STANDARD SPECIFICATION ON SECTION 84, MARKING SHALL BE THERMOPLASTIC PER CALTRANS R.C.E. 32178 EXP. 12/31/16 DATE 010 EDITION. ��.� STANDARD SPEOFICATION SECTION 84, 2010 ED. I _ rn 0 Of Q 0 z 0w� Z w0 I Q J w U n w o, w to 0 c- tD N v v W Y m R } m LINE TABLE L 22 EXIST. DETAIL 21 STA 35+00.00, C.L 6.00LT. TO BE REMOVED 16 14 REMOVE PORTION OF EXISTING STRIPING. EXIST. E.P. 5+00 DETAIL 22 15 EXISTING PAVEMENT MARKING TO REMAIN. � _- 16 NEW PAVEMENT MARKING - SEE LEGEND. 36+ ' DETAIL 38 ' i EXISTING STRIPING TO REMAIN < W _U z 16 18 REMOVE EXISTING PAVEMENT MARKING I 8 I L1 _ 8 EXIST. E.P. 37 ({16 END DETAIL 38 m EXIST. DETAIL 21 ~�- `-' STA 37+49.37, C.L.6.00LT. TO BE REMOVED DETAIL 3 lf DETAIL 32 -sss•o2.4 "�--3 + - _ ' 3 + 0_- _ 425.66' _40+00 I 1 LINE BEARING DISTANCE L1 S89ro2'4s'E 145.99' 2 1000.00 67.35' 3 1000.00 2t.a2' 16 DETAIL 22 DETAIL 32 16 `� EXISTING A C PA 6, TAP BAY • l � Ic VING DETAIL � �! ` W 19 REMOVE EXISTING PAVEMENT MARKING AND -- - Rt -1 % � �`- - - REPLACE WITH NEW PAVEMENT MARKING - _ - - - -- - - CD (SEE LEGEND). U O N S9C>P _t - 1 1_ _ J J ' / /'1 ^ �c' / O O , J J Q REMOVE/RELOCATE EXISTING PAVEMENT ~ m / 28 r� 1 NmN ci }N ci v W 2� O O J(� i ¢-J I_ Nw MARKINGS AS REQUIRED FOR RELOCATED o g ,°D,, CO _j (6 1 J { (� (� j n N o i lJ I N o 1 0 2 1 i lJ J `o'- � i F `r M I N C4 CROSSWALK/LIMIT LINES (TYPICAL). z C> / 1- d J i N 1 x0 + w g W J / WU ¢ U 1 I J M N M , WOO CA WO 21 REMOVE EXISTING LIMIT LINE. "' / Cos Z ^ i 1 o0.', Ja ocza M co o� a o d g N Z O, j Q Ci"i I 1 i I `�,.,'Q O+ j OW ^ W m F¢- N W 1a- W N J,� °° "' w , MOUNTAIN RIDGE DRIVE Z "' cz "' 41+00 EXIST. DETAIL 21 TO REMAIN I 1 I j I I HARVEST WIND PROPOSED BLOCK WALL =' a p "> SEE SHEET 17 m N 05< } - j; SEE TRACT 6290 SEE WALL PLANS FOR a v' -i p a FOR STREET IMPROVEMENT PLANS wm (n DETAILS N w w SEE SHEET 18R2 FOR STRIPING PLANS N LEGEND: NT. M KEE ROAD LEGEND: (CONT,� CONSTRUCTION NOTES: - " ; ; G` , NOTES: , STRIPING PLAN ABBR VIA ONS 1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -; _ ---------------------- PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND ` _ :I WITH UNIT 3 F.L. FLOWUNE POVC POINT ON TICAL CURVE "R1-1' -STOP "WI -1" -CURVE ARROW �. • C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT STORM DRAIN PLANS FOR DETAILS. u A. 35+00.00 TO STA. 41+00.00) ELEV ELEVATION EVC END VERTIC CURVE 'R6-1' ONE WAY "W3-3' -SIGNAL AHEAD 2O CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. nA+� �•� CALF: 1 = 50 HORI BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1' - DO NOT ENTER "W3-1' -STOP AHEAD IR FURNISH &INSTALL IRRIGATION CONDUIT 2. McKEE ROAD &MOUNTAIN RIDGE ROAD -, = 5' tS§/n ECR END CURB TURN PRC POINT OF R VERSE CURVATURE »R2s(CA)' - NO PARKING �WI4-1� - NOT A THROUGH STREET is O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30 TYPE B A.C. OVER FURNISH & INSTALL INTERCONNECT CONDUIT ' ; < A AA_ J `' BC BEGIN CUR PCC POINT OF POUND CURVATURE R3 -5R -RIGHT TURN ONLY YY14-2 - NO OUTLET UNITS STANDARD PLAN RSP A88A CASE A 0 40' AGGREGA EC END CURVE Tel TOP OF CUB "R81(CA)' -BIKE LANE 'Wi 7" A TE BASE OVER 0.80 COMPACTED - - DOUBLE ARROW T1�3 Tgs Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITYcap.. r, PIVC POINT OF INTERSECTION TP TDP OF PA ENT "R7-9" - NO PARKING/BIKE LANE WI -6" -SINGLE ARROW OF VERTICAL CURVE FC FINISH CONCRETE "R3-7" RIGHT LANE MUST TURN RIGHT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE r PER C.O.B. STD. ST -9. `r No 3 2 1 O SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY x s -16 F.O.C. FACE OF CURB R/W RIGHT-OF-WAY R61-5 - LEFT/RIGHT/THRU SIGN CURVE NUMBER FOR CURVE DESCRIPTION rj I � _ 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. Qe{1�'7/jp TOD� TOP OF DIKE D O1 TAPER NUMBER FOR TAPER DESCRIPTION ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED rvI\- �P STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. ��F 2 " O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY of ra�� Q FURNISH & I STALL SURVEY MONUMENT PER C.06. STD. ST -13. `�` 0 EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q# ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER � � �'�� D�L- GUTTER LIP TO A DEPTH OF 12 . C.O.B.B. STD. ST-9.`„�� EXISTING SURVEY MONUMENT ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' HANGS � �� •� INSTALL W-31 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" u �T o�141f FURNISH & I STALL STREET NAME SIGN PER C.0 . STD. T-1. � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B.STD. ST -4. (UNLESS OTHERWISE NOTED) O OUNDARY OF TRACT I IF ADJ ACENT CENT UNI MAS NOT CONSTRUCTED A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 2 s SEWER - REFER TO SEWER & STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH & I STALL METRO STREET NAME SIGN R C.O.B. STD. r-1. CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS CAL -TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS -o- FURNISH & I STALL STREET LIGHT -5800 LUMEN ER C.O.B. STD. ST -14. Q LEFT OR RIGHT AS APPUCABLE ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS - SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS 2 �, STANDARD SPECIFICATION 8010-21 C-19. PER C.O.B. STD. D 14 UNLESS NOTED OTHERWISE. -o- FURNISH & INSTALL STREET LIGHT -9500 LUMEN ER C.O.B. STD. ST -14. CALTRANS TYPE VII ARROW REVISION © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. kf AS APPLICABLE, TO BE PAINTED INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6• ADJUST EXISTING SEWER MANHOLES TO FINISH APPROVED BY: ED GRADE. S SECTION DESIGNATION: � .. �� .. �.....� TRACT BOUNDARY ST 'STOP" MARKING PER CAL -TRANS STANDARDS g A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE ', ROGER A. McINTOSH DATE IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE R.C.E. 33322 EXP. 06/30/16 sEcnoN LETTER UNIT BOUNDARY PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE MEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED -EXIST. A.C. DIKE'S S`� �' 0 / ED PLANS. SHOULD 2 �a �____,_ EXISTING STRIPING AND MARKINGS TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL O REVISION SHEET WHERE SECTION IS SHOWN NOTE SEE CALTRANS TRAFFIC MANUAL --_FO DETgILS qll TEMpoRARY STR�I� N_ G�AN�ARKIN ;Ep CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL ALL PERMANENT STRIPING & PAVEMENT MARKINGS IMTH (T) SHALL BE STRIPING TAPE (SSP) OR 11 DAYS PRIOR TO PAVING. APPROVED BY: TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND PER C.O.B. STD. ST -2 (REVISED 6-2-99). MA IAN SHAW C.E. IV STANDARD SPECIFICATION ON SECTION 84, MARKING SHALL BE THERMOPLASTIC PER CALTRANS R.C.E. 32178 EXP. 12/31/16 DATE 010 EDITION. ��.� STANDARD SPEOFICATION SECTION 84, 2010 ED. I _ rn 0 Of Q 0 z 0w� Z w0 I Q J w U n w o, w to 0 c- tD N v v W Y m R } m J .4c M C4 CURVET BLE J a URVE RADIUS LENGTH TANGENT DELTA 1 45.59' 70.18' 44.18' 88'12'14" a 2 1000.00 67.35' 33.69' 03'51'32" F 3 1000.00 21.02' 10.51' 01'12'16" • l � Ic VING DETAIL � �! ` W 19 REMOVE EXISTING PAVEMENT MARKING AND -- - Rt -1 % � �`- - - REPLACE WITH NEW PAVEMENT MARKING - _ - - - -- - - CD (SEE LEGEND). U O N S9C>P _t - 1 1_ _ J J ' / /'1 ^ �c' / O O , J J Q REMOVE/RELOCATE EXISTING PAVEMENT ~ m / 28 r� 1 NmN ci }N ci v W 2� O O J(� i ¢-J I_ Nw MARKINGS AS REQUIRED FOR RELOCATED o g ,°D,, CO _j (6 1 J { (� (� j n N o i lJ I N o 1 0 2 1 i lJ J `o'- � i F `r M I N C4 CROSSWALK/LIMIT LINES (TYPICAL). z C> / 1- d J i N 1 x0 + w g W J / WU ¢ U 1 I J M N M , WOO CA WO 21 REMOVE EXISTING LIMIT LINE. "' / Cos Z ^ i 1 o0.', Ja ocza M co o� a o d g N Z O, j Q Ci"i I 1 i I `�,.,'Q O+ j OW ^ W m F¢- N W 1a- W N J,� °° "' w , MOUNTAIN RIDGE DRIVE Z "' cz "' 41+00 EXIST. DETAIL 21 TO REMAIN I 1 I j I I HARVEST WIND PROPOSED BLOCK WALL =' a p "> SEE SHEET 17 m N 05< } - j; SEE TRACT 6290 SEE WALL PLANS FOR a v' -i p a FOR STREET IMPROVEMENT PLANS wm (n DETAILS N w w SEE SHEET 18R2 FOR STRIPING PLANS N LEGEND: NT. M KEE ROAD LEGEND: (CONT,� CONSTRUCTION NOTES: - " ; ; G` , NOTES: , STRIPING PLAN ABBR VIA ONS 1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -; _ ---------------------- PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND ` _ :I WITH UNIT 3 F.L. FLOWUNE POVC POINT ON TICAL CURVE "R1-1' -STOP "WI -1" -CURVE ARROW �. • C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT STORM DRAIN PLANS FOR DETAILS. u A. 35+00.00 TO STA. 41+00.00) ELEV ELEVATION EVC END VERTIC CURVE 'R6-1' ONE WAY "W3-3' -SIGNAL AHEAD 2O CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3. nA+� �•� CALF: 1 = 50 HORI BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1' - DO NOT ENTER "W3-1' -STOP AHEAD IR FURNISH &INSTALL IRRIGATION CONDUIT 2. McKEE ROAD &MOUNTAIN RIDGE ROAD -, = 5' tS§/n ECR END CURB TURN PRC POINT OF R VERSE CURVATURE »R2s(CA)' - NO PARKING �WI4-1� - NOT A THROUGH STREET is O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30 TYPE B A.C. OVER FURNISH & INSTALL INTERCONNECT CONDUIT ' ; < A AA_ J `' BC BEGIN CUR PCC POINT OF POUND CURVATURE R3 -5R -RIGHT TURN ONLY YY14-2 - NO OUTLET UNITS STANDARD PLAN RSP A88A CASE A 0 40' AGGREGA EC END CURVE Tel TOP OF CUB "R81(CA)' -BIKE LANE 'Wi 7" A TE BASE OVER 0.80 COMPACTED - - DOUBLE ARROW T1�3 Tgs Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITYcap.. r, PIVC POINT OF INTERSECTION TP TDP OF PA ENT "R7-9" - NO PARKING/BIKE LANE WI -6" -SINGLE ARROW OF VERTICAL CURVE FC FINISH CONCRETE "R3-7" RIGHT LANE MUST TURN RIGHT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE r PER C.O.B. STD. ST -9. `r No 3 2 1 O SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY x s -16 F.O.C. FACE OF CURB R/W RIGHT-OF-WAY R61-5 - LEFT/RIGHT/THRU SIGN CURVE NUMBER FOR CURVE DESCRIPTION rj I � _ 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. Qe{1�'7/jp TOD� TOP OF DIKE D O1 TAPER NUMBER FOR TAPER DESCRIPTION ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED rvI\- �P STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. ��F 2 " O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY of ra�� Q FURNISH & I STALL SURVEY MONUMENT PER C.06. STD. ST -13. `�` 0 EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q# ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER � � �'�� D�L- GUTTER LIP TO A DEPTH OF 12 . C.O.B.B. STD. ST-9.`„�� EXISTING SURVEY MONUMENT ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' HANGS � �� •� INSTALL W-31 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" u �T o�141f FURNISH & I STALL STREET NAME SIGN PER C.0 . STD. T-1. � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B.STD. ST -4. (UNLESS OTHERWISE NOTED) O OUNDARY OF TRACT I IF ADJ ACENT CENT UNI MAS NOT CONSTRUCTED A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 2 s SEWER - REFER TO SEWER & STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE FURNISH & I STALL METRO STREET NAME SIGN R C.O.B. STD. r-1. CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS CAL -TRANS TYPE IV ARROW 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS -o- FURNISH & I STALL STREET LIGHT -5800 LUMEN ER C.O.B. STD. ST -14. Q LEFT OR RIGHT AS APPUCABLE ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS - SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS 2 �, STANDARD SPECIFICATION 8010-21 C-19. PER C.O.B. STD. D 14 UNLESS NOTED OTHERWISE. -o- FURNISH & INSTALL STREET LIGHT -9500 LUMEN ER C.O.B. STD. ST -14. CALTRANS TYPE VII ARROW REVISION © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. kf AS APPLICABLE, TO BE PAINTED INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6• ADJUST EXISTING SEWER MANHOLES TO FINISH APPROVED BY: ED GRADE. S SECTION DESIGNATION: � .. �� .. �.....� TRACT BOUNDARY ST 'STOP" MARKING PER CAL -TRANS STANDARDS g A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE ', ROGER A. McINTOSH DATE IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE R.C.E. 33322 EXP. 06/30/16 sEcnoN LETTER UNIT BOUNDARY PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE MEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W 3' WINGS SAME AS SHOWN IN THE APPROVED -EXIST. A.C. DIKE'S S`� �' 0 / ED PLANS. SHOULD 2 �a �____,_ EXISTING STRIPING AND MARKINGS TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL O REVISION SHEET WHERE SECTION IS SHOWN NOTE SEE CALTRANS TRAFFIC MANUAL --_FO DETgILS qll TEMpoRARY STR�I� N_ G�AN�ARKIN ;Ep CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL ALL PERMANENT STRIPING & PAVEMENT MARKINGS IMTH (T) SHALL BE STRIPING TAPE (SSP) OR 11 DAYS PRIOR TO PAVING. APPROVED BY: TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND PER C.O.B. STD. ST -2 (REVISED 6-2-99). MA IAN SHAW C.E. IV STANDARD SPECIFICATION ON SECTION 84, MARKING SHALL BE THERMOPLASTIC PER CALTRANS R.C.E. 32178 EXP. 12/31/16 DATE 010 EDITION. ��.� STANDARD SPEOFICATION SECTION 84, 2010 ED. I _ rn 0 Of Q 0 z 0w� Z w0 I Q J w U n w o, w to 0 c- tD N v v W Y m R } m J .4c M C4 M Ji J a o Z F � 0 Fes- a Goo F Z t - W a. O ZD _ FEW- 9) q K � 1 W to H r v W ~ O O V U M ' W a W � W Z = _ V o rn In o'cc F- u�� J c) Ft C> 2 � to N to Z J CD m m CL 0 >- OOC.D CS -m W�CU >W WIr QdLLN WW V) to W to o W to W W W W wwww to C> � o o Z J a o Z F � Q J Fes- a Goo Lu Z t - W a. O CC _ FEW- 9) q K � 1 W H r Q W ~ O cc V ' W a W � Z Cv G V o rn In o'cc F- J 0 U 0 W CD 0