Loading...
HomeMy WebLinkAbout1.1-6757 Ph 1 - 5 2nd Rec Draw.A. G., ,PAVING TESTING NOTES* al HANDARD NOTES 47 46 SP7--39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 40 7-1, ASPHALT CONCRETE. Asphalt concrete shad be Type A (modified) for aIi 41 SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 17 arterial and collector streets and Type B (modified) for local streets and shall conform to . 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF TF FOLLOWING ESE PLANS: Ir 19 the provisions in Section 39, "asphalt Concrete," of the Standard Specifications and these special provisions. 13 ST --1, ST -3, ST -4, ST --6. ST -7, ST --9, ST -10 32 33 34 THORTON `� 2ia ST --11, ST -13, ST -15. ST -16, ST -17, 0-14, D-16, T-1 29 44 OXFORD Prior to the addition of asphalt binder, the combined mineral aggregate for Type A 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. . ■ (modified) or Type B (modified) asphalt concrete shall conform to the requirements of (STA. 10+00.00 TO- STA. 22+50.00) 5 Section 39-2.02, "Aggregate," of the Spectfications for 3/4-" maximum, medium grading. 4. INSTALL STANDARD SURVEY MONUMENT DAME AND COVER PER CiTY OF 8 9 10 BAKERSFIELD STD, DWG. ST -13. 12 Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded AMUELSON STREET 0 TO BE INSTALLED r16 asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) 18 0 EXISTING 4920 asphalt concrete shall be AR -4000 viscosity graded asphalt, unless otherwise directed by the -i FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. RA SIS j"�� ��"��/��'. Engineer. The asphalt binder shall conform to the requirements in the table for "Steam 5. ^.- INSTALL TRAFFIC CONTROL SIGNS SOFT -Refined Paving Asphalts," in Section 92-1.02, "Grades." of the Standard "R5 -l' -'DO NOT ENTER '54-2' YYHEN CHIC pREN ARE PRESENT INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-11 5 Specifications, 3007 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. -- •--c>-INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' HFN RoAt) When directed by the City Engineer, aggregate conforming to any of the grading 8. POST TOP PER DETAIL HEREON. ' I requirements in Section 39-2.02, "Aggregate". of the Standard Specifications shall be used FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST --14; 490 INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. operations shall not continue until the Contractor has notified the City Engineer;of,the adjustment'-' `that wit! be made in order to meet the required compaction. If any successive to surface intersections, to ers.� and other areas where thin la P yens of asphalt concrete are QFC, o �fi �ti .. - Q- INSTALL STANDARD STREET LIGHTS, 22000 LUMEN H.P.S.V. 3�j being constructed. 41 STREET LiGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE 1 2 3 WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. 12 . The amount of asphalt binder to be mixed with the mineral aggregate shall be determiner by the Contractor in accordance with California Test Method 367 using somptes of materials 6, INSTALL. TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL �� ; aw-- ' proposed for use In the work. The amount of asphalt binder shall be approved by the THE BASIS OF BEARINGS HEREON_ STREETS UNLESS OTHERWISE NOTED. 8 Engineer. tolerances, it chaff be brought within tolerance b either. 1 =abrasive g y {) grinding with 35 p EA 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED, - At least 14 days prior to the start of work, the Contractor shall submit the following for the % r 27���*WI4-2' *Wi4-1 -- DEAD END 1 QT~E - NO OUTLET SIGN NUMBERS ARE FEDERAL CODES equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of anROAD 'The engineer's review and approval: 8. LATERAL LOCATIONS TO BE STAMPED S INTO THE CURB FACE OVER { } 5 5 6 EACH SEWER LATERAL 4 "W1-7' -DOUBLE ARROW UNLESS OTHERWISE INDICATED $Y a. A list of aggregate and asphalt sources. LF - - ..-,. _ 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. // /1 /� , `� ` ^ V! it I Y I/ Y MAP 4-s *M-1* - CURVE ARROW CODES. b. Documentation verifying that the aggregates to be incorporated the work conform fu 1 J rT 6#4L SERVICE POINT: AU PULL BOXES TO BE INSTALLED ON A GRAVEL BED A fI to the requirements of Section 39-2.02, "Aggregate," of the Standard STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS MINIMUM OF 6" THICK. Specifications and these speer provisions. Material sieve analysis_ and sand 10. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS - SEWER & STORM DRAIN PLANS equivalent test results should not be older than six (6) months. All other test 2881 STANDARD PLAN RSP A88A CASE A. 1 results should not be alder than one (i) year. - SEWER & STORM DRAIN PLANS. the last four paragraphs of Section /12--202, "Construction"of the Standard Specifications. FES s -- 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4' BELOW # C. An asphalt concrete mix design determined in accordance with California Test 367. ) 0 PAVEMENT GRADE. Engineer. Laboratory test results on which the design Is based shall be submitted with the mix - SEWER & STORM DRAIN PLANS No. 33 design along with the theoretical maximum density of the design mixture as 12. UNDERCOUND SERVICE ALERT SHALL CONTACTED AT LEAST 2' WORKING ALL BE CON BE CON Exp -" . - - •• - ...^ determined by ASTM 02041. The asphalt! concrete mix shall meet the requirements DAYS PRIOR TO CONSTRUCTION. 1 600. of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. If the data submitted shows that the materials are substantially the some 13. WAR NLNG/REGULATORY SIGNS:- SIGN PANELS SHALL 8E MOUNTED ON POSTS WARWITH l as when the design was prepared, the design may be up to three (3) years old. The HAWKING MZG SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR Developer shall bear all assts associated with the asphalt concrete mix design. EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK $" FROM BACK. Where new asphalt concrete pavement is to conformto existing paved surfaces, the existing pavement shall be saw cut. 14. AN OPEN STREET PERMIT SHALL BE OBTAINED} FROM THE CITY OF BAKERSFIELD A prime coat will not be required on non -paved areas to be surfaced prior to the placement PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, of asphalt however, all other requirements of Section 39-4.01, "Subgrade," of the Standard SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK Specifications shall be met. PERFORMED WITHIN THE RiGHT-OF-WAY AND INSURANCE SHALL BE POSTED The area to which point binder has been applied shall be dosed to public traffic. Care shall PRIOR TO ISSUANCE OF THE PERMIT. be taken to avoid trucking binder material onto the existing pavement surface beyond the 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR i limits of construction. ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE Paving joints shalt match stripe locations unless otherwise permitted by the Engineer. (CL 2 A8) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS. LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE .� Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AS OR CRUSHED MiSCELLAiJEOUS BASE (CMS) CONFORMING TO SECTION 200---2.4 OF asphalt concrete shall be placed at road connections and private drives, where shown on the • HE *GREENBOOK"` plans and as directed by the Engineer, and hand raked, If necessary, and compacted to form 1 z� _ smooth, tapered connections,AGGREGATE BASE SHALL BE FURNISHED AND PI -ACED iN ACCORDANCE WITH The field density of compacted asphalt concrete shall be de#ermined by THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS i CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE A!i a. A properly calibrated nuclear asphalt #seting device in the field, or `. SHALL BE GRADED TO "THIN THE'CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D--1557. 1 b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc stearate may be substituted with paraffin. 16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT f�l STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS. CITY in case of dispute, method b above shall be used. REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM }? Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving DRY DENSITY IN ACCORDANCE NTH ASTM D-1557. operations shall be conducted in such a manner that, at the end of each work shift, the len th of:' avem t i th I t 17 DUST CONTROL REVlsioti/ 3 -/5_1; APPROVED ay: RoUEF2 A. Mc ?; -6S_-► DA7F- R.C,E. 3332-2 Exp. D6/3oll6 RGVIS/ON APPROVED B`f M ►z/nr� SHAW C, t=, !V DATE R. .E: 3Zt78 ExP. 12/3/(/ 6 5 4 3 1 29 P R Cegm or- CaMPU^"Qc_E �it.6D ^s Doc. No, 020900/613 d.R E .. CN07 APA1Zr) J3a. 11 14 12 31 32 17 --------------------------------------- PCR --------------------------------..... CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT NO.'6757 UNITS 1 THRU 5 5Q 49 48 47 46 45 44 43 42 41 40 39 41 - 17 5 MAINE IT 4 Ir 19 3. 13 2 33 34 35 3fi 37 26 27 28 43 42 41 - 17 38 39 51 IT 4 Ir 19 3. 7 31 32 33 34 THORTON `� 2ia I I�YYM.�IIIMI 29 44 OXFORD gr.lYgrl�lrlll� 46 47 HILLS DRIVE 50 484s I2 . ■ I I 1 I..I.,�p,Y"�n„IA�„ (STA. 10+00.00 TO- STA. 22+50.00) 5 6 MAiNE AVENUE 7 8 9 10 11 12 13 AMUELSON STREET 115 r16 17 18 4 26 4920 44�43 -i FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. RA SIS j"�� ��"��/��'. pendent of the maximum theoretical deiT�Ltyr,' the contractor will be advised that` the I �- HANDICAP RAMPS SOFT 1592 "R5 -l' -'DO NOT ENTER '54-2' YYHEN CHIC pREN ARE PRESENT requirement. The corrective work - shgff be at the Developer's exponse. 5 ® ,, to 3007 9775 -- W � c� 38 HFN RoAt) i z 8. BIDDEFORD STREET AND WASHBURN WAY ' I ..�.. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST --14; THE HEARING OF N891t4'33"W, FOR THE SOUTH LiN€ OF THE operations shall not continue until the Contractor has notified the City Engineer;of,the adjustment'-' `that wit! be made in order to meet the required compaction. If any successive 45 QFC, o �fi �ti .. 3� 3�j 42 41 _ 40 1 2 3 13 12 . 11 10 „ 2 33 34 35 3fi 37 26 27 28 43 42 41 30 17 38 39 51 IT 4 Ir 19 3. 7 31 32 33 34 THORTON `� 2ia �� 29 44 OXFORD 45 46 47 HILLS DRIVE 50 484s I2 21 22 23 24 25 26 27 28 43 42 41 30 17 2. U IT 4 t- 3. 7 31 32 33 34 THORTON 35 36 37 38 AVENUE 39 40 28 27 26 C 11 37 36 35 1 34 1 33 32 31 29 AVENUE 213 _ i _ __ _- �► 27 I1 19 2f! 21 22 23 24 25 26 !3 81 7 6 5 4 3 2 ` 13 41 36 37 38 39 40 41 42 43 44 4 14 Q w 1� SHEET TITLE 6 16 m A 1. COVER SHEET lb- 7 17 2. 37 36 35 1 34 1 33 32 31 29 AVENUE 213 _ i _ __ _- �► 27 I1 19 2f! 21 22 23 24 25 26 !3 81 7 6 5 4 3 2 ` 13 41 36 37 38 39 40 41 42 43 44 +� 9 BERING LANE 11 10 s $ 18 19 20 } 21 22 23 24 25 26 2 f_ w AND SELMA STREET 37 12 13 1 o . ' 17 10. HOLYOKE DRIVE 16 15 14 i2 i1 9 > .6 1 !� _ AND MERCHANTS LANE 36 13 XEBEC 4 t 11. CABOT WAY CALYPSO WAY ' 1 17 AWNUE 35 I AND COASTAL 14 �---- , 3 L LANE 01 ->_ a #� zz� � 1 - - _ _ i 34 TE *TEAT 12. FARMINGTON WAY' ?4 23 22 21 20 19 18 17 16 !j. 0 18 t9 2O 21 { g 23 24 25 26 # .' AND FREEP©RT WAY iL 15 ?- -� 27 28� 33 ► 13. PANDALE WAY, OYSTER WAY g p en sang a ongr udrn drop-off between adjacent lanes is not greater 11 Li 3d1 31 32 j 1 AND RANGLEY COURT than that which can be surfaced during the following shift of G I i f� Q2 l 14. ASHE LOAD CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN DCP �� normal paving operations. Additional asphalt concrete shall be placed along the transverse FOR THIS PROJECT FROM THE DEVELOPER AND SHALL KEEP A COPY ON ABBREVIATIONS A UNIT 1 SHALL BE CONSTRUCTED INITIALLY WITH REMAINING I$12 15. MCKEE ROAD drop-offs on each tone. Such additional asphalt-` concrete shall be hand raked crud compacted SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY FL FLOWINE POVC POINT ON VERTICAL CURVE DENOTES SHEET NUMBER UNITS CONSTRUCTED SUBSEQUENT TO UNIT' 1. ' (STA- 10+00.00 TO STA. 23+00.00) of form temporary conforms before the lanes are"opened to public traffic. re Kraft paper, or OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE CL CENTERLINE SVC BEGIN VERTICAL CURVE SCAT -E: 1"` 0 I(o other approved bond breaker, may be placed con -forms to facilitate the removal of the PROVISIONS OF SAID PLAN. IEL.EV ELEVATION R 16. McKEE . ROAD conforrr. when paving operations resume. EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION (STA. 10+00.00 TO STA. 23+00,00) Where the„'compacted thickness of a toyer of asphalt concrete is .more than 0.15 fast 18. STORM WATER POLLUTION PREVENTION . ts►'► .paving ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE �� �%���; operati6ni,shall be conducted in such a manner that the layer of .osphalt concrete is placed CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE- 17. MOUNTAIN RIDGE DRiVE on alt -contiguous lanes of the traveled way before the lanes are opened to public traffic. At PREVENTION PLAN (SWMPPP) FOR THIS PROJECT FROM THE DEVELOPER, EC ENID CURVE TC TIN' OF CURB BENCH MARK DISK STAMPED - Q 1157 RESET 1969 /,� TSTA. 23+1$.34 TO STA. 36+36.71 the end`'of each work shift, the distance between the ends of a -1 yet of asphalt concrete on AND SHAD. KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT AT OLD RiVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER IgR (SA L� adjocept tanes.-shail not be greater than 10 feet. Additional asphalf'dbnerete shall be placed OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED OF VERTICAL CURVE F� flNiSH CONCRETE ROAD, IN THE TOP tN THE EAST END OF THE NORTH CONCRETE HEAD WALL 2 1$. ASHE ROAD AND along the transverse drag -offs on each fans and along the longitudinal drop-off between 2" TO COMPLY WITH THE PROVtStONS OF SAID PLAN. $ GRADE BREAK OF TRIPLE CONCRETE BOX CULVERTS 11.44 OV£R ST1NE CANAL, 19 1/2 R RIGHT-OF-WAY MOUNTAIN. RIDGE DRIVE STRIPING PLANS adjacent lanes. Such additional asphalt.• concrete shall be hand raked and compacted to farm FEET NORTH OF THE CENTER UNE C THE HIGHWAY, 50 FEET WEST OF THE temporary conforms before the fones':;are opened to public traffic..;Kti�aft "paper, or other Iq_ TRet_-rt_i6,Wr lVM11q ARES �IF To B65E �O AS S}�caF,�D uv C.o.B, EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST IqR. 19. 1 MCKEE ROAD STRIPING PLANS approved- liana breaker, may be placed: udder the conforms to facilitate the removal of the SpGr�aL P2pvtSF anis Ski oN $(,_6 a 1 Qq�N �QUtt�,6 L�/v'r �r5 OF THE CENTER LINE OF OLD RIVER ROA#? LEAfxNG NORTH AND ABOUT con arms when paving aperat4ans. resume . PRbVED g� �.�, �rNi 2 INDEX 0 SHEETS FURNISH & INSTALL SURVEY MONUMENT PER C.O.Q STD. S--29. w 1� SHEET TITLE ANAM _j A 1. COVER SHEET density regWiirements. _ r 2. OXFORD HILLS DRIVE density as by ASTM D-2041. In --place, density shall be determined In accordance t- 3. MAINE AVENUE ACG. BASE 1..... FURNISH & INSTALL TRAFFIC SIGNS PFR C.O.B. STD. T-19: (STA. 10+00.00 TO STA. 23+00.00) '�' 4. SAMUELSON STREET 33 32 31 (STA. 10+00.00 TO- STA. 22+50.00) 28 5. MAiNE AVENUE 21914 40 W STA.- 23+00.00 TO STA. 26+16,40) i If the in--plgce density of any lot of asphalt concrete Is less than .92 percent or. greater. than 94 AMUELSON STREET 29 +� 9 BERING LANE 11 10 s $ 18 19 20 } 21 22 23 24 25 26 2 f_ w AND SELMA STREET 37 12 13 1 o . ' 17 10. HOLYOKE DRIVE 16 15 14 i2 i1 9 > .6 1 !� _ AND MERCHANTS LANE 36 13 XEBEC 4 t 11. CABOT WAY CALYPSO WAY ' 1 17 AWNUE 35 I AND COASTAL 14 �---- , 3 L LANE 01 ->_ a #� zz� � 1 - - _ _ i 34 TE *TEAT 12. FARMINGTON WAY' ?4 23 22 21 20 19 18 17 16 !j. 0 18 t9 2O 21 { g 23 24 25 26 # .' AND FREEP©RT WAY iL 15 ?- -� 27 28� 33 ► 13. PANDALE WAY, OYSTER WAY g p en sang a ongr udrn drop-off between adjacent lanes is not greater 11 Li 3d1 31 32 j 1 AND RANGLEY COURT than that which can be surfaced during the following shift of G I i f� Q2 l 14. ASHE LOAD CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN DCP �� normal paving operations. Additional asphalt concrete shall be placed along the transverse FOR THIS PROJECT FROM THE DEVELOPER AND SHALL KEEP A COPY ON ABBREVIATIONS A UNIT 1 SHALL BE CONSTRUCTED INITIALLY WITH REMAINING I$12 15. MCKEE ROAD drop-offs on each tone. Such additional asphalt-` concrete shall be hand raked crud compacted SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY FL FLOWINE POVC POINT ON VERTICAL CURVE DENOTES SHEET NUMBER UNITS CONSTRUCTED SUBSEQUENT TO UNIT' 1. ' (STA- 10+00.00 TO STA. 23+00.00) of form temporary conforms before the lanes are"opened to public traffic. re Kraft paper, or OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE CL CENTERLINE SVC BEGIN VERTICAL CURVE SCAT -E: 1"` 0 I(o other approved bond breaker, may be placed con -forms to facilitate the removal of the PROVISIONS OF SAID PLAN. IEL.EV ELEVATION R 16. McKEE . ROAD conforrr. when paving operations resume. EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION (STA. 10+00.00 TO STA. 23+00,00) Where the„'compacted thickness of a toyer of asphalt concrete is .more than 0.15 fast 18. STORM WATER POLLUTION PREVENTION . ts►'► .paving ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE �� �%���; operati6ni,shall be conducted in such a manner that the layer of .osphalt concrete is placed CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE- 17. MOUNTAIN RIDGE DRiVE on alt -contiguous lanes of the traveled way before the lanes are opened to public traffic. At PREVENTION PLAN (SWMPPP) FOR THIS PROJECT FROM THE DEVELOPER, EC ENID CURVE TC TIN' OF CURB BENCH MARK DISK STAMPED - Q 1157 RESET 1969 /,� TSTA. 23+1$.34 TO STA. 36+36.71 the end`'of each work shift, the distance between the ends of a -1 yet of asphalt concrete on AND SHAD. KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT AT OLD RiVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER IgR (SA L� adjocept tanes.-shail not be greater than 10 feet. Additional asphalf'dbnerete shall be placed OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED OF VERTICAL CURVE F� flNiSH CONCRETE ROAD, IN THE TOP tN THE EAST END OF THE NORTH CONCRETE HEAD WALL 2 1$. ASHE ROAD AND along the transverse drag -offs on each fans and along the longitudinal drop-off between 2" TO COMPLY WITH THE PROVtStONS OF SAID PLAN. $ GRADE BREAK OF TRIPLE CONCRETE BOX CULVERTS 11.44 OV£R ST1NE CANAL, 19 1/2 R RIGHT-OF-WAY MOUNTAIN. RIDGE DRIVE STRIPING PLANS adjacent lanes. Such additional asphalt.• concrete shall be hand raked and compacted to farm FEET NORTH OF THE CENTER UNE C THE HIGHWAY, 50 FEET WEST OF THE temporary conforms before the fones':;are opened to public traffic..;Kti�aft "paper, or other Iq_ TRet_-rt_i6,Wr lVM11q ARES �IF To B65E �O AS S}�caF,�D uv C.o.B, EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST IqR. 19. 1 MCKEE ROAD STRIPING PLANS approved- liana breaker, may be placed: udder the conforms to facilitate the removal of the SpGr�aL P2pvtSF anis Ski oN $(,_6 a 1 Qq�N �QUtt�,6 L�/v'r �r5 OF THE CENTER LINE OF OLD RIVER ROA#? LEAfxNG NORTH AND ABOUT con arms when paving aperat4ans. resume . PRbVED g� �.�, �rNi 2 UNIT FURNISH & INSTALL SURVEY MONUMENT PER C.O.Q STD. S--29. 1.E'dEt LITH THE HLGHWAY' . Asphalt concrete shaft be compacted to a rninimurle .92 p percent of the.: mpximum theoretical -:determined McKEE ANAM _j TOTAL 4 density regWiirements. _ 1189 EXISTING SURVEY MOIVIItENT EL€VATiON 343.30 (U.S G.S DATUM NAVD 88) density as by ASTM D-2041. In --place, density shall be determined In accordance (STA. 22+50.00 TO STA. 25+76.49) HWY. /, +� ACG. BASE CUYD FURNISH & INSTALL TRAFFIC SIGNS PFR C.O.B. STD. T-19: If the test.,4vsults for any lot of asphalt concrete indicate` I:W(:the relative compaction is 1208 ; 1470 35 8 34: 33 32 31 30 29 28 27 1 21914 40 W i 1 6. 0 �. QUEBEC AVENUE THORTON AVENUE If the in--plgce density of any lot of asphalt concrete Is less than .92 percent or. greater. than 94 ��� 29 BIDDEFORD 2' in STREET 4 26 4920 54006000 -i FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. RA SIS j"�� ��"��/��'. pendent of the maximum theoretical deiT�Ltyr,' the contractor will be advised that` the I �- HANDICAP RAMPS SOFT 1592 "R5 -l' -'DO NOT ENTER '54-2' YYHEN CHIC pREN ARE PRESENT requirement. The corrective work - shgff be at the Developer's exponse. 5 ® ,, to 3007 9775 -- W � c� 38 HFN RoAt) i z 8. BIDDEFORD STREET AND WASHBURN WAY ' I +� 9 BERING LANE 11 10 s $ 18 19 20 } 21 22 23 24 25 26 2 f_ w AND SELMA STREET 37 12 13 1 o . ' 17 10. HOLYOKE DRIVE 16 15 14 i2 i1 9 > .6 1 !� _ AND MERCHANTS LANE 36 13 XEBEC 4 t 11. CABOT WAY CALYPSO WAY ' 1 17 AWNUE 35 I AND COASTAL 14 �---- , 3 L LANE 01 ->_ a #� zz� � 1 - - _ _ i 34 TE *TEAT 12. FARMINGTON WAY' ?4 23 22 21 20 19 18 17 16 !j. 0 18 t9 2O 21 { g 23 24 25 26 # .' AND FREEP©RT WAY iL 15 ?- -� 27 28� 33 ► 13. PANDALE WAY, OYSTER WAY g p en sang a ongr udrn drop-off between adjacent lanes is not greater 11 Li 3d1 31 32 j 1 AND RANGLEY COURT than that which can be surfaced during the following shift of G I i f� Q2 l 14. ASHE LOAD CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN DCP �� normal paving operations. Additional asphalt concrete shall be placed along the transverse FOR THIS PROJECT FROM THE DEVELOPER AND SHALL KEEP A COPY ON ABBREVIATIONS A UNIT 1 SHALL BE CONSTRUCTED INITIALLY WITH REMAINING I$12 15. MCKEE ROAD drop-offs on each tone. Such additional asphalt-` concrete shall be hand raked crud compacted SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY FL FLOWINE POVC POINT ON VERTICAL CURVE DENOTES SHEET NUMBER UNITS CONSTRUCTED SUBSEQUENT TO UNIT' 1. ' (STA- 10+00.00 TO STA. 23+00.00) of form temporary conforms before the lanes are"opened to public traffic. re Kraft paper, or OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE CL CENTERLINE SVC BEGIN VERTICAL CURVE SCAT -E: 1"` 0 I(o other approved bond breaker, may be placed con -forms to facilitate the removal of the PROVISIONS OF SAID PLAN. IEL.EV ELEVATION R 16. McKEE . ROAD conforrr. when paving operations resume. EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION (STA. 10+00.00 TO STA. 23+00,00) Where the„'compacted thickness of a toyer of asphalt concrete is .more than 0.15 fast 18. STORM WATER POLLUTION PREVENTION . ts►'► .paving ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE �� �%���; operati6ni,shall be conducted in such a manner that the layer of .osphalt concrete is placed CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE- 17. MOUNTAIN RIDGE DRiVE on alt -contiguous lanes of the traveled way before the lanes are opened to public traffic. At PREVENTION PLAN (SWMPPP) FOR THIS PROJECT FROM THE DEVELOPER, EC ENID CURVE TC TIN' OF CURB BENCH MARK DISK STAMPED - Q 1157 RESET 1969 /,� TSTA. 23+1$.34 TO STA. 36+36.71 the end`'of each work shift, the distance between the ends of a -1 yet of asphalt concrete on AND SHAD. KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT AT OLD RiVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER IgR (SA L� adjocept tanes.-shail not be greater than 10 feet. Additional asphalf'dbnerete shall be placed OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED OF VERTICAL CURVE F� flNiSH CONCRETE ROAD, IN THE TOP tN THE EAST END OF THE NORTH CONCRETE HEAD WALL 2 1$. ASHE ROAD AND along the transverse drag -offs on each fans and along the longitudinal drop-off between 2" TO COMPLY WITH THE PROVtStONS OF SAID PLAN. $ GRADE BREAK OF TRIPLE CONCRETE BOX CULVERTS 11.44 OV£R ST1NE CANAL, 19 1/2 R RIGHT-OF-WAY MOUNTAIN. RIDGE DRIVE STRIPING PLANS adjacent lanes. Such additional asphalt.• concrete shall be hand raked and compacted to farm FEET NORTH OF THE CENTER UNE C THE HIGHWAY, 50 FEET WEST OF THE temporary conforms before the fones':;are opened to public traffic..;Kti�aft "paper, or other Iq_ TRet_-rt_i6,Wr lVM11q ARES �IF To B65E �O AS S}�caF,�D uv C.o.B, EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST IqR. 19. 1 MCKEE ROAD STRIPING PLANS approved- liana breaker, may be placed: udder the conforms to facilitate the removal of the SpGr�aL P2pvtSF anis Ski oN $(,_6 a 1 Qq�N �QUtt�,6 L�/v'r �r5 OF THE CENTER LINE OF OLD RIVER ROA#? LEAfxNG NORTH AND ABOUT con arms when paving aperat4ans. resume . PRbVED g� �.�, �rNi 2 UNIT FURNISH & INSTALL SURVEY MONUMENT PER C.O.Q STD. S--29. 1.E'dEt LITH THE HLGHWAY' . Asphalt concrete shaft be compacted to a rninimurle .92 p percent of the.: mpximum theoretical -:determined McKEE ANAM _j TOTAL FURNISH & INSTALL STREET LIGHT -9500 LUMEN C.O.B. STD, ST -14. density regWiirements. _ 1189 EXISTING SURVEY MOIVIItENT EL€VATiON 343.30 (U.S G.S DATUM NAVD 88) density as by ASTM D-2041. In --place, density shall be determined In accordance TAFT HWY. /, +� ACG. BASE CUYD FURNISH & INSTALL TRAFFIC SIGNS PFR C.O.B. STD. T-19: If the test.,4vsults for any lot of asphalt concrete indicate` I:W(:the relative compaction is 1208 ; 1470 119 � 9073 with California Test 375 y� 5QYD 9110 8318 332 'R1-1' - STOP 'W3-1' - STOP AHEAD either her less than 90% or more than 96X the`.`.asphalt concrete represented 'by that lot 21914 68038 W - FURNISH INSTALL STREET STgV PER C0.8. STD. 5-40. If the in--plgce density of any lot of asphalt concrete Is less than .92 percent or. greater. than 94 ��� 29 28 2' in in 4 26 4920 54006000 "� FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. RA SIS j"�� ��"��/��'. pendent of the maximum theoretical deiT�Ltyr,' the contractor will be advised that` the 27840 HANDICAP RAMPS SOFT 1592 "R5 -l' -'DO NOT ENTER '54-2' YYHEN CHIC pREN ARE PRESENT requirement. The corrective work - shgff be at the Developer's exponse. 5 ® ,, to 3007 9775 `t required relative compaction Is not being attained -:`and that the materials • or procedures or both, if ne+aded, need adjustment. Asphalt concrete- spreading CURNOW ROAD a ggUTC HFN RoAt) c" n o 10 4 ..�.. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST --14; THE HEARING OF N891t4'33"W, FOR THE SOUTH LiN€ OF THE operations shall not continue until the Contractor has notified the City Engineer;of,the adjustment'-' `that wit! be made in order to meet the required compaction. If any successive i QFC, o �fi �ti .. 3� 3�j 39 < _ ,; c , , 4 S/, Fl1RitlSif &INSTALL STiiEET LIGHT -2 LUt N PER CO.$. STD. ST -14. SOUTHWEST 1/4 OF SECTION 34, T-30 S., R.27 E. M.D.M. AS SHOWN ON FILED MAP NO. 7-1 SK -6, PG. 27, WAS USED AS test after notice is given does not meet the specified range, the asphalt concrete s 1 34�°' If the finished surface of the asphalt concrete does not meet the specified surface 6 8 �� ; aw-- ' ' THE BASIS OF BEARINGS HEREON_ represented° by that lot shall be removed and replaced with material that meets the In-place - . UNIT UNIT 1 33 O N S UNIT 3 McKEE RD. <� N. TOTAL FURNISH & INSTALL STREET LIGHT -9500 LUMEN C.O.B. STD, ST -14. density regWiirements. _ 1189 1164 1182 14391 TAFT HWY. /, +� ACG. BASE CUYD FURNISH & INSTALL TRAFFIC SIGNS PFR C.O.B. STD. T-19: If the test.,4vsults for any lot of asphalt concrete indicate` I:W(:the relative compaction is 1208 ; 1470 119 � 9073 SUBGRADE PRE PARATiON 5QYD 9110 8318 332 'R1-1' - STOP 'W3-1' - STOP AHEAD either her less than 90% or more than 96X the`.`.asphalt concrete represented 'by that lot 21914 68038 W LF SQFT 4110 18253 L 1761 3984 15319 � i -30 ( "R6-1* - ONE WAY "S5-2' - END SCHOOL ZONE shall be removed and replaced saifW.moterlol that.'coes meet the> In-place density y 4920 54006000 4 ¢ 6120 5400 2 27840 HANDICAP RAMPS SOFT 1592 "R5 -l' -'DO NOT ENTER '54-2' YYHEN CHIC pREN ARE PRESENT requirement. The corrective work - shgff be at the Developer's exponse. o`c ® ,, to 3007 9775 a EA CURNOW ROAD a -•- 6' � '' ` , ' 'R26 CA)' ' ( -- NO PARKING '54-3 - SCHOOL "R2-1' The Contractor should be aware of existing sewer and storm ' drain manholes within the 10 4 STANDARD STREET NAME SIGNS EA 9 8 6 QFC, o �fi �ti .. 'R3 -5R -- RIGHT TURN ONLY - SPEED LIMIT 20 "R4 roadway. 39 STOP SIGNS EA 2 - 2 1 -7'I' - KEEP RIGHT 'R81(CA}" -. BIKE LANE If the finished surface of the asphalt concrete does not meet the specified surface 6 8 EA ' 1 � m 12 8 'W31(CA)' -END W/Ot�4--3 MARKER tolerances, it chaff be brought within tolerance b either. 1 =abrasive g y {) grinding with 35 p EA E]HOUGHTON --` - -- % r 27���*WI4-2' *Wi4-1 -- DEAD END 1 QT~E - NO OUTLET SIGN NUMBERS ARE FEDERAL CODES equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of anROAD 'The MONUMENT ENCASEMENTS EA 9 5 5 6 7 4 "W1-7' -DOUBLE ARROW UNLESS OTHERWISE INDICATED $Y asphalt concrete overlay.method will be selected by the;, Engineer. The corrective work LF - - ..-,. _ "Wt -6' -- SINGLE ARROW (CA). (CA} INDICATES CALIFORNIA shalt be at the Developer's expense. .; �. // /1 /� , `� ` ^ V! it I Y I/ Y MAP 4-s *M-1* - CURVE ARROW CODES. If abrasive grinding is used to bring. the finished surface to specified surface tolerances. fu 1 J rT 6#4L 13-3' - SIGNAL AHEAD additional grinding „hall be performed, as necessary, to enlarge the grinding area so that the N. T 5, o STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS longitudinal limits. of grinding ore at a constant offset from;iond are parallel to, the nearest STORM DRAIN MANHOLE REFER TO Ione line or pavement edge, and the transverse limits of- grinding are normal to the 2259 - SEWER & STORM DRAIN PLANS pavement centerline. All ground areas shall be neat rectangular areas of .uniform surface 2881 CATCH BASIN REFER TO appearance. Abrasive grinding shall Conform to the requirements in the first paragraph and 11497 - SEWER & STORM DRAIN PLANS. the last four paragraphs of Section /12--202, "Construction"of the Standard Specifications. FES s -- A fog seal coat shall be applied to all finished asphalt surfaces of the Developer's expense. �o M SEWER -» REFER TO SEWER & STORM DRAIN PLANS The fog seal coot shall be either rejuvenating agent or asphaltic emulsion as directed by the ) 0 SEWER MANHOLE INFER Engineer. - SEWER & STORM DRAIN PLANS No. 33 m ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN RMS. I I q T n F• i A A TP' R I Lt I Exp -" . - - •• - ...^ TRACT BOUNDARY ITEM UNIT UNIT 1 UNIT 2 O N S UNIT 3 I TE UNIT 4 UNIT 5 OFFSITE TOTAL A.C. PAVING TONS 1189 1164 1182 14391 1046 5038 11058 ACG. BASE CUYD 1215 ''1189 1208 ; 1470 1069 2922 9073 SUBGRADE PRE PARATiON 5QYD 9110 8318 9059 11624 8013 21914 68038 CURB AN GU1"R SIDEWALK LF SQFT 4110 18253 5212 6513 4249 12310 3984 15319 3677 10659 5000 24899 26232 87953 DRIVEWAY SQFT 4920 54006000 I� 6120 5400 - 27840 HANDICAP RAMPS SOFT 1592 -1194 1194 1990 798 3007 9775 METRO STREET SIGN EA CORaEtT :N DURINGI.. CONSTRUCTION_ -•- --. - •- 10 10 STANDARD STREET NAME SIGNS EA 9 8 6 11 5 -- 39 STOP SIGNS EA 2 - 2 1 1 6 5800 LUMEN STREET LIGHTS EA 7 6 7 8 7 -- 35 9500 LUMEN STREET LIGHTS EA - --` - -- 10 10 MONUMENT ENCASEMENTS EA 9 5 5 6 7 4 36 SAW CUT LF - - ..-,. _ -- 2605 2605 LOCAL STREET T LENGTH LF 1 2259 2236 2327 2881 1794 -- 11497 COLLECTOR (_IENGTH LF- -- - -- - 3964 3964 ARTERAILLEII GTI -I LF I 1- -- 1253 1 1253 Utj1t oN�Y fa ao13 -------------------- PROPOSED SAWCUT LIMIT LINE ---`----`--,is FURNISH & INSTALL TRAFFIC SAL CONDUIT R FURNISH & INSTALL IRRIGATION CONDUIT '-""""'"" ICf t1RNtSH & INSTALL INTERCONNECT CONDUIT D REVISION 6 -,'O -c%7 APPROVED By: � ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY., JJ AJA' MART N SHAW 31. IV DATE R.C.E. 32178 EXP. 12/31/08 8' WING W/2 ,a l / l CENTERLINE STORM DRAIN LIP CURB AND GUTTER .--- FLOWUNE CURB AND GUTTER 18-3 --mss -UL6- -�- -- FURNISH& TAI SPLICE BOX FOR INTERCONNECT "a B. C.R. i 1113 --NO. 3 Z Sf TR5 NO. 5 SIZE TR6= NO, 6 SIZE (D CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE SCTION DESIGNATION: A -"" CENTERLINE STORM DRAIN s w w4m sECi19N Is 94m 6' WING SIDEWALK in NOTE: 1. PRIOR TO THE. -START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326•-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE 'CITY OF BAKERSFIELD HAVE BEEN MET. d 0 i x 5-4 �w W > 0 APPROVED BY. ROGER A. MciNTOSH R.C.E. 33322 EXP. 6--30--08 i x CC ENGINEER'S STATEMENT W > Z till !3- o?ii THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, � AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS iw OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I� I AM RESPONSIBLEr FOR ALL CALCULATIONS AND DRAWINGS ON O W THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF x THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE I ca CORaEtT :N DURINGI.. CONSTRUCTION_ APPROVED BY. ROGER A. MciNTOSH R.C.E. 33322 EXP. 6--30--08 s t APPROVED Y: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE s +- R.C.E. 39880 EXP. 12-31-•07 i RVOE'WED BY: ASSISTANT PUBLIC WORKS DIRECTOR - RE\AEWED BY:4 '' RAFFIC ENGINEER -_-___�__ 0 E res 0_ i x CC W > Z till !3- o?ii DATE s t APPROVED Y: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE s +- R.C.E. 39880 EXP. 12-31-•07 i RVOE'WED BY: ASSISTANT PUBLIC WORKS DIRECTOR - RE\AEWED BY:4 '' RAFFIC ENGINEER -_-___�__ 0 E res 0_ =m SELMA STREET u w NN V) SEE SHEET 9 0 CURVE RADIUS 30't 30' o 20' 20' o N 20.00 32.04' 20.63 U Ii 1 N N 31.42' 20.00' 3 I 00 4 w N 54.98' N 4 U Q Q a 01 co Z \ 41 cn N 13.70 6.94' 2225'35" 5 0 197.70' INTERSECTION N8809'14"W RAD. nI oM STA. 10+00.00 C.L., OXFORD HILLS DR.= n II n ,u u „ o o RANGLEY COURT J J N UMT „ z � FARMINGTON WAY o N n o SEE SHEET 13 0 o 5 ~ _ ��( %� "' w u C n SEE SHEET 12 I o Loll- r N ' 1 o o st I o o¢UN -i -i 20' 20' E.C. N 30' 30' o -r o .o>- I o I I I I u-~ C `` 1 STA. 21+61.45 C.L., 100.40LT.= A> w� 20' 20' N N to >- O ■ oa o J J � - o w 1 N x 0 I o rn � l 30 30' _ _ STA. 22+66.15 F.L. >W J Z JJ J - OU I 50 N dd- 5. wl Z Uw J mm, 5' f-- UtL UwWW -' J J' � -JJ 1 l 1 _ _ 1 im W J Co Co 1 Z J - I L� Li L� U IL J -I J I J J( J J I J J J J I J -j N P.R.C. cn rn«7 rnrnw-' > w w w _j JI co ¢ °D °� 1 i co cfl cn 1 u Ci CU I Lj + + 12 m W ¢ M M li in `Y `i in in in O c0 O u7 ti I to c1i o �- d. ¢ Wn � u� z I 4 I� n W ++ i� m M rn J 0 ( 3 0 �-- r 2 o I "_ I I N N STA. 21+64.09 C.L , 87.05LT.= + 13 U NNJN �^ ++ _ ++'�w 20 r Q c i Q Z ++ �° 44 Q r- " Q � Q r- Q �o �� �� l W STA. 22+52.45 F.L. I F �.-QW ^'h U �MJN + + + + m � `D °° � 0 45 o N d w ori DRIVEWAY �j CO 6� Q Q OD a0 w fn (n W i ¢ �� ci ¢¢ Io ~ �� �1 c`' u> u7� w o corn .+ > + +, > + + 46 w l w 4 / ++ + ¢ co co r> ¢ uo ao v~i v~i o Q a v > > m .-.- co r- > a+o co co l i l _ _ STA. 22+38.02 F.L. �rQOW� U QQ�a o a � �2 co > W co co uj + + w + 1+ � + ++ � R cn cn cn z o I z • cn cn t- F- o w d l o ~ Q o o z r i > 1 > N o STA. 22+19.57 F.L. /� F�- �� � � � IU > U NN _ / n 2 h.� / (n fn C4 Cn Cn Z O I- 1¢- Fes- H Z FQ- i¢-- q ¢ Q O ¢ D: F- N N I (n co R/W 2 c� cn Co V) o cn cncn R/W F- �- F- d ¢ ¢ a a o d o ¢ d o 3 I 3 - - - - - - - _ _ _ _ _ 1co _ _ 2 -�' - _ c� cn cn c� cn cn cn cn _ R/W c� v~i VV) c� v~i 2 Ic~i> c� v~i m v~i c i (o z DRI V -- _�, __ __L co I ST SWAY A. 1 O 18 DRA N 2E - O I ] 22+01.12 1 L. 8" SEWER 18" DRAIN 1 �- 7 s M o 1 8" SEWED 1 _ _ _ s s 8" SEWEf _ s s 8" SEWER s s 2 STA. 13+00.00 C.L., SELMA ST. S89'02'47"E I - - - - I - _ _ - s FA 0 11+0o t + 0 321.64' 13+00 - - -� - - �- - - o N 1 �Rp\N t 4+0o S89'02'47"E , - - t s+oo ° - - ---D--548.12'---- - - # - / �o o t7+oot8+oo ° 784 is+oo S89'02'47"E 20+00 271.69' 2t+oo \T 20 �g 1 �s+oo 18 DRAIN - - - -I- - - - - R/W 3 1 i 3 O2 I �Rgiy 1 ® 5 - - - _ _ 2 \ X _ 1 I � � R/W u 2 L n � � � R/W J J j J _ - _ _ J 3 w _ ( 3 M rnd rn �` ��` II �-' 2 �� /W J I� r } N �I a -t ai � > u� d u> v �` " R �� M J II _ X N oo ri i r i ^ r M Q �r 1 r= M d d tII It z / 2 cP y a r7 N z R/W o O A \ ;n + o I + o `D ►- N o v a I ¢ rn i r ,n } o; o o r r` '� a 11 It r\ II L- '� O St \ s o o '�' ^ 1 ,,� + �n I ,,� + U N, o M y ri a N l ¢ > , i- n X d G O S + 2 3 N+ N x rn M + rn i + ad 1 r- o o ori r�i � O 1 co o , > > o w w col >+ a 1 > o o �� o w N o t o co v 1 v O C N > + > o a .- O a 1 w 24 pW + Z o _w w nl + o o 1� O N Z J�21oQ�� �Q 22 �� n�N o ��+�NMj25�M+ �� 26 27 w�� w�28 =+� N >++i>+ + �� �_ O �¢+�¢+ o N om c<-0 i- a ¢ > o ao r7 w \ i c cn � cn w d > w i- ¢ F d Q m '� o o I N j rn- N o coy 1 iQ U li C� (n ¢ �- F- O J J J Q Q t0 N O > > O + + `L 5' F- Q co o W o o o ^ z o rci rn i '�' rn i N + F l•� 2 -.� I co Z Q� � Q 43 -� 42 �� Q 41 _ N N_ o 0 8 q�0 30' I 30' N I cn I x a i- z c5 4 J c� cn cn cj ci ~ r- J w i¢ 0 5 0- M w o 1 o m <n 1- f c� cn Q r r U c cn c� cn d �- �' -' { 1 -� z -� ¢ IF- ¢ 1 O I o1 1 _ N ��W� cnl Nl Nl Z3 N ofd -4 cnl Ni �' Uti 5 1 cis, z cis Jw �' Nv~i w vi orn rnrn aioi I i m c�ic\i� i I 1 1 ^^ 30' 30' �� v� �Ww IN mm�'I d•Lo 9 " r ' ++ I -'w ( I I z a LoLo L_ moo SELMA STREET Cl o jj (� (I Z* CD I= N N W O++ i I ca'v 20' 20' o^S ami m .= -' 0 1 Cl ,_ I SEE SHEET 9 v �f J o o ' 2 "2 a cN 1 1 Lo Lo UJ 356 352 348 344 340 35E 352 346 344 340 U I.a.l u w NN V) CURVE TABLE ¢ U 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' 90'00'00" 4 35.00' 13.70 6.94' 2225'35" 5 84.00' 197.70' 202.06' 134'51'11" U I.a.l u w NN V) �o No ¢ U �� ad a F -l- W m co co .-` ���� m ++ �� COASTAL LANE V ++ _ rnrn U F- ` ++WW rnrn �N .-..-QN o Q 0: �� ++ 00 ++ 00 NN V) of ++ w) fnlnZO Z z SEE SHEET 11 ^ Q � o N N CS c. 0 M O V) (n U Q¢ QQ U QQ�a_ QQ Z - .,eLJ m NN U HI--- cn (n C4 F -I -OW (n rn Z O U �� d V)w W m N N N N OXFORD HILLS DRIVE SCALE: 1" = 50' HORIZONTAL L0 M J 1" = 5' VERTICAL 11iLt1•J 12+00 13+00 -- I %J-Tvv I a -f -vu 20+00 21+00 356 352 348 344 340 - -- 5. cvtvv 21+00 22+00 LEGEND: LEGEND:- (CONTE R/W LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES• ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i 5' 5' F.L. FLOWLINE --- - - - - - - - - - - - - - - - - - - - - - 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND POVC POINT ON VERTICAL CURVE "Rt -1" -STOP "Wt -1" -CURVE ARROW PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. ELEV C.L. CENTERLINE EVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)' - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT STORM DRAIN PLANS FOR DETAILS. BCR ELEVATION EVC END VERTICAL CURVE "R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - BCR BEGIN CURB RETURN Pt POINT OF INTERSECTION "R5-1" - DO NOT ENTER 'W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT i ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET I0 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 1 BC 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 END CURVE TC TOP OF CURB ;R* 2% ' -BIKE LANE "Wt -7" - DOUBLE ARROW T8s Tgs Tg PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT R7 -97-9s 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 I IV - NO PARKING/BIKE LANE "W1-6" -SINGLE ARROW OF VERTICAL CURVE FC FINISH CONCRETE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT-OF-WAY ° STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 01 TR3=N0. 3 1/2 SIZE TCURVE NUMBER FOR CURVE DESCRIPTIONR5=N0. 5 SIZE TR6=N0. 6 SIZE PER C.O.B. STD. ST -9. O 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED ° EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION 4.5' SIDEWALK QQ 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 ® 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. CURB AND GUTTER �3 EXISTING SURVEY MONUMENT FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. GUTTER LIP TO A DEPTH OF 12 . CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" s SEWER -REFER TO SEWER &STORM DRAIN PLANS 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' 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 5 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. C.O.B.T COMPACTED TO 95% RELATIVE CONSTRUCTION OF ADJACENT UNIT. DENSITY PER 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 ED- 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 O8 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: � � � �'� � � �' � � � TRACT BOUNDARY STOP "STOP' MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION LETTER UNIT BOUNDARY AflEl�A� 'AHEAD' MARKING PER CAL -TRANS STANDARDS 9 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 - A > EXISTING STRIPING AND MARKINGS, TYPICAL PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 2 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE'APPROVED PLANS. SHOULD SHEET WHERE SECTION IS SHOWN 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. 30' 20' 356 352 348 344 340 I 1 r! 27- I 2%__ vN rT •� • S b''!� I (T Y 30' R/W 1 20' r S' a L-0.20' A.C. PAVING "R' VALUE m 56.9 0.40' AGG. BASE T.I.: 4.5 CURB AND GUTTER 0.50' COMPACTED O.G. TO 4.5' SIDEWALK 95% RELATIVE DENSITY. TYPICAL INTERIOR STREE . 2% O o 0 M M o H- I n d tY 11-1_ o z o 0 0 U of o o z z u- I o a Q J o W Q W U co 2 o m W (o W o [Z o co N of m W } Y m o w Q Y m d 2 � (J r 4 \ ac M � J J M� > U 6. V t� Z W J r o m Lo 0 o m Q V N V) o z J 0 0 M U v� to , W ot�� N W L0 M J O z z J J N W oi .zc Q m 0 CU U Q FQ- N 77 U 180 5 it S=- .51% 0 S -0.25% UJ 0 L0 L0 •o L6 N M M � Q D � LU W J � j w W 4 Q 4 sF• N �, M 11iLt1•J 12+00 13+00 -- I %J-Tvv I a -f -vu 20+00 21+00 356 352 348 344 340 - -- 5. cvtvv 21+00 22+00 LEGEND: LEGEND:- (CONTE R/W LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES• ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i 5' 5' F.L. FLOWLINE --- - - - - - - - - - - - - - - - - - - - - - 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND POVC POINT ON VERTICAL CURVE "Rt -1" -STOP "Wt -1" -CURVE ARROW PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. ELEV C.L. CENTERLINE EVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)' - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT STORM DRAIN PLANS FOR DETAILS. BCR ELEVATION EVC END VERTICAL CURVE "R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - BCR BEGIN CURB RETURN Pt POINT OF INTERSECTION "R5-1" - DO NOT ENTER 'W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT i ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET I0 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 1 BC 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 END CURVE TC TOP OF CURB ;R* 2% ' -BIKE LANE "Wt -7" - DOUBLE ARROW T8s Tgs Tg PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT R7 -97-9s 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 I IV - NO PARKING/BIKE LANE "W1-6" -SINGLE ARROW OF VERTICAL CURVE FC FINISH CONCRETE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT-OF-WAY ° STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 01 TR3=N0. 3 1/2 SIZE TCURVE NUMBER FOR CURVE DESCRIPTIONR5=N0. 5 SIZE TR6=N0. 6 SIZE PER C.O.B. STD. ST -9. O 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED ° EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION 4.5' SIDEWALK QQ 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 ® 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. CURB AND GUTTER �3 EXISTING SURVEY MONUMENT FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. GUTTER LIP TO A DEPTH OF 12 . CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" s SEWER -REFER TO SEWER &STORM DRAIN PLANS 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' 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 5 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. C.O.B.T COMPACTED TO 95% RELATIVE CONSTRUCTION OF ADJACENT UNIT. DENSITY PER 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 ED- 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 O8 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: � � � �'� � � �' � � � TRACT BOUNDARY STOP "STOP' MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION LETTER UNIT BOUNDARY AflEl�A� 'AHEAD' MARKING PER CAL -TRANS STANDARDS 9 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 - A > EXISTING STRIPING AND MARKINGS, TYPICAL PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 2 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE'APPROVED PLANS. SHOULD SHEET WHERE SECTION IS SHOWN 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. 30' 20' 356 352 348 344 340 I 1 r! 27- I 2%__ vN rT •� • S b''!� I (T Y 30' R/W 1 20' r S' a L-0.20' A.C. PAVING "R' VALUE m 56.9 0.40' AGG. BASE T.I.: 4.5 CURB AND GUTTER 0.50' COMPACTED O.G. TO 4.5' SIDEWALK 95% RELATIVE DENSITY. TYPICAL INTERIOR STREE . 2% O o 0 M M o H- I n d tY 11-1_ o z o 0 0 U of o o z z u- I o a Q J o W Q W U co 2 o m W (o W o [Z o co N of m W } Y m o w Q Y m d 2 � (J r 4 \ ac M � J J M� > U 6. V t� Z W J r o m J o m Q V N V) o z J 0 0 U v� to , W ot�� 2 t - z J .zc N it 0 UJ 0 N Q D � z J a 0 cc co W z 00 . W Ucc W O Lu x J J x = _ W ,... C3 Fr a: Z a) O W = LL. U x O toP% co C aA` °" wc\l co t i LL 0 f� �` 75 z o V N o J 0 U to , aA` °" wc\l co t i LL 0 f� �` 75 CURVE TABLE CURVE RADIUS I LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" n o FRII II II EEPORT WAY J r'o 1 SEE SHEET 12 N o II z II 30' 1 30' J -' ^ N M> 5 1 I ; UMT 3 o PANDALE WAY o W Z o m d� C3 - J 1 I I I I 1 N SEE SHEET 13 0 _z - ,.> o 1 20' 20' O O Z -' -j:::; w J J I J 1 1 I 1 I 1 _ o a Lu `� N sr o 00 UL�W --r J J -i I I I JJ N I Mm M> - O - -'I _z J I `` L.L. J LL_ J J J J 1 I 3O' 3O' - 1 O - W 3 6 1 N 5' ( O O fn Ln N W J LL. Li Li L+ J Li J J J J J I U IL -1 J I 1 , ^ I W �+ + m n n ti 00 O O p I O p I O I O p Li LL. L. Li L LL_ J Li J O O 2O' ZO' J J _I J U w W W I ( J I L J O l.l_ Li J J -1 J i I Z -% O O d- ly O CD Ln } o ^ d- LD CD 00 O O O C O O O ti o I- Li n^( I U l.<. J Li --� U U ti _Z J J J � J --L -L J + LD1 >- } O O N O p O mCA r -r- O n O Z Q OOw o O W CoO 1 M W I O N 4 9 Q M i� c0 N e0 N O I O (co O O O CV 1 1 1 O O O O coOO N n n ly L� L: IN aQ� ooQ�� + 1+ + 48 + 47 46 45 44 43 42 >_ I� 41 40+ w r 1 �-- Ln O w �No w w co + I + I ++ 38 a + = ++ ao I�> co 35 d 34 z o0 m �nJ O n O OO i+ I + Q + Q ai i� o cv N O I w ci � L -Q ww o � w w N � w + I") � + I ) � + +1 ¢ + a `n + a o a o 14 coSao IN > co aDao �� r< U coo � oo�, W «> + I + Qo ¢� ^ IMT � Wrn i� woo Q w >_ _> W Ln w in W O O w n+ 1 ap + ^ + Q Ln Ln + -� + U J N ¢ L() Q I 1 ��> > N > + I > + woo w n rnrn + low + 37 0 1- NNQ + + J ++ 2 _ dd�aLu � a >_ oo U IQ-� ;nl O Nw o NEIN Q �� w + Icuw _+ NI NN I W I �In I O Cn to Z D O F¢- (/) O~ -- -- V) O Q V) O Q Q Q Q ^ Q (i' ^ Z Q Q [C O.. > N ' N 1 3 c Ln R N cn r- cn c i N o Q o d F cn i- ¢ o Q o d m cn Ln o cmi d N -¢ Q Q v 1-1-0 w N i " 2 cn c� cn �- cn v) � U) 1- � ¢ �/W 2 cn cn / O I w N N N cn cn to < o v~i Q rQ- < c i v~i 1 1 - - - -- - -- - -- -- -- - - c�N -- - - cn N R - cn - -- cn z o d L -p a NNZo d aQ 18 - -- `O I --`�' �"' R/W C4N �� 2 uj --- I DRAIN 1 0- 3 3 - -- - -- - - -- -- - 1 - - - LnJS 8" SEW � - 1 I W _ 0 8" SEWER 0 1 (n � INTERSECTION - _ _ �_ _ _ s _ - s S S ' S s S 8" SEWER "`) � 6" SEWERS STA. 10+00.00 C.L., MAINE AVE.= i T o 11+00 S89'02'47"E 12+00 3+00 - �- - - - - _ _ _ _ s s _ _ S STA: 13+09.40 C.L. FREEPORT WY. I I 1 14+0o t 5+0o O o t 6+00 t+ 0 932.70' 1 s+oo t 9+0o S89'02'47"E 20 0 163.46' +� S89'02'47"E - 22+00 203.84' O N 3 _ 1 I 5' J -- - -- -- -- - -- -- - - 1 -- _ 1 o N 1 3 -+ -- 5' 1 o 2 J �}�/yy ± J LZ J LJL - 2 - -- -- - __ J - -- - - - J -� -- -- - -- 3 1 z o r rn cc LL rn LL o o LL J o -' R/tV w Q N ' L� 2 �R/W- o Q d- o Q N co � r ) w LZ o LL_ Lo LL o J o J -i tl r II I L� II Z / > / 1 p rn rn i p I a o Q ai o Ln cr) ,� o 0 3 --� ,�, L� LL: R W 2 Sa (� L, Q O Q to co r �- LL. LtJ I-= cD _ Q C}' J �w p N w o+ r i I w+ I w o w N 1 co 1 N (Loon coo I Q ¢ o ? rn r rn LL W Li ih J C) > > o^o c i I + r i + + I a � 1 ^ Lri co �i co ¢ o } o o co cD L` c J 5 +I + 7 > + > rel > ) loo > �1 w L j Ic�i w + LTi + 3 + �I Q N Irn Q co pI J o a ^ (o Q p o } o W + > Ln Ln I w oo w Q I r 11 �i o o m Uw o a � o Q o o r) +> � N cfl 1 I w o+o 0+0 1 z N w �� ;n o? � m 1 �+ co 00 0 4 8 Q� 9 10 11 12 + 13 > 14 _+ 15 Imo a 16 't �a I� 18 Co"� I Z I # IN N +1 N 1=cl I o00o c�U) t� cn ¢ c cn c�cn o ¢ I o ¢ o o coo +� + ¢Q +- N : o o > N o> �I o 0 o o cn I i i N d c� in i Q �' Ln Q I c� cn c� cn r- cj L� a o 0 o 1 v v U) I I U) r 1- I Q Q I c U) , cwt v> I r- U L L I 5' I 1 N r N a N �- N �-- 1 I I I I I N v)I 1� NI Iv~i v~il �I cSv Y oo c� oco i-. 19 c� co I c� U) 20 C)Li 1 Oo L 1 1 1 1 ( I I I Ico u)Iz Q �� IN 30' c30' �w IIQ- �IQ- Q 1 L I 3 1 IP ^o � MM 17 I LcnoLcno 20' cites 1� cnl I Cooo FREEPO EE WAY ^ L L > L U C -i o m++ i ++ co co I w o 0 SEE SHEET 12 c.i Encn �� W no rnm 00 I I L z o0 1 21 k'U N o o^^ N N BERING LANE , J M M w tncn ++ _ af � � v Fa SEE SHEET 9 _ U N N Z QQ C9 U) V) cd V) in NN f? QQ C4 NN U HH Ncn MAINE AVENUE LLi cn Ln 36C 35E 352 348 344 340- 10+00 360 356 352 348 344 1T+uu 12+00 13+00 (STA. 10+00.00 TO STA. 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL . V . VV 50.00 FT. zv-rvv 11 +UO 340 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 LEGEND: LEGEND: (CONT) LEGEND: (CONT CONSTRUCTIONNOTES: 20+00 21+00 ABBREVIATIONS R1-1 NOTES: i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. AR _--------------------_ 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 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-," -STOP "Wt -1" -CURVE ARROW ELEVC.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH & INSTALLTRAFFIC SIGNAL CONDUIT STORM DRAIN PLANS FOR DETAILS. BCR ELEVATION EVC END VERTICAL CURVE "R6-1" ONE WAY "W3-3" - SIGNAL AHEAD 20 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE GE A.C. OVER ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING 'W14-1" - NOT A THROUGH STREET I� 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R - RIGHT TURN ONLY "W14-2" - NO OUTLET FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED IV END CURVE Tc TOP OF CURB pR7-9- " -BIKE LANE 'W1-7" - DOUBLE ARROW -- T�3 —res Tgs 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 PIVC POINT OF INTERSECTION 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 PER C.O.B. STD. ST -9. OF E OF U CURVE FC FINISH CONCRETE STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/w RIGHT-OF-WAY _ ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD —PAVEMENT TO BE 0.45' TYPE "B" A.C. FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED QQ CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 957. RELATIVE DENSITY r, EXISTING SURVEY MONUMENT ® 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. FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. GUTTER LIP TO A DEPTH OF 12". CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE "B" s SEWER - REFER TO SEWER & STORM DRAIN PLANS 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' 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 -t. s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANSBIKE 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 STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CONSTRUCTION OF ADJACENT UNIT. CAL -TRANS TYPE IV ARROW ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �- FURNISH & INSTALL STREET UGHT-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. SECTION DESIGNATION: LLLLLLL� " LLLL� ...� TRACT BOUNDARY gop "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6• ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SEcn0N LETTER UNIT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS O ST0 GO A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7 P FROM FLOWLINE TO FLOWLINE. RIOR TO PAVING, THE DESIGN ENGINEER FOR THE - - - - A mok-d> j -n> EXISTING STRIPING AND MARKINGS, TYPICAL PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 2 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD sHEET WHERE sEcnoN Is sHowN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS AU_ TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WTH (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. 22+00 Vt t(r .4.S 00La� 360 356 352 348 344 23+00 S40 23+00 X340 Q(, -ak�3 U N lT 3 0 tJ L`I� ■ CA O M M H rn � - �1 O z 00 U O 't Z LL- I Q J J W C) W D n J � W CD o � � o cn N jr W Y /Q W Q 0 � J J m Q z O c� G In O 0 M co p Z N .r U W 2 ~ p Q 0 � Z 1— _ co jC/) co Q 0 x =uj W t - z '- �- o W t= z G 0 O w 0 No 0 1�1- co -ice Z ~' M J 4c_o tO o 0 W co W ro M a' co z J M LL_ O Z J W Lj L.L. c. 64 to J LULU CC CD m o Lu r Ow U >- —+ti If)) w 0° u.i L) ¢ a Ci N p 0 Wo H N a o� S=- 1.51, o') u) 1-�� WWW W W W as ^ ^ M 340- 10+00 360 356 352 348 344 1T+uu 12+00 13+00 (STA. 10+00.00 TO STA. 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL . V . VV 50.00 FT. zv-rvv 11 +UO 340 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 LEGEND: LEGEND: (CONT) LEGEND: (CONT CONSTRUCTIONNOTES: 20+00 21+00 ABBREVIATIONS R1-1 NOTES: i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. AR _--------------------_ 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 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-," -STOP "Wt -1" -CURVE ARROW ELEVC.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END Ts FURNISH & INSTALLTRAFFIC SIGNAL CONDUIT STORM DRAIN PLANS FOR DETAILS. BCR ELEVATION EVC END VERTICAL CURVE "R6-1" ONE WAY "W3-3" - SIGNAL AHEAD 20 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE GE A.C. OVER ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING 'W14-1" - NOT A THROUGH STREET I� 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R - RIGHT TURN ONLY "W14-2" - NO OUTLET FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED IV END CURVE Tc TOP OF CURB pR7-9- " -BIKE LANE 'W1-7" - DOUBLE ARROW -- T�3 —res Tgs 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 PIVC POINT OF INTERSECTION 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 PER C.O.B. STD. ST -9. OF E OF U CURVE FC FINISH CONCRETE STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/w RIGHT-OF-WAY _ ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD —PAVEMENT TO BE 0.45' TYPE "B" A.C. FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED QQ CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 957. RELATIVE DENSITY r, EXISTING SURVEY MONUMENT ® 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. FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. GUTTER LIP TO A DEPTH OF 12". CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE "B" s SEWER - REFER TO SEWER & STORM DRAIN PLANS 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' 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 -t. s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANSBIKE 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 STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CONSTRUCTION OF ADJACENT UNIT. CAL -TRANS TYPE IV ARROW ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �- FURNISH & INSTALL STREET UGHT-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. SECTION DESIGNATION: LLLLLLL� " LLLL� ...� TRACT BOUNDARY gop "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6• ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SEcn0N LETTER UNIT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS O ST0 GO A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7 P FROM FLOWLINE TO FLOWLINE. RIOR TO PAVING, THE DESIGN ENGINEER FOR THE - - - - A mok-d> j -n> EXISTING STRIPING AND MARKINGS, TYPICAL PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 2 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD sHEET WHERE sEcnoN Is sHowN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS AU_ TEMPORARY STRIPING AND MARKING DESIGNATED PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WTH (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. 22+00 Vt t(r .4.S 00La� 360 356 352 348 344 23+00 S40 23+00 X340 Q(, -ak�3 U N lT 3 0 tJ L`I� ■ CA O M M H rn � - �1 O z 00 U O 't Z LL- I Q J J W C) W D n J � W CD o � � o cn N jr W Y /Q W Q 0 � J J m Q z O c� G In O 0 M co p Z N W U W 2 ~ p Q 0 � Z 1— _ co jC/) Q 0 x =uj W t - z '- �- o W t= z G 0 O w 0 No 1�1- co -ice Z ~' 4c_o o 0 W 0 U a' z J LULU CC Lu >- w 0 Wo H N a o� NOFcIvIo4CA�_\� a _ i C'7 (o 0, ow'� H�-% D R£� 0 co z J O z O c� G O 0 M co p N W U W 2 ~ p Q o � Z 1— _ co jC/) Q 0 x =uj W t - z '- �- o W t= z G 0 O 0 No 1�1- co -ice Z ~' 4c_o o 0 W 0 U a' NOFcIvIo4CA�_\� a _ i C'7 (o 0, ow'� H�-% D R£� 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 11 11 J N H u� 181N FREEPORT WAY n u SEE SHEET 12 0 0 Co UNT Q Co tl O c mM J C) , , , , UNT ,5 0 o 1� q UNF Cl o BERING LANE N o J M J o ' o o SEE SHEET 9 z Cj � W O 3� •` N I I I I I N N I I +• N I I I I N r �j' U L,: z d W J I N ULJ� I� �1 I� JI IJ __1_jT� -'�J �I JT ww �I 1 I rnrn Q NN 8 I I _ L� 20 J '� � w J w Li w ULA U Li w J vLL J w J JI IJ Uw 30' 30' ma0 m 0000 Ics C5� 1� (J �� \ m,n Iw co Tao a4-) co rnrn rn 20' 0' �� _ ++ J M M } >- � �- -� I L'- W -i L� La_ -i U- U U- CP d' d d- eF <t Q d- d Y st 00 O O Li dam- Li 00 L : 00 Li � �'"' d F-- N N Q V) ti I..L_ Li I O O co a0 ao ao co �r Q I I ++ v o o J MM 45 44 43 42 0 40 Z 4-o 1 4-q °° 2 3 Z �� °°13 12 °° ( °° �� �� I W I NN Q �� I� 00 100� 00N ++(o } 1.v 1.O 1 > i> 1.v I 41 <r > c�i rri ri d r i r i r i z v o Ki d v w o o LLl i O > d_ > N N N (T 1 CO 1 0 r7 9 O W M Q Q O 32 00 a +a a +a M a Ma rn �+ + m ++I+ I ++ a +I I I Q <f I+Q cl� as 7 I+ V ++ w t^ 4- Z r7 ^� w 4- o w w N � w N w o a+ w a r7 + I i'� 1.o, m + I _ __ + 1 � + �I + 1 + I + i + m 1� + 'rr)I�� + cow a r_ +a + ++ o Q t -r -ow > <r r a; z rn > > > > > �> "' > o �> `n w m w co w W w rn w rn w w I ' ao rn rn rn i� C ►- F- 1.n 1.n z o a N+ ¢ rn a M `t r- r-� � �� z F -F- E T m f- z �F- a Q- d a- d¢ o a4- a d d- ¢a Q d > > > > > > o w w N q Mal V) N O Q (n O Q N D Q D Q F-- I- + I + I + I + _ IA 0 LLI N V) �i + N 1S + I N + = N N Q a- Q a QQ V) > N > N > N 1.n 1.n 4- a 4- d O 1.n o 4- 1.n 1.n o v~i v~i I u~i ~~ 00 o a o d o d 1.n(o R/W 2 1.n 1.n 1.n 1.n o Q O N 1.n o a N o c o d o ¢ o d m N �- N c� `�f ` 1.n v> �, v> 1.n , v, , v, R/W 2 v, v, F- F R/W 2 R W 2 F r - -- -- (n - -- ---11 -- -- O -- - N- -Kr_ - LjJ- 3 13 11+4-0 "' p� 1 12+4-0 �4" DRAIN 13p00 - p s $rp a t8+00 �9+4-0 N 18"DRAIN 20+00 1 N W t4+00 7 15+00 "' 1 16+00�-3 "DRAIN , "' t7+4 -o n 1 n �� oO 10 0 1 (n -S89'02'47"E- s - - s - -I- - - - - 506.49' s 89'02'47"E s I� _ -� T _ - - - - - - - - -F-- - i - - 22+ o _ - 8 SEWER - o 8" SEWER UNIT BOUNDARY o ® C " _ s X00.00 89'02'47"E s s 232.00--S89'02'47"E s s - Lo L. N t o N 6" SEWER, 6 SEWER o 8" SEWER b 21+00 0 8" S WER 211.51' 634K2 4 7 1 "'4-N 1 in�N 1 inoN 1 1 1 1 M 33 /i - -- - - - - --� - - - -- 3 I 3 -- -- - -- -- - 3 I 3-- -- - - - - -- - -- -- w CLJ / FP �� {- �w rn LL 2 w -' w �R/W J I Q N 'L II J L J 2 �R/W tl o: r� z_ / U 2 L� J R/W L� w 2 -i R/W L� L� -i d <t rn L. °> L_ rn C) rn t= M m v F= L� w Q w tt a o r rn r rn r 0- 3 n 0 rn LL rn ' hp` c�i o r �' r rn > o rn > o - 11 >: {t II �L` Li� � z L` LL: c1yQ 1 o a 4- Id a Id a� 1�_ a d I a N q a 4- o ^I "' N� 00 o rn o �rn LLYno o a id- > d 1 0z 0 > Lo J p O+ I� + i� _ `" :n z o o r�i o d m ►= N o q o > 1..; a' d rn r N oz rn r da'1 }^ Ida' a _o o Iz o cam �:Q I N > N> O N I N I + N �E; d N (/� O N O O Q M Q n a +� + > +> W _ o> _ i z a4- z4- N m N �l o z 00 z M o + 1+w M i + WUI�� + I N O DO + w 0 O Z �'-� O O W O rA S JJ Q + > +- OU O+ N ZZ I N W rn N �- N + > N 1+> + N IS + 34 35 �� �� 36 �� 37 ¢ �" Q 38 MI 39 Q q 51 I Wz m _ I o N N N K 4 + 14 N� 5' JJ36 �� 37 �� 38 QW�� 39 I 40 N 41 _ U C-4 �-- p� C� V) a C� N Q C N Q C� c~i> Q t- } G7 L,_ H CU Lr 5' I O� CU LL_ C) LL. J J L' r m Ci LL 4 O Q N m O Q O Q I O J (F- N V• M M t- �'- F _ F (� (n D_' O O (� V) Oto -..I O_' Q Q OSI 5' �' Q O Q F- I- F- IQ-- J -� Q V� 00 1 rn rn 11.n I (n i („ I rn rn z i- 0' w rn 1.i c� (n r a c� 1.n -¢ c� 1.n a c� (n d v L� /� Oo �� I I o .rd (n `t 30' 30' I N< dd O (n Q .td rnrn ¢¢1 30' 30' div Iv~i �' 1.n (~nl-'�Iv~i NI IN c� 1.n i` 4-o ( ~ Q oop 1 �� I I z 4-o h co co _ _ 1.4-14- o 'ir�i d d N3 �� civ I C> C! V) / 1.o 0 20' 20' 1.4-14- z m m 20' 20' d oxo q+q+ I I I o++� ++ I �� ++ ++ �� �� I 1 ++ I z4- v I I 1 w 4-0 1 '•,moo °° `� `� FARMINGTON WAY Z "" (n (n m 10 o + + civ _m _m v S I m + + t I ,P a s UMT a Q SEE SHEET 12 o Z WASHBURN WAY UNF'2 �h�Q q �- z rQ- c� r; Q a ~ Q ¢ o rn o SEE SHEET 8 0^ d d � + + = N N LL! U 4.1 V)V) O NN m NN W OOOW NN NN CJ QQ U 14-0 Lal ci NN F- NO Q cD w LoM m (�!)N N ++ Z QQ V)V) UNT,4 z IQ� z QQ U) U) Ncn Ht V) V) SAMUELSON STREET 360 356 352 348 344 340 (STA. 10+00.00 TO STA. 22+50.00) SCALE: 1" = 50' HORIZONTAL 1" - W \/comnAI 356 352 348 344 340 r r . %~ L 4- %JW L aT V V I Irtuv 10tuu 1 b+uu 1 /+uu 18+00 19+00 20+00 21+00 22+00 L�,-vv IaTVV 1Ittuu 10tuu 1b+uu 1 /+uo 18+00 19+00 20+00 21+00 22+00 LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R1-1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.. T-: STD. t9 ---------------------- PROPOSED SAWCUT OMIT LINE �1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND "Rt -1" -STOP "WI -1" - CURVE ARROW "R4-7" STORM DRAIN PLANS FOR DETAILS. z - KEEP RIGHT "W31(CA)" - END "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 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 - "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IR FURNISH &INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS, 2002 REVISED DUAL Lo N 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 BASE OVER 0.80' COMPACTED pR81(CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW �3 T�5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. T O BE COMPACTED TO 95% RELATIVE DENSITY R7-9" - NO PARKING/BIKE LANE "Wl-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PER C.O.B.OBSTD. ST -9. -- o rn Qt 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. -- 0 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. 1.O OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © M PER C.O.B. STD. ST -9. GUTTER LIP TO A DEPTH OF 12". CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM4. WIDTH DRIVEWAY W/3' WINGS O_ LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" c� CO INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT TRACT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' (� d SEWER - REFER TO SEWER & STORM DRAIN PLANS O BOUNDARY OF IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS G AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. ® SEWER MANHOLE REFER SEWER N > CONSTRUCTION OF ADJACENT UNIT. m 1.0 r - & 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 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. t'. LEFT OR RIGHT AS APPLICABLE Og STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. TRACT BOUNDARY STQD r4- Luw INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. UNIT BOUNDARY MEA® "AHEAD" MARKING PER CAL -TRANS STANDARDS9 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 Lo w W w WW O tto W Of uC O co �,* M 10 0 J ui w o O N W po O N o ri Q O � J d- d• J ,� 0 M W O V) O'J M M M O MLo W Lal Z O m W W '� O W W W Z W> w 2 2 cli N O en Z O co O W W I Z u_ W J V) J V- J Q H + W Til m - APP OXIMATE EXISTING a 01 m d•'J J W LLj V) p ---- CD -1 w �t� GRO ND 0 CENTERLINE 0i v~i m O o m L`l J in o voJN LL z`l) ci Q� LT M co Lo - - - - - - - - m U m = N O -- -- + -- -- -- -- co - - -- _ N V) ;z Q H + =0.25% /-APPROXIMATE EXISTING o _ 1.40% 'N GROUND 0 CENTERLINE S -0.51% S 1.15% _ ° - - r- n o - - Q POSED SOUTH - - - - - - - - - - - - - - - - - - m �' ' o6 FL NE S=1.027 =-0.51 POSED SOUTH S=0.30 � � ^� .11m?i * ' FL POSED S NE )U:B M M M M M FL NE '`'MM '' M >uq L?> w LlS=0.2 -i J W J J % W W w w d '- PR POSED N RTH W w W W w 4 Q 4 4 co It`t c6 M o6 d FL NE PR POSED N RTH d- .a. FL NE 'LU M M ' A1.AA w w w w M M AA . n An 356 352 348 344 340 r r . %~ L 4- %JW L aT V V I Irtuv 10tuu 1 b+uu 1 /+uu 18+00 19+00 20+00 21+00 22+00 LEGEND: ABBREVIATIONS F. L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRG POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -t. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. - D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SEC110N DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN r r r vv L�,-vv IaTVV 1Ittuu 10tuu 1b+uu 1 /+uo 18+00 19+00 20+00 21+00 22+00 LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R1-1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.. T-: STD. t9 ---------------------- PROPOSED SAWCUT OMIT LINE �1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND "Rt -1" -STOP "WI -1" - CURVE ARROW "R4-7" STORM DRAIN PLANS FOR DETAILS. z - KEEP RIGHT "W31(CA)" - END "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 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 - "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IR FURNISH &INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS, 2002 REVISED DUAL Lo N 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 BASE OVER 0.80' COMPACTED pR81(CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW �3 T�5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. T O BE COMPACTED TO 95% RELATIVE DENSITY R7-9" - NO PARKING/BIKE LANE "Wl-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PER C.O.B.OBSTD. ST -9. -- o rn Qt 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. -- 0 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. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE © M PER C.O.B. STD. ST -9. GUTTER LIP TO A DEPTH OF 12". CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM4. WIDTH DRIVEWAY W/3' WINGS O_ LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" c� CO INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT TRACT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' (� d SEWER - REFER TO SEWER & STORM DRAIN PLANS O BOUNDARY OF IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 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 DENSITY PER C.O.B. STD. ST -9. ® SEWER MANHOLE REFER SEWER > CONSTRUCTION OF ADJACENT UNIT. m 1.0 r - & 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 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. t'. LEFT OR RIGHT AS APPLICABLE Og STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. TRACT BOUNDARY STQD r4- Luw INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. UNIT BOUNDARY MEA® "AHEAD" MARKING PER CAL -TRANS STANDARDS9 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 Lo w W w WW W Of 10 0 J ui w o W po O N o Q O � J d- d• V) O'J M Lal Z O m W W '� O W W W 2 cli N O en Z O co O W W I 1 ��--_�_.-�` Q H + m - APP OXIMATE EXISTING a ---- CD z w �t� GRO ND 0 CENTERLINE 0i v~i w m L`l in LT - - - - - - - - -- -- -- -- -- -- -- - - =0.25% _ 1.40% S=O. 6% S -0.51% S 1.15% _ ° r- n o PR POSED SOUTH 04 m �' ' o6 FL NE PR POSED SOUTH � � ^� .11m?i * ' FL POSED S NE )U:B M M M M M FL NE '`'MM '' M >uq L?> w -i J W J J W W w w d W w W W w 4 Q 4 4 d- .a. M M A1.AA LEGEND: ABBREVIATIONS F. L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRG POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -t. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. - D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SEC110N DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN r r r vv L�,-vv IaTVV 1Ittuu 10tuu 1b+uu 1 /+uo 18+00 19+00 20+00 21+00 22+00 LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R1-1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.. T-: STD. t9 ---------------------- PROPOSED SAWCUT OMIT LINE �1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND "Rt -1" -STOP "WI -1" - CURVE ARROW "R4-7" STORM DRAIN PLANS FOR DETAILS. z - KEEP RIGHT "W31(CA)" - END "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 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 - "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IR FURNISH &INSTALL IRRIGATION CONDUIT O 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 BASE OVER 0.80' COMPACTED pR81(CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW �3 T�5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4O CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. T O BE COMPACTED TO 95% RELATIVE DENSITY R7-9" - NO PARKING/BIKE LANE "Wl-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PER C.O.B.OBSTD. ST -9. -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Qt 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. -- 0 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. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 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". CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM4. WIDTH DRIVEWAY W/3' WINGS LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" c� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT TRACT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' s SEWER - REFER TO SEWER & STORM DRAIN PLANS O BOUNDARY OF IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 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 DENSITY PER C.O.B. STD. ST -9. ® SEWER MANHOLE REFER SEWER CONSTRUCTION OF ADJACENT UNIT. r - & 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 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE Og STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. TRACT BOUNDARY STQD "STOP" MARKING PER CAL -TRANS STANDARDS Luw INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. UNIT BOUNDARY MEA® "AHEAD" MARKING PER CAL -TRANS STANDARDS9 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 '"�"' 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 SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 360 356 352 348 KtEI Mol 360 356 352 348 344 340 M1 7.77/1;, V �4 rr 4. .!g oMTry 04 -01�fs- u N LT" '5 6 0 LY ►3-_ 1 � Z b r� �J mQ co z 0 w Of c� r Lu Luw tY w Of 10 0 w o N Q O � u II 1Cl (j''(((I���\\ I(j' J O - -UNT U V� T O O C) n O N I O _ -i ^ i /J�J I I I I 30 " �L''N LLL:U L.L J J J J w cN W a'o loo oo �� o �rl o �� o ��+ice 29 �� 33 32 31 NN �� N Zv' W J W) V3++ Q rnI+Q o a co i�r co NI co co NN I N v 5 NN'� + r7� + r.�l I+Q n +'I Q ' LiAd /� Q IQ- Ia- N N > N N > N N > N N N NNWcl� [n (n �- �� (� v, tnLn'o Q �o a co v~i R o o oo U) v~i ��651 Q w L/-, - cn \ �� T 2 V --�-- O \ ,`p„ (� R/W 6" SEWER �� 0 1 CUL-DE-SAC _ s N 6" SEWER STA. 26+83.13 F.L. _ SIA. 26+16.40 C.L. > - - 23+0 S89'02'47"E - - - 3 P.I./GRADE BREAK 24+0o STA. 26+58.40 C.L= � MATCH LINE t o +00 316.40' 2s+o �CO w STA. 23+00.00 C.L. 1 `�' 1 STA. 26+88.18 F.L., LT.= _ 1 STA. 26+88.18 F.L., RT. _z -- -- - -- - � 27 � - `` ` 2 �- R/W 2 QN J / J II y L ~ co `` co La cD � w La: ' + d-1 <c co I Q co I Q o col o _ cP� U N 21 W M +I w r7 22 +( w I°Ow Ln Ln1 N N ei 2 S9 7 _ Fl�> N > N 23 > N �> N 24 + _ Lo {- D �6' �� •Oii �< % N I D Q N I 1 N of N I -j -j 1- C. CO I N Q O Q D Q Q O 16, ,7� F- 04 c1l oo �I �1 ~ Icn� cnl L. > LrQ M ^' 9026 +> + Cl+' L L i 1 `° co o FQ-- Ci .25 � °�° 1p 1 Lo to(�cn -Lo Z NN UNT 3NN (D co f U Q Fa -La- r -:10i Cj QQ co co g NN m NN ++Lo to 36C 356 352 348 36C 352 348 MAINE AVENUE (STA. 23+00.00 TO STA. 26+16.40) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N N v awcn CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 2 35.00' 27.13' 42.00' 98.53' 14.29' 99.95' 44.24'55" 134'24'55" 3 42.00' 197.06' 42.87' 268'49'50" 36C 356 352 348 36C 352 348 MAINE AVENUE (STA. 23+00.00 TO STA. 26+16.40) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N N v awcn G7TVV Zo+UV 26+00 360 356 352 348 27+00 n C� O N L UNT �(� Q N ' 1 O W ULi u JI JJ Cj Ll: IJ Ji JJ 3 I~ z C3C fj d� W NN 500 4 1 2 -I + + _ + I of >- of n n w NN ' U N j m ++ Q I�Q m +J ++ I QQ` NN Q N NI Q NN W INW NI NN I (J 1 a La -L4- ►Q-, Q a QQ > N aC> N Q Ljj J;, I - - - - (,j . V) W / ro -0-- V) 634,17 1 0 -c. • / `l Xfo u-,�1 - s - 23+oo-S89.02'47"E - 24+00 + N - - 25+00 326.49' - \ �S�P s s \ 1 0 s8" SEWER w M Iw J7.- 2R/W JJ N o� n a Lz I rn i �I �_� a Q p 7 N N > N + W L+ W d+- I" I W d+- N 5' Q �N 42 �I > N 43 > N +1 > N 45__j_ I V� Q n C4 Q (N 44 � Q N 0 Q I oo Icn I -I c� <n F I N QI rnrn I 41 Z LLoLLo i NI NI cnI d� N N 30' = N N ,+n Lo GRADE 20' I 20' 634J6 v GRADE BREAK UNT 2 N N HOLYOKE DRIVEUNT �jm STA. 23+2124 C.L , 20.00RT.= m N N SEE SHEET 10 U N N STA. 23+21.24 F.L. 36C 356 352 348 36C 356 352 348 SAMUELSON STREET (STA. 22+50.00 TO STA. 25+76.49) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00 FT. N O lD Q M O U) d d M Z d, M > W 'T MLlO � N W W CJ _M J W tt� J W W Li Ld J LL_ dj M W Lo p Y Q L'7 J Wo w _j O ul + EN � I'7 M o ZL0 M > F- w = N W Q c6 N J W U LuC7 Z N Lu M U > N Q > O > U W m W Q_ L,j TERLINE m W W S=025% IPOSED S=-0. 5% A - _ S UTH N u: UND ® CENTERLINE FLO S=0 0% J J 0 Y -J O PR POSED N RTH Li La_ FLO INE U) m co W O -> N Ln "R it m (V m CD J + 0 Lal (z) N W m N Q 0 N N Of N Q m N O_ cn d In - - PPROXIM TE EXISTNG - - ROUND CENTER NE S=02 % I tr PR POSED S UTH G7TVV Zo+UV 26+00 360 356 352 348 27+00 n C� O N L UNT �(� Q N ' 1 O W ULi u JI JJ Cj Ll: IJ Ji JJ 3 I~ z C3C fj d� W NN 500 4 1 2 -I + + _ + I of >- of n n w NN ' U N j m ++ Q I�Q m +J ++ I QQ` NN Q N NI Q NN W INW NI NN I (J 1 a La -L4- ►Q-, Q a QQ > N aC> N Q Ljj J;, I - - - - (,j . V) W / ro -0-- V) 634,17 1 0 -c. • / `l Xfo u-,�1 - s - 23+oo-S89.02'47"E - 24+00 + N - - 25+00 326.49' - \ �S�P s s \ 1 0 s8" SEWER w M Iw J7.- 2R/W JJ N o� n a Lz I rn i �I �_� a Q p 7 N N > N + W L+ W d+- I" I W d+- N 5' Q �N 42 �I > N 43 > N +1 > N 45__j_ I V� Q n C4 Q (N 44 � Q N 0 Q I oo Icn I -I c� <n F I N QI rnrn I 41 Z LLoLLo i NI NI cnI d� N N 30' = N N ,+n Lo GRADE 20' I 20' 634J6 v GRADE BREAK UNT 2 N N HOLYOKE DRIVEUNT �jm STA. 23+2124 C.L , 20.00RT.= m N N SEE SHEET 10 U N N STA. 23+21.24 F.L. 36C 356 352 348 36C 356 352 348 SAMUELSON STREET (STA. 22+50.00 TO STA. 25+76.49) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00 FT. cjtuu 24+00 25+00 360 356 352 348 N O lD Q M U) d d M Z d, M > W 'T � N W W CJ _M J W W cn J W W Li Ld J LL_ dj M W O p Y Q tY J Wo w _j O ul + EN � W m o ZL0 c m L+I = N W Q c6 Q U LuC7 Z N Lu M U > N Q > O > U m CD Q_ L,j TERLINE m CU S=025% IPOSED S=-0. 5% A - S UTH GR UND ® CENTERLINE FLO S=0 0% 0 PR POSED N RTH FLO INE U) cjtuu 24+00 25+00 360 356 352 348 LJ't uu 24+00 25+00 360 356 352 348 LEGEND: LUEND:(CONT.).LEGEND: -(CONT.) ---� CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.STD. T-19: F.L. FLOWLINE -:----------------------- 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND Povc POINT ON VERTICAL CURVE "R1-1" -stop "Wt -1" -CURVE ARROW PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 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. ELEV ELEVATION EVC END VERTICAL CURVE "R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER .'W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "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 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET 1C 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 Tis �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 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9' - NO PARKING/BIKE LANE 'WI -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 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT-OF-WAY ° STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION O 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.Q.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ® 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. EXISTING SURVEY MONUMENT GUTTER LIP TO A DEPTH OF 12 . CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" 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 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS ��� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CONSTRUCTION OF ADJACENT UNIT. �j 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' OPENIN � 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 PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. STANDARD SPECIFICATION 8010-21 C-19. SECTION DESIGNATION: �' • ��" -- �� -- L. TRACT BOUNDARY A� A "STOP' MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRAD SECTION LETTER L. L� 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 A WIN-> � �' � EXISTING STRIPING AND MARKINGS, TYPICAL PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 2 �p CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD SHEET WHERE SECTION IS sHOWN 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 SPECIFICA11ON 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. &//Z7/r( VN TT +!• ' v O L7 L.AN (r 3 ONLY 40 -o 014TT5 1, L oq _ it l � I 0) O M M Q O Z ao U � d - Z w0 I W<00 o w cfl o co o cn N fr W Y MQ W N lD Q M U) d j Z W O N W W Li Ld J LL_ W 1 p Y Q tY W Z O ul + EN � W m = N W Q Q U LuC7 Z U GROUND 0 CE TERLINE m S=025% IPOSED S=-0. 5% - S UTH FLO INE LJ't uu 24+00 25+00 360 356 352 348 LEGEND: LUEND:(CONT.).LEGEND: -(CONT.) ---� CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B.STD. T-19: F.L. FLOWLINE -:----------------------- 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND Povc POINT ON VERTICAL CURVE "R1-1" -stop "Wt -1" -CURVE ARROW PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 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. ELEV ELEVATION EVC END VERTICAL CURVE "R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER .'W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "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 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET 1C 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 Tis �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 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9' - NO PARKING/BIKE LANE 'WI -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 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT-OF-WAY ° STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION O 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.Q.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ® 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. EXISTING SURVEY MONUMENT GUTTER LIP TO A DEPTH OF 12 . CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" 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 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS ��� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CONSTRUCTION OF ADJACENT UNIT. �j 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' OPENIN � 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 PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. STANDARD SPECIFICATION 8010-21 C-19. SECTION DESIGNATION: �' • ��" -- �� -- L. TRACT BOUNDARY A� A "STOP' MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRAD SECTION LETTER L. L� 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 A WIN-> � �' � EXISTING STRIPING AND MARKINGS, TYPICAL PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 2 �p CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD SHEET WHERE SECTION IS sHOWN 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 SPECIFICA11ON 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. &//Z7/r( VN TT +!• ' v O L7 L.AN (r 3 ONLY 40 -o 014TT5 1, L oq _ it l � I 0) O M M Q O Z ao U � d - Z w0 I W<00 o w cfl o co o cn N fr W Y MQ W O� O �p c v- to a C-4 co o 111 � Q fE !-- O tl►) C W V O w �� O O O to O N w + N z m N Q W Z o F- tl00 . co v I.Z m W cf) z .5 ZF V ¢ OP O IE Z -J Lu c Qa U O� w = W Lo W T U. 0 4 J lD Q U) Z O W tY � LuC7 Z 0 U) -> it CD 0 Lal (z) N Q 0 O� O �p c v- to a C-4 co o 111 � Q fE !-- O tl►) C W V O w �� O O O to O N w + N z m N Q W Z o F- tl00 . co v I.Z m W cf) z .5 ZF V ¢ OP O IE Z -J Lu c Qa U O� w = W Lo W T U. 0 4 57 �G 9 9 \8 6, S7,4. 17 9-�40 2g 4 PDE $REPK _ � N P �' �G 9X58 p0 F L'� .- SIN. 9X28.23 F R 51 P• 9X28.23 sl N. k t�0 6$ F � � SSP 2 �. 111TH n J o HOLYOKE DRIVE N SEE SHEET 10 35 c 34 33 Z 0 CL J Q U F= z W 0 35E 35i 34E 344 340 10+00 11+00 12+00 13+00 14+00 QUEBEC AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 15+00 16+00 17+00 v# I 18+00 19+00 0 CURVE TABLE ^ to 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' 44'24'55" 6 20.00' 31.42' 20.00' 90'00'00" 7 520.00' 95.69' 47.98' 10'32'36" 8 480.00' 88.33' 44.29' 10'32'36" 9 1 480.00' 28.85' 14.43' 03'26'38" 35 c 34 33 Z 0 CL J Q U F= z W 0 35E 35i 34E 344 340 10+00 11+00 12+00 13+00 14+00 QUEBEC AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 15+00 16+00 17+00 v# I 18+00 19+00 0 R ^ to � ^ ^ N N 0 O CONSTRUCTION NOTES: M W Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ('n > > NOTES; F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "R1-1" - STOP "Wt -1" - CURVE ARROW to ,* M �0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. M FOR SEWER AND STORM DRAIN, SEE SEWER AND C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" -KEEP RIGHT "W31(CA)" -END TS FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT M STORM DRAIN PLANS FOR DETAILS. ELEV ELEVATION EVC END VERTICAL CURVE M "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD "R5-1" "W3-1" W � CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE U - DO NOT ENTER - STOP AHEAD "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET J FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W J BC BEGIN CURVE PCC POINT OF COMPOUND CURVAIURE Z "R3 -5R" -RIGHT TURN ONLY "Wi4-2" - NO OUTLET Co Co FURNISH & INSTALL INTERCONNECT CONDUIT M j Lq 0.40' AGGREGATE BASE OVER 0.80' COMPACTED EC PIVC W j1. ^ LoW ",q - "R81(CA)" - BIKE LANE "Wi-7" - DOUBLE ARROW "R7-9 - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3 TH5 TR6 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 o TP TOP OF PAVEMENT OF VERTICAL CURVE U Y 5 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=NO. 6 SIZE F 0 PER C.O.B. STD. ST -9. F.O.C. FC FINISH CONCRETE FACE OF CURB R/W RIGHT-OF-WAY -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Qt 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. a 0 W -- EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 v 12' WIDE CROSS GUTTER PER C.C.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY _ W # O ITEM OF WORK - SEE SCHEDULE O6 W PER C.O.B. STD. ST -9. EXISTING SURVEY MONUMENT GUTTER LIP TO A DEPTH OF 12". J C7 -j - CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. O J , J W s i• d• INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' J FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS W BIKE LANE MARKINGS PER CAL -TRANS STANDARDS UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH W COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE O 0 SEWER MANHOLE CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. W FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SID. ST -14. -REFER SEWER &STORM DRAIN PLANS. Li J O8 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS -ED- Z W W - 1n J � STANDARD SPECIFICATION 8010-21C-19. M W PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SECTION DESIGNATION: -�- m 0 TRACT BOUNDARY -� - - STOP "STOP" MARKING PER CAL -TRANS STANDARDS O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. sEcltoj� LETTER '� � � � � � � � � � � UNIT BOUNDARY �n��® MEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS 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 _ _ _ _ _'�` _ 2 0 IhW 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 sli�Er WHERE sEcnoN IS sliowN cn NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS Z ro Lz ->-> 1+- LZ W W ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 wW TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. STANDARD SPECIRCA11ON 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS N4 co N STANDARD SPECIFICATION 8010-21C-19, UNLESS Q m r-i 00 > OTHERWISE INDICATED. > M W J Wcl F N C, li 1.� Q � O M O O Ki + . n J WW J Lo N ti MO N co to + +SW n v~i ci ¢ �' d APPR XIMATE ISTING + -----------P N-LJ N o 3 < w m cj mow GROUt D @CEN FERLINE --U)- - - - - - - - " =0.25% S=O. 10 =-0. 1% SOUTH ToL L fL0 iNE FL NE M M M M W W W Ij LL 4 4 4 4 .,, . ,,., 1 `t_rvu I Z)Ir Vu 11Z;zliv 17+00 18+00 19+00 352 M 340 20+00 oy/z7/ly VNrf sF•S o%JL�l uNti 3 00 O M M �0) Of ozcc) U 0_ -t Z � 1 Q J W Q W U 000 ro� w c� o�� 04 w Y MQ W w a 0 } LEGEND: LEGEND: (CONT.,) LEGEND: (CONT.) . CONT CONSTRUCTION NOTES: ABBREVIATIONS Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ('n 0 NOTES; c F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "R1-1" - STOP "Wt -1" - CURVE ARROW ______________________ PROPOSED SAWCUT LIMIT LINEO �0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" -KEEP RIGHT "W31(CA)" -END TS FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 0 STORM DRAIN PLANS FOR DETAILS. ELEV ELEVATION EVC END VERTICAL CURVE _ "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD "R5-1" "W3-1" W � CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE U - DO NOT ENTER - STOP AHEAD "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET ijz FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL I- - Z PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BC BEGIN CURVE PCC POINT OF COMPOUND CURVAIURE Z "R3 -5R" -RIGHT TURN ONLY "Wi4-2" - NO OUTLET Co Co FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION "R81(CA)" - BIKE LANE "Wi-7" - DOUBLE ARROW "R7-9 - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3 TH5 TR6 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 o TP TOP OF PAVEMENT OF VERTICAL CURVE U Y 5 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=NO. 6 SIZE F 0 PER C.O.B. STD. ST -9. F.O.C. FC FINISH CONCRETE FACE OF CURB R/W RIGHT-OF-WAY -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Qt 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. a 0 W -- EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 v 12' WIDE CROSS GUTTER PER C.C.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS # O ITEM OF WORK - SEE SCHEDULE O6 COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. EXISTING SURVEY MONUMENT GUTTER LIP TO A DEPTH OF 12". C7 Istr 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" Z 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) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' J 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 UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE O 0 SEWER MANHOLE CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SID. ST -14. -REFER SEWER &STORM DRAIN PLANS. �n CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE O8 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS -ED- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SECTION DESIGNATION: -�- m 0 TRACT BOUNDARY -� - - STOP "STOP" MARKING PER CAL -TRANS STANDARDS O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. sEcltoj� LETTER '� � � � � � � � � � � UNIT BOUNDARY �n��® MEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS 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 _ _ _ _ _'�` _ 2 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 sli�Er WHERE sEcnoN IS sliowN cn 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 NTH (T) SHALL BE STRIPING TAPE (SSP) OR SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 wW TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND DAYS PRIOR TO PAVING. STANDARD SPECIRCA11ON 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS cD^ STANDARD SPECIFICATION 8010-21C-19, UNLESS 0 OTHERWISE INDICATED. oy/z7/ly VNrf sF•S o%JL�l uNti 3 00 O M M �0) Of ozcc) U 0_ -t Z � 1 Q J W Q W U 000 ro� w c� o�� 04 w Y MQ W w a 0 } J = z 0 in Q ('n 0 c I-- 0 V) �0 Lu o 0 jw W _ W � Q x U ILu ~ m I- - Z r F W = Z Co Co 1 ti m Z o _O � U Y 5 F 0 � J U a 0 W 2 a � v C7 Z N J m O � CJ 0 0 � cn ->-> wW rif cD^ 0 0 Wcl F N C, Q � O M O z 0 0 c I-- 0 �0 Lu o 0 jw W _ > � Q x U ILu ~ m I- - Z r F W = Lu v cy 1 ti m Z o U 5 F 0 J a 0 a " ASHE ROAD q as SEE SHEET 14 I z zol J 25' s # =o { 30' m o; 30' { m �W I # 0 =a { a i� 55' 1 65 # J�10? W 48' I I vv{ W0 10 00l =m o Zf p I i IU oil ¢Q 0ul 1� 1 INo++lc�� II a 1 #� -N1 O N 0 1 IZ aal j i i 1 9 II �� 1 3 N' I lJ I INSTALL W1 -6(R) WITH 1 # 1 # 8 OM1 -3 MARKER (FUTURE)47(�- rn 6 LZ RIGHTS OF THE PUBLIC A I Wo 1 TO ANY PORTION OF THE LAND to ,,� ci LYING WITHIN THE AREA 1( f z I m a COMMONLY KNOWN AS AS EIROAD I # o zo (COUNTY ROAD No. 199). I , 5 # # m 1A 1 # # � � (oz PROPOSED MEDIAN CURB I r I I # ® a 1 30' I• 30' # 1 I 75' I TR3=N0. 3 1-/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 65' I I , 58' ASHE ROAD SEE SHEET 14 356 352 348 344 340 336 356 352 348 344 340 ~ � q 11+00 12+00 CURVE M O J DELTA 1 m o; °D o II 2 J W N J SELMA STREET C) O J J O C) SEE SHEET 9 N n v O N 30' 30'11' In d o ulp SIX) -j 20' 20' , ELEVATION EVC END VERTICAL CURVE rn 6 LZ 5 Wo Wo + + to I�-I i �� z ��29 U� I U N U N ci ¢ d0- � � BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R -RIGHT TURN ONLY - NO OUTLET "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW rqs 1gs 1g6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® uj ccn v) EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT v �� `�UJ to TR3=N0. 3 1-/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE to ari cn V) ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. 2 ,:s R W c (z ` CID CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER DESIGN ENGINEER. ENGINEER/ N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED ddv FACE OF CURB R W RIGHT-OF-WAY / _ �s EXISTING STORM DRAIN =REFER TO SEWER &STORM DRAIN PLANS 3 I 3 TAPER NUMBER FOR TAPER DESCRIPTION o 3 O n CURVE TABLE 336 11+00 12+00 CURVE W LENGTH TANGENT DELTA 1 0 4fi.85' 29.72 89'28'14" 2 0 47.40' 30.28' 90'31'46" 3 o 31.42' 20.00' 90'00'00" FOR SEWER AND STORM DRAIN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. N FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE I "R1-1" - STOP "W1-1" - CURVE ARROW "R4-7" - KEEP RIGHT "W31(CA)` - END rs J J O I 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - U1.� ELEVATION EVC END VERTICAL CURVE �I "R6-1" - ONE WAY W3 -3w - SIGNAL AHEAD "R5-1" - DO NOT ENTER W3-1 - STOP AHEAD IR �� 30 J �, `` 31 �� BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE c "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET "Wt4-2` Ln + + Q `- M ¢ d0- � � BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R -RIGHT TURN ONLY - NO OUTLET "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW rqs 1gs 1g6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® 2 M, M EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9 - NO PARKING/BIKE LANE W1-6" - SINGLE ARROW 10 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 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. OF VERTICAL CURVE FC FINISH CONCRETE -- D c II � QII m o OO O`t N om co N M j �� �� EE SHEE 11 , � U I J � I I I 1 I I I mm 30' 30' 12 JJ I z uu_�W 1 i 1 1 1 1 1 1 MM t UU 1-' u) InwlWJ JI -'I �I JI J -�i -'I JLL LzI w wI J tn�A 20' 20' Ms �_ m o0 �32 33 34 �'� 35 �� 36 �'� 37 -) 38 M) 39 ° I 40 * NN i 5'- n M W �Ooi �M U d+'@WN } r -I } v m O O �.`� vo a0 M N ++ O ~a ���w ¢ Ln ^ a rn a o +1 ¢ rrni +, a +i ¢ +I 3 + +I 3 + +1 3 + oo c~i>v~i i7 LLJ a m i+ 3+ +I 3+ +I + + + 3+ 00 rn rn U Q Q n W w v w o co w co '� w w w ao �-1 w rn , w o Z 1� Nt~nzo > i > I > I > I > 1 > I > > > N _ r•� W �. O -Qa I Of � �:�, 13 �f- a o a o¢ a s o a�I .o ¢ a ¢� o a o o :t cn to R/W c� c~n cn �, N ( N N c� N - - 2 � R/W -� I -� N N�c cf)vs N c� _ R/W co z N - - L - -p- INTERSECTION - - �- 3 1 ^ 1 STA. 20+95.37 C.L., THORTON AVE: ;n M o 18 DRATN �� ;n o 0 1 8" SEWER 1 in o b STA 12+90.00 C.L , COASTAL LN. 1 i2+00 6" SEWER 18 DRAIN 8" SEWER � ,ca _ s s +00 225.5 -.._ i9 02'4_7 E + _ 169.82` s - - - s - - �-- - s - I- -s - - --+- - - - - I - - - - I - - - - - +- - - - - - - - - of --11-- s s D _ __ b' _ _1 +oo S89'02'47"E t 5+00 } o N 1 16+00 17+00 t 8+00 i s+oo ; o+oo M 700.00' 24" DRAIN 24" DRAIN t 13+00 94" DRAIN 0 0� 3 rLd+ 3 18" D IN 3 M J _-�J J 3 3JJ/Jw R/W w 2 w wr' ¢ ,, 2 JR/W ,, J w J i. 2 J R W J GI N `� ,i '� `` LL L_L 11;, o_= uj 00 1i_ 00 �`' II ao �`00 �O ¢�"� � O 00 tL °° tL °0 W °M° a0 � ao rn M 00 n b n N O M a0 �"� a0 M a0 M C 00 II �. I m a0 M 00 �'`� 00 M a0 -W ;n o o� ¢ ao lo¢ to ¢ cv lo¢ al I ¢ cfl lo¢ rn to Mo } M } M > >- M } of O N M F-- p n O N rM } - M >- of M } �.`� } rn 3 + QD + � 3 + N 3 + , O� 3 +p A7 O _ ¢ O I p¢ M lo¢ O O W N _ _ M} M } M} O� } O� O a O dO ¢ N7 I p'� c0 Ip Q ¢ I� I p¢ O O OO + crs� + N F= 3+ 01� +rn o O O o O o �M 3+ o� + r` 3+ a 3 + i w � 1 w 1 rn i �w rn +w o NN W W 1 Z N W N 1 W M O I O N 1 +.W l!") i+ W ca 1 -} W c0 + + '�'� > 17 > N 16 cn>_"> N O > N> N Mj O 1 N Z 1 _ e7j > ,n>,n > co> > I�> ap rn- rn-5'JJ -of c �¢ -� o �J N , p , JJ Z JJ -' o ¢ o ¢ o ¢ o ¢ o ¢ o ¢ o ¢ o ¢ a ¢ i d Q ¢ 0 ¢ L' ¢ Z > W E- ¢ 1- ¢ F- UtiI, I - j W I c i z w c� ~ f- � ~ � c>' ~ '_ ~ sn �' N �' cn N c� 0000 30' 30'�� �, ; ��, 27 �o� 26 Q� �Z C3�W J 5' c. U_ �¢ N 23 (¢ 22 �� 21 20 �- 19 �� En �� �� �, -'J5' , nn IN N �V) N MMW-! V 30' 30' MM in MMwJ cn N N V7 IL 20' 20' 1 15 �� I 1 . I cn mm w ¢ w I 1 I i 1 i 1 I MM�to � 28 , JJ 125 m ��JO MM 20' 20' MM m MM�O 2q- I I 1 I i I 1 I+ 1 I Z cicV 1 x++w ii u'ni� -11 1 dam+ x ++ N 1 1 1 1 1 1 1 1 O O QW o - - a W + + CABOT WAY . Q -I � < WOui UNT COASTAL LANE cmj a s W N o v¢ Q ii M M SEE SHEET 11 v v Q Q a 66 << SEE SHEET 11 41 inN cn cn NO NNZO CJ QQ W NN NNZO m V) V) k mvi z da 01 NN THORTON AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE 336 11+00 12+00 CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 4fi.85' 29.72 89'28'14" 2 30.00' 47.40' 30.28' 90'31'46" 3 20.00' 31.42' 20.00' 90'00'00" II � QII m o OO O`t N om co N M j �� �� EE SHEE 11 , � U I J � I I I 1 I I I mm 30' 30' 12 JJ I z uu_�W 1 i 1 1 1 1 1 1 MM t UU 1-' u) InwlWJ JI -'I �I JI J -�i -'I JLL LzI w wI J tn�A 20' 20' Ms �_ m o0 �32 33 34 �'� 35 �� 36 �'� 37 -) 38 M) 39 ° I 40 * NN i 5'- n M W �Ooi �M U d+'@WN } r -I } v m O O �.`� vo a0 M N ++ O ~a ���w ¢ Ln ^ a rn a o +1 ¢ rrni +, a +i ¢ +I 3 + +I 3 + +1 3 + oo c~i>v~i i7 LLJ a m i+ 3+ +I 3+ +I + + + 3+ 00 rn rn U Q Q n W w v w o co w co '� w w w ao �-1 w rn , w o Z 1� Nt~nzo > i > I > I > I > 1 > I > > > N _ r•� W �. O -Qa I Of � �:�, 13 �f- a o a o¢ a s o a�I .o ¢ a ¢� o a o o :t cn to R/W c� c~n cn �, N ( N N c� N - - 2 � R/W -� I -� N N�c cf)vs N c� _ R/W co z N - - L - -p- INTERSECTION - - �- 3 1 ^ 1 STA. 20+95.37 C.L., THORTON AVE: ;n M o 18 DRATN �� ;n o 0 1 8" SEWER 1 in o b STA 12+90.00 C.L , COASTAL LN. 1 i2+00 6" SEWER 18 DRAIN 8" SEWER � ,ca _ s s +00 225.5 -.._ i9 02'4_7 E + _ 169.82` s - - - s - - �-- - s - I- -s - - --+- - - - - I - - - - I - - - - - +- - - - - - - - - of --11-- s s D _ __ b' _ _1 +oo S89'02'47"E t 5+00 } o N 1 16+00 17+00 t 8+00 i s+oo ; o+oo M 700.00' 24" DRAIN 24" DRAIN t 13+00 94" DRAIN 0 0� 3 rLd+ 3 18" D IN 3 M J _-�J J 3 3JJ/Jw R/W w 2 w wr' ¢ ,, 2 JR/W ,, J w J i. 2 J R W J GI N `� ,i '� `` LL L_L 11;, o_= uj 00 1i_ 00 �`' II ao �`00 �O ¢�"� � O 00 tL °° tL °0 W °M° a0 � ao rn M 00 n b n N O M a0 �"� a0 M a0 M C 00 II �. I m a0 M 00 �'`� 00 M a0 -W ;n o o� ¢ ao lo¢ to ¢ cv lo¢ al I ¢ cfl lo¢ rn to Mo } M } M > >- M } of O N M F-- p n O N rM } - M >- of M } �.`� } rn 3 + QD + � 3 + N 3 + , O� 3 +p A7 O _ ¢ O I p¢ M lo¢ O O W N _ _ M} M } M} O� } O� O a O dO ¢ N7 I p'� c0 Ip Q ¢ I� I p¢ O O OO + crs� + N F= 3+ 01� +rn o O O o O o �M 3+ o� + r` 3+ a 3 + i w � 1 w 1 rn i �w rn +w o NN W W 1 Z N W N 1 W M O I O N 1 +.W l!") i+ W ca 1 -} W c0 + + '�'� > 17 > N 16 cn>_"> N O > N> N Mj O 1 N Z 1 _ e7j > ,n>,n > co> > I�> ap rn- rn-5'JJ -of c �¢ -� o �J N , p , JJ Z JJ -' o ¢ o ¢ o ¢ o ¢ o ¢ o ¢ o ¢ o ¢ a ¢ i d Q ¢ 0 ¢ L' ¢ Z > W E- ¢ 1- ¢ F- UtiI, I - j W I c i z w c� ~ f- � ~ � c>' ~ '_ ~ sn �' N �' cn N c� 0000 30' 30'�� �, ; ��, 27 �o� 26 Q� �Z C3�W J 5' c. U_ �¢ N 23 (¢ 22 �� 21 20 �- 19 �� En �� �� �, -'J5' , nn IN N �V) N MMW-! V 30' 30' MM in MMwJ cn N N V7 IL 20' 20' 1 15 �� I 1 . I cn mm w ¢ w I 1 I i 1 i 1 I MM�to � 28 , JJ 125 m ��JO MM 20' 20' MM m MM�O 2q- I I 1 I i I 1 I+ 1 I Z cicV 1 x++w ii u'ni� -11 1 dam+ x ++ N 1 1 1 1 1 1 1 1 O O QW o - - a W + + CABOT WAY . Q -I � < WOui UNT COASTAL LANE cmj a s W N o v¢ Q ii M M SEE SHEET 11 v v Q Q a 66 << SEE SHEET 11 41 inN cn cn NO NNZO CJ QQ W NN NNZO m V) V) k mvi z da 01 NN THORTON AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 13+00 14+00 �bS;�+L rl<•i� 1 /+uv IOtVV 1.7TVV d -w -r vv 356 352 348 344 340 336 21+00 Z 336 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 LEGEND: LEGEND: (CONT.) ¢ LEGEND: (CONT.) N CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -t i 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 STORM DRAIN PLANS FOR DETAILS. F.L. C.L. FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" - STOP "W1-1" - CURVE ARROW "R4-7" - KEEP RIGHT "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 - ELEV ELEVATION EVC END VERTICAL CURVE go "R6-1" - ONE WAY W3 -3w - SIGNAL AHEAD "R5-1" - DO NOT ENTER W3-1 - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET "Wt4-2` IC FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. U O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R -RIGHT TURN ONLY - NO OUTLET "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW rqs 1gs 1g6 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. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9 - NO PARKING/BIKE LANE W1-6" - SINGLE ARROW 10 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 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. OF VERTICAL CURVE FC FINISH CONCRETE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 16 CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER DESIGN ENGINEER. ENGINEER/ N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.O.C. FACE OF CURB R W RIGHT-OF-WAY / _ �s 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. Z O O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. a 0 ITEM OF WORK - SEE SCHEDULE O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND U PER C.O.B. STD. ST -9. ® STORM DRNN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS i1` GUTTER LIP TO A DEPTH OF 12 . TO BE 0.20' TYPE "B" M M F- 4. LOCAL STREETS -PAVEMENT EXISTING SURVEY MONUMENT � CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' STD. T-1. 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 STREET NAME SIGN PER C.O.B. S SEWER - REFER TO SEWER & STORM DRAIN PLANS i DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS M BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. TO BE TYPE "A" WITH 3.5' OPENINGS O v N O ALL CATCH BASINS �- N O ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. '� CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE SO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS p PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 5; STANDARD SPECIFICATION 8010-21C-19. 4 �- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 00 "STOP" MARKING PER CAL -TRANS STANDARDS � INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. M ,n M U Z O ,It SECTION DESIGNATION: • • • • TRACT BOUNDARY co Q A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR PAVING, THE DESIGN ENGINEER FOR H •� - UNIT BOUNDARY AHEAD MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. N PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE T SECTION LETTER am.> � EXISTING STRIPING AND MARKINGS, TYPICAL 10 w w � - W ►`) M PER C.O.B. STD. ST -4. cn M 2 O NOTE: co co M SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 D] SHEET WHERE SECTION IS SHOWN WITH (T) SHALL BE STRIPING TAPE (SSP) OR ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBCONSTRUCT PAINT. ALL OTHER NG AND11 TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. . La TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PERRNE CALTRANS PER C.O.B. STD. ST -2 (REVISED 6-2-99). ¢ STANDARD SPECIFICATION 8010-21C-19 J N W� J W 3 V � OTHFRWiSF INDICATED. > O M > > a: w O z3 4 M tea¢ � � O WM m j W M In M ul O �' Lu W co > W 4 M. W J 00 W OO J W M of to n O O N1 W 00 J O M - >; _j J M M Li.W W dam" .. A p o M 0 o W + I uj u: LLI li- w r) La M o N W to W Li d M �W ao j M Li J j W Q CJ + o 1 j L� W > W Ii III W -1 WW 1� + U) + + cvi AP -GROUND XIMATE E ISTING t[) li - ci o%oQ �Q:-jLLI tn w w RLINE `- -------------- V 00 w -_ _- t- N- W 4L jwmn o ± I ' cli+ + J � APPR IMATE E (STING wmIn ' N W m- -- - - - - - - �`- _dw GROU 0CEN RLINE ------------- _ _ _ d S=0.2 7% o, -T S=-0. 0% S=O. 1% S=-0. -_ mN w m wN Lr I --Ow -- -- -- -- - -_ 0 -- -- - SOUTH S= 0.51% S -0.25% S=- S=- PR POSED S LITH o Q S 0.25% FPLR©P NED >; j >; j M .51% .86% S -0.259 d d Ndj M J M M M M c 04 o W W d PR POSED N RTH � r- O "' N o co w J - J J PROPOSED; F OWLINE NORTH j j M d N G FL INE �� �� W wW w > > W W > a 4 as G J w W W W d N d N W W W W 4 G d a o d N d M M M 11+00 12+00 13+00 14+00 �bS;�+L rl<•i� 1 /+uv IOtVV 1.7TVV d -w -r vv 356 352 348 344 340 336 21+00 356 q/27/Ip 352 348 344 M 21+00336 A it -2� � ` n � 1 v' !. 11 f1g. t.r� FRull-r;i .. q R.C.E`3 322 EXP. 06/30/08 REVISION APPROVED BY: 9 MARIAN SHAW C.E. IV DATE / q► R.C.E. 32178 EXP. 12/31/08 IL Q l 7 7 �. 0 M 0wIt Z O I Q J w V 100 '2 �wto oEv N W w Y Q W 0 Z 336 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 LEGEND: LEGEND: (CONT.) ¢ LEGEND: (CONT.) N CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -t i 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 STORM DRAIN PLANS FOR DETAILS. F.L. C.L. FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" - STOP "W1-1" - CURVE ARROW "R4-7" - KEEP RIGHT "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 - ELEV ELEVATION EVC END VERTICAL CURVE go "R6-1" - ONE WAY W3 -3w - SIGNAL AHEAD "R5-1" - DO NOT ENTER W3-1 - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET "Wt4-2` IC FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. U O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R -RIGHT TURN ONLY - NO OUTLET "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW rqs 1gs 1g6 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. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9 - NO PARKING/BIKE LANE W1-6" - SINGLE ARROW 10 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 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. OF VERTICAL CURVE FC FINISH CONCRETE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER DESIGN ENGINEER. ENGINEER/ N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.O.C. FACE OF CURB R W RIGHT-OF-WAY / _ �s 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. Z O O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. a 0 ITEM OF WORK - SEE SCHEDULE O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND U PER C.O.B. STD. ST -9. ® STORM DRNN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS i1` GUTTER LIP TO A DEPTH OF 12 . TO BE 0.20' TYPE "B" M M F- 4. LOCAL STREETS -PAVEMENT EXISTING SURVEY MONUMENT � CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' STD. T-1. 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 STREET NAME SIGN PER C.O.B. S SEWER - REFER TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. TO BE TYPE "A" WITH 3.5' OPENINGS O v N O ALL CATCH BASINS �- N O ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. '� CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE SO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS p PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 5; STANDARD SPECIFICATION 8010-21C-19. 4 �- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 00 "STOP" MARKING PER CAL -TRANS STANDARDS j JO INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. M U Z O ,It SECTION DESIGNATION: • • • • TRACT BOUNDARY co Q A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR PAVING, THE DESIGN ENGINEER FOR H •� - UNIT BOUNDARY AHEAD MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. N PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE T SECTION LETTER am.> � EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS - W PER C.O.B. STD. ST -4. cn CONDITIONS BE 2 O NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED M SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 D] SHEET WHERE SECTION IS SHOWN WITH (T) SHALL BE STRIPING TAPE (SSP) OR ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBCONSTRUCT PAINT. ALL OTHER NG AND11 TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. . La TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PERRNE CALTRANS PER C.O.B. STD. ST -2 (REVISED 6-2-99). ¢ STANDARD SPECIFICATION 8010-21C-19 J N W� J W 3 V � OTHFRWiSF INDICATED. O M > > a: w 1>+} z3 4 M tea¢ � � O WM m j In M ul N > > 4 M. W J 00 W OO J W � M W of to n O O N1 W j J O >; _j J M M Li.W W .. A p o M 0 o W + I uj u: LLI li- w r) La o N W �W ao j j M Q CJ + L� W 'uj + U) + + cvi AP -GROUND XIMATE E ISTING - ci o%oQ �Q:-jLLI 0CEN RLINE -------------- -_ _- 4L jwmn wmIn ' N W m- t�.l fn - - - - - S=0.2 7% o, -T S=-0. 0% S=O. 1% S=-0. 1% u� r ao Uj 0 SOUTH � PR POSED S LITH o Q FPLR©P NED >; j >; j M d d J M M M M W W d LU J>;: W>: w J - J J d N G W N Q 4 a 4 N d N 356 q/27/Ip 352 348 344 M 21+00336 A it -2� � ` n � 1 v' !. 11 f1g. t.r� FRull-r;i .. q R.C.E`3 322 EXP. 06/30/08 REVISION APPROVED BY: 9 MARIAN SHAW C.E. IV DATE / q► R.C.E. 32178 EXP. 12/31/08 IL Q l 7 7 �. 0 M 0wIt Z O I Q J w V 100 '2 �wto oEv N W w Y Q W 0 Z 336 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 LEGEND: LEGEND: (CONT.) ¢ LEGEND: (CONT.) N CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -t i 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 STORM DRAIN PLANS FOR DETAILS. F.L. C.L. FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" - STOP "W1-1" - CURVE ARROW "R4-7" - KEEP RIGHT "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 - ELEV ELEVATION EVC END VERTICAL CURVE go "R6-1" - ONE WAY W3 -3w - SIGNAL AHEAD "R5-1" - DO NOT ENTER W3-1 - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET "Wt4-2` IC FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. U O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R -RIGHT TURN ONLY - NO OUTLET "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW rqs 1gs 1g6 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. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT "R7-9 - NO PARKING/BIKE LANE W1-6" - SINGLE ARROW 10 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 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. OF VERTICAL CURVE FC FINISH CONCRETE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 CURVE NUMBER FOR CURVE DESCRIPTION O ENGINEER DESIGN ENGINEER. ENGINEER/ N OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.O.C. FACE OF CURB R W RIGHT-OF-WAY / _ �s 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. Z O O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. a 0 ITEM OF WORK - SEE SCHEDULE O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND U PER C.O.B. STD. ST -9. ® STORM DRNN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS i1` GUTTER LIP TO A DEPTH OF 12 . TO BE 0.20' TYPE "B" F- 4. LOCAL STREETS -PAVEMENT EXISTING SURVEY MONUMENT � CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' STD. T-1. 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 STREET NAME SIGN PER C.O.B. S SEWER - REFER TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. TO BE TYPE "A" WITH 3.5' OPENINGS O v 5. ALL CATCH BASINS �- 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 LEFT OR RIGHT AS APPLICABLE SO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS p PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 5; STANDARD SPECIFICATION 8010-21C-19. 4 �- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 00 "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. U Z SECTION DESIGNATION: • • • • TRACT BOUNDARY "AHEAD" Q A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR PAVING, THE DESIGN ENGINEER FOR H •� - UNIT BOUNDARY AHEAD MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. N PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE T SECTION LETTER am.> � EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS - SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CHANGED, A REVISED STRIPING PLAN PER C.O.B. STD. ST -4. cn CONDITIONS BE 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 D] SHEET WHERE SECTION IS SHOWN WITH (T) SHALL BE STRIPING TAPE (SSP) OR ALL PERMANENT STRIPING & PAVEMENT MARKINGS WATERBCONSTRUCT PAINT. ALL OTHER NG AND11 TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. . La TO BE THERMOPLASTIC PAINT PER CALTRANS MARKING SHALL BE THERMOPLASTIC PERRNE CALTRANS PER C.O.B. STD. ST -2 (REVISED 6-2-99). ¢ STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS 3 V � OTHFRWiSF INDICATED. 356 q/27/Ip 352 348 344 M 21+00336 A it -2� � ` n � 1 v' !. 11 f1g. t.r� FRull-r;i .. q R.C.E`3 322 EXP. 06/30/08 REVISION APPROVED BY: 9 MARIAN SHAW C.E. IV DATE / q► R.C.E. 32178 EXP. 12/31/08 IL Q l 7 7 �. 0 M 0wIt Z O I Q J w V 100 '2 �wto oEv N W w Y Q W 0 Z m ¢ N N c W W V z 0 Lu a 0 go Z x 0 W U W V � 10 F_ i s 6 N o Z O a 0 U F- ¢ Zo w z o0 O v w UI Y p 5; w 4 W S p U Z Cn r ¢ jE N cD - W Z cn N �' D] VI La ¢ 3 V � > a: w Z tea¢ � � O ul N > > > of to n O O o O o A p o M 0 o Z c W W V 0 Lu a go Z x 0 W W V � 10 m i s 6 0 o a 0 4 360 31r 35 34 34 34 u J WASHBURN WAY o SEE RIGHT Lo En N B.C. 30' 1 30,1111 11 � z 11 STA. 9+80.00 C.L., 100.40LT.=20' 1 20' I C"i Co NT U ~' 11 11 p o 0 d J J r' i oo HOLYOKE DRIVE STA. 8+75.30 F.L. 1 6 I`, t " o N I m I °D N M j I I I I N Cl SEE SHEET 10 ++ -'� J I -4- I Z wJjW I i I I I 1 ^ I 30' I 30' OO UI.L -j J I_j J UU IJ ULLw J 1 �� -ice 20� 20. 11 W Z �+- Z Z J -J J I -1 J I J J I -1 J U -1 U Lam. J U L� 4 0 P.R.C.; a I oo o 00 '�- c) c) `` `` '�I� � = I . i¢-� po 0 0 0 0 0� o0 oQ oo w o ,�� L � o L- r oo U- 00 5 1 STA. 9+77.35 C.L., 87.05LT.= W '- o m cn cn ,n c� } 0 0 0 Co CD o a o o om co 0 o a o cn -�� o 0 0 0 033 �om�� w r k 31 �� 30 lu_ � 29 k 28 �27�� o o�� o 00 5' ISTA. 8+89.00 F.L cn = ++ a� ori 34 a(o Uri a <r vwi O � o o r o o r o o 0 00 } to `n I�� °'� NM INS NNQW w + +w { I+ � + I+� + I+ + I�� + o co `� o c+a+ < 00 ++ W STA. 9+21.87 F.L. o `' 3 ' o + W + + ,,, + + cn a2 I u `' I > I > ,r, I > co > Z I t U Wit¢- o' Ir o✓ I� � - z QQ I -v ¢¢w� > Ir? > ? I� > d d �' d w w m +jm + c,icncn oa d od aoa �- d i -F ow o o �� �� �� d T ¢a �� da. ¢ i� c- Ii c� cn<n cncnz o d Q Q Q o 0 5' �'N J R/YV 2 c�v~i v~ic�v~i U c�c~n wc�V) c~n c�v~i c~i�t�c~i> o t- o o cn o C/) L" o oo Nc�i� o o � 5' 3 -- - -- -- -- -- - -- 1_ - I R/W cn 2 c�cn cnc�cn � caw 2 - - __�__ °o z w 17 - 03� 39 R/W - ----__D 3_ _ DRAIN 1 18" DRAIN o _ 4 Py G� _ --�_� 11+00 �- - - D �� o D D 18" DRAIN 1 1 7 �n � o S8902'47"E 8" S WER -210.00' - -+ - - " - 0 - - -F - - - -- ! - D D - - D S89.02'47 E - - -- p� �x`O ' . ` 2 1 1 12+00 13+00 1 $ SEWED Ln o 0 14+00 S 15+00 S 16+0o g" SEWER 60.00'+0 o s INTERSECTION 4 4 1 1 o N STA. 17+70.00 C.L., BIDDEFORD ST.= x�Py �g G' 3 1 3 4 I I STA. 13+66.27 C.L., HOLYOKE DR. " z J SSP !� v II w h- w R W 11 M II w w J w N J t� -' R/W 2 J J r o ~ w T- o o �` I W �i� w I' '� J 11 L 11 w o o Io Q p wog o > o to r o to r o to o to o Io 0 0 o ~ �I i / pct co <00 o c, o m oroi Cl ¢rn IU) ¢� ¢� o > cfl ori o r o O ro o ^ w o /vi cv oo N o w + N o 1� o u� Q o iu> ¢ ¢ `� O � 'n i 38 R m N + +> N W + + � � + N?� ¢ 00 O O to 1 V _O r ^ j o - - I 5' 1 > cv ro + + w rn + co o + o o R o� O 20 i I -��21 M� �> �+ U� Q 5' 22 �� 23 24 0+� 25 26 � 2 N I Z 1 a° 3 ci w o o o i c U ti 30' 30' v w c� c�i> I r¢- o '- d o d ¢ 1 0¢ ti o¢ v Ica 5 i ,no c� cn 4� 1� Cl0 0o IN c� cn IF c� cn I� c� co IN c� cn ¢ ~ ¢ � oo ~ 00 30' 30' v� o o o cn CO co c� cn p 1�co 00 I Cl 20' 20' oo I I i I� �1Lo Lo¢ o0 0o z Coco roi M I o ± ± ± ± MERCHANTS LANE N N UNT 2 r C, ++ 1 9 m �co rl HOLYOKE DRIVE W o0 00 Cc' o SEE SHEET 10 (j Lj ¢ Q U Q Q zo a ci v~i W cn cn m cn in 4i c i c i z Q Q SEE SHEET 10 Z3 Cn cn m NN �� BIDDEFORD STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 356 352 348 344 340 IJTVV 1'Ft V V 15+00 16+00 17+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 13.70 6.94' 22'25'35" 2 84.00' 197.70' 202.06' 1345111" 3 35.00' 54.98' 35.00' 90'00'00" 4 1 20.00' 31.42' 20.00' 90 00'00" i oo HOLYOKE DRIVE STA. 8+75.30 F.L. 1 6 I`, t " o N I m I °D N M j I I I I N Cl SEE SHEET 10 ++ -'� J I -4- I Z wJjW I i I I I 1 ^ I 30' I 30' OO UI.L -j J I_j J UU IJ ULLw J 1 �� -ice 20� 20. 11 W Z �+- Z Z J -J J I -1 J I J J I -1 J U -1 U Lam. J U L� 4 0 P.R.C.; a I oo o 00 '�- c) c) `` `` '�I� � = I . i¢-� po 0 0 0 0 0� o0 oQ oo w o ,�� L � o L- r oo U- 00 5 1 STA. 9+77.35 C.L., 87.05LT.= W '- o m cn cn ,n c� } 0 0 0 Co CD o a o o om co 0 o a o cn -�� o 0 0 0 033 �om�� w r k 31 �� 30 lu_ � 29 k 28 �27�� o o�� o 00 5' ISTA. 8+89.00 F.L cn = ++ a� ori 34 a(o Uri a <r vwi O � o o r o o r o o 0 00 } to `n I�� °'� NM INS NNQW w + +w { I+ � + I+� + I+ + I�� + o co `� o c+a+ < 00 ++ W STA. 9+21.87 F.L. o `' 3 ' o + W + + ,,, + + cn a2 I u `' I > I > ,r, I > co > Z I t U Wit¢- o' Ir o✓ I� � - z QQ I -v ¢¢w� > Ir? > ? I� > d d �' d w w m +jm + c,icncn oa d od aoa �- d i -F ow o o �� �� �� d T ¢a �� da. ¢ i� c- Ii c� cn<n cncnz o d Q Q Q o 0 5' �'N J R/YV 2 c�v~i v~ic�v~i U c�c~n wc�V) c~n c�v~i c~i�t�c~i> o t- o o cn o C/) L" o oo Nc�i� o o � 5' 3 -- - -- -- -- -- - -- 1_ - I R/W cn 2 c�cn cnc�cn � caw 2 - - __�__ °o z w 17 - 03� 39 R/W - ----__D 3_ _ DRAIN 1 18" DRAIN o _ 4 Py G� _ --�_� 11+00 �- - - D �� o D D 18" DRAIN 1 1 7 �n � o S8902'47"E 8" S WER -210.00' - -+ - - " - 0 - - -F - - - -- ! - D D - - D S89.02'47 E - - -- p� �x`O ' . ` 2 1 1 12+00 13+00 1 $ SEWED Ln o 0 14+00 S 15+00 S 16+0o g" SEWER 60.00'+0 o s INTERSECTION 4 4 1 1 o N STA. 17+70.00 C.L., BIDDEFORD ST.= x�Py �g G' 3 1 3 4 I I STA. 13+66.27 C.L., HOLYOKE DR. " z J SSP !� v II w h- w R W 11 M II w w J w N J t� -' R/W 2 J J r o ~ w T- o o �` I W �i� w I' '� J 11 L 11 w o o Io Q p wog o > o to r o to r o to o to o Io 0 0 o ~ �I i / pct co <00 o c, o m oroi Cl ¢rn IU) ¢� ¢� o > cfl ori o r o O ro o ^ w o /vi cv oo N o w + N o 1� o u� Q o iu> ¢ ¢ `� O � 'n i 38 R m N + +> N W + + � � + N?� ¢ 00 O O to 1 V _O r ^ j o - - I 5' 1 > cv ro + + w rn + co o + o o R o� O 20 i I -��21 M� �> �+ U� Q 5' 22 �� 23 24 0+� 25 26 � 2 N I Z 1 a° 3 ci w o o o i c U ti 30' 30' v w c� c�i> I r¢- o '- d o d ¢ 1 0¢ ti o¢ v Ica 5 i ,no c� cn 4� 1� Cl0 0o IN c� cn IF c� cn I� c� co IN c� cn ¢ ~ ¢ � oo ~ 00 30' 30' v� o o o cn CO co c� cn p 1�co 00 I Cl 20' 20' oo I I i I� �1Lo Lo¢ o0 0o z Coco roi M I o ± ± ± ± MERCHANTS LANE N N UNT 2 r C, ++ 1 9 m �co rl HOLYOKE DRIVE W o0 00 Cc' o SEE SHEET 10 (j Lj ¢ Q U Q Q zo a ci v~i W cn cn m cn in 4i c i c i z Q Q SEE SHEET 10 Z3 Cn cn m NN �� BIDDEFORD STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 356 352 348 344 340 IJTVV 1'Ft V V 15+00 16+00 17+00 360 356 352 348 344 340 360 360 356 356 352 352 348 348 344 344 13+00 14+00 15+00 16+00 17+00 340 340 11+00 LEGEND: LEGEND: (CONT.)LEGEND:tCONT.� CONSTRUCTION NOTES: ABBREVIATIONS Rt -1 NOTES: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 �------- "Rt-1" - STOP "wt -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. ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT O 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 "B" A.C. OVER BC BEGIN CURVE "R3 -5R - RIGHT TURN ONLY "Wt4-2" - NO OUTLET FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED PCC POINT OF COMPOUND CURVATURE O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY " -BIKE LAN "W1-7" - DOUBLE ARROW 7133 TSS- T FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. PER C.O.B. STD. ST -9. PIVIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -R7-9- END CURVE TC TOP of CURB "R - NO PARKING BIKE LANE "W1-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE FC FINISH CONCRETE o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY . F.O.C. FACE OF CURB FC RIGHT-OF-WAY ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. ENGINEER/DESIGN ENGINEER. 3OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED - - 0 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% Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O �6 COMPACT SUBGRADE TO 90% RELATIVE DENSITY 0 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 MONUMENT GUTTER LIP TO A DEPTH OF 12". Istr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. i ills 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 7 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. 5 EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS m� 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 STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. CONSTRUCTION OF ADJACENT UNIT. CAL -TRANS TYPE IV ARROW " 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE O8 PAINT 12LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. STOP ...�....� .. �,. "STOP" MARKING PER CAL -TRANS STANDARDS O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION TRACT BOUNDARY AHEAD /► 9 SECTION LETTER UNIT BOUNDARY AHEAA73C WITH W-31(CA) "AHEAD" MARKING PER CAL -TRANS STANDARDS ( ) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE - - - - -'4 mwi-> j)' EXISTING STRIPING AND MARKINGS, TYPICALPROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 2 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD SHEET WHERE SECTION IS SHOWN 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 11+00 J � __Tr n. m< j ci n P.: ai a� o m Lu w V �W o ¢ W j _ 00 Lo M M � Z w O O Co uto U Lo co r _ J N Go ~ O Z C, � 4 J M O ui lI? co 0 O > a w O + > 0 t� O O co W 5; 0 U APPRO) IMATEEX STING �- N 1 ui c o Q w m ~ U APPRO - - _ - co c+v Cj m N CU w _URE U _ y w " --_ - m(n j jM J J Z (n > >: .1 FLO NUNE J m to r`' -------------- r p >: >: ,6 <Ll CD w W wd J WLA J > j W d< od od d• N M 'j W M j J J JW Lu LLJ jj J J S W J J w w 4 d w w N J `T J � Q N L Li O O V- u: d0•(CC W f O N J Q 0 �O M O 7z C> ^j M LL: u: M to n pj O p o O Oa p w 2 + + + O + Z ccoo C3 U / + - O c+p + V) 11: ' tiC. APP ATE EXIS NG n N w N m W ci W N ROUND CENTS INE z'i¢- CS O N N 41 -- - - - ' -- = - B S=-0 25% S yl- S=0.28all =-0.51% =0.51% r o ROPOSE SOUTH ; i � PR OSED SOUTH 4 OWLINE M FLO NE ' M j j > > > w w w w w wwWW 1 d d d dN ' J ) .- p) M 9+00 10+00 11 +00 12+00 360 356 352 348 344 340 360 360 356 356 352 352 348 348 344 344 13+00 14+00 15+00 16+00 17+00 340 340 11+00 LEGEND: LEGEND: (CONT.)LEGEND:tCONT.� CONSTRUCTION NOTES: ABBREVIATIONS Rt -1 NOTES: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 �------- "Rt-1" - STOP "wt -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. ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER "W3-1" - STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT O 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 "B" A.C. OVER BC BEGIN CURVE "R3 -5R - RIGHT TURN ONLY "Wt4-2" - NO OUTLET FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED PCC POINT OF COMPOUND CURVATURE O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY " -BIKE LAN "W1-7" - DOUBLE ARROW 7133 TSS- T FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. PER C.O.B. STD. ST -9. PIVIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -R7-9- END CURVE TC TOP of CURB "R - NO PARKING BIKE LANE "W1-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE FC FINISH CONCRETE o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY . F.O.C. FACE OF CURB FC RIGHT-OF-WAY ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. ENGINEER/DESIGN ENGINEER. 3OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED - - 0 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% Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O �6 COMPACT SUBGRADE TO 90% RELATIVE DENSITY 0 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 MONUMENT GUTTER LIP TO A DEPTH OF 12". Istr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. i ills 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 7 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. 5 EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS m� 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 STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. CONSTRUCTION OF ADJACENT UNIT. CAL -TRANS TYPE IV ARROW " 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. LEFT OR RIGHT AS APPLICABLE O8 PAINT 12LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. STOP ...�....� .. �,. "STOP" MARKING PER CAL -TRANS STANDARDS O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION TRACT BOUNDARY AHEAD /► 9 SECTION LETTER UNIT BOUNDARY AHEAA73C WITH W-31(CA) "AHEAD" MARKING PER CAL -TRANS STANDARDS ( ) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE - - - - -'4 mwi-> j)' EXISTING STRIPING AND MARKINGS, TYPICALPROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 2 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD SHEET WHERE SECTION IS SHOWN 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 11+00 (00 N 12+00 360 356 352 348 344 13+00 J � __Tr n. m< j ci n P.: ai a� o m Lu w V �W o ¢ W j _ 1- 0 � Z w W miJLo Co uto U t-- r _ J N Go ~ O Z C, � 4 J M O ui lI? co 0 O > a w O + > 0 t� 0 o O co W 5; 0 U APPRO) IMATEEX STING �- N 1 ui N o Q w m ~ U APPRO - - _ - co c+v Cj m N CU w _URE U _ y w " --_ - m(n Z (n .1 FLO NUNE J m to r`' -------------- r p >: >: <Ll CD w W wd > 0' d< od od d• N M t7 M (00 N 12+00 360 356 352 348 344 13+00 12+00 360 356 352 348 344 34 13+000 N/z71i�v VNrT �•S O�L� Dtq rn; �-'L of,, INIG R'djolmlo M.At", NI } J � __Tr n. m< j ci n P.: ai a� o m W V �W o ¢ W _ 1- 0 � Z w a J t+- W U t-- r > w w N Go ~ O Z C, � J M ui lI? co 0 O z W a w O > 0 t� 0 o 5; 0 U J �- W = Q U o Q w ~ U APPRO (MATE EX STING co c+v 1. _ _ _URE U N y w - --_ - m(n Z (n .1 % J m -------------- r p <Ll CD > 0' rn od od 'KUPOSEE OWLINE EAST- M t7 M Lu LLJ jj W J J w w 4 d d Q N d O O 12+00 360 356 352 348 344 34 13+000 N/z71i�v VNrT �•S O�L� Dtq rn; �-'L of,, INIG R'djolmlo M.At", NI } J � n. m< ci ai a� o m W V �W o ¢ a ?� _ 1- 0 � Z w a W W U t-- r z Go ~ Z C, � lo co 0 O z W a _o cn Y t� 0 o 5; 0 U J W = Q U Q U H mw N U Z (n J m r p <Ll U > 0' 0 0 Lu LLJ w w Q O O W f O N Q 0 �O 7z C> Go n. ci ai a� o m W V �W o ¢ a ?� _ 1- 0 � a W W W t-- r z Go ~ W V v/ � lo co 0 O z W a t� 0 o M- W 0 J Q U Q 360 356 352 348 344 BERING LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL uo cq Go d• CURVE TABLE LEGEND: (ONT:� CURVE RADIUS n n DELTA 1 20.00' 31.42' SAMUELSON STREET SEE SHEET 4 o 0 500.00' 7.79' UMT J 3 MAINE AVENUE 500.00' 7.79' 3.89' 00'53'32" 4 500.00' 15.56 7.79' 0 o SEE SHEET 3 16.20' 8.10' 7 6 30' 30' ZO' 20' N 20.63' 91'47'05" N _ � JJ N _ JJ 30' 30' 14.29' 4424'55" 8 1 42.00' 98.53' QJ ci 134'24'55" c a c3 J c5 c5 20' 20' 268'49'5Q" FURNISH & INSTALL IRRIGATION CONDUIT I� 1 1 5' 5' cn o$ + + 9 zo Om } o00cid F!) to 18 �o co co 1 I 5' I 38 UNITS STANDARD PLAN RSP A88A CASE A. 3az EC PIVC M + Tg3 s Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. --- -- O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY o0 TP TOP OF PAVEMENT OF VERTICAL CURVE �- m NN 3 -- -- 1 N o ti �� ° a ~ da v ;Lcd �I t/�J i 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. °° -- J J J TAPER NUMBER FOR TAPER DESCRIPTION > W cli W OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED 38 1 Z _ _ �R/W W W CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 1 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PIANS ITEM OF WORK -SEE SCHEDULE © - - - z 1 L11 d 3 I q INTERSECTION I 1 GUTTER LIP TO A DEPTH OF 12". w 0. a J 3 -REFER TO SEWER &STORM DRAIN PLANS. I .37 STA. 10+x.00 C.L, BERING LN.= STA. I -N00'Si13"E -_ - o S8" SEWER; 1 li S SEWER -REFER TO SEWER &STORM DRAIN PLANS ` INTERSECTION 20+38.49 C.L., SAMUELSON ST. M _ A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S 300.00 J (! ADJACENT UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH Y - - ° 1 oQ W +- - 12+00 t -I CONSTRUCTION OF ADJACENT UNIT. 1 STA. 13+00.00 C.L, BERING LN.= FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. O > 1 ° o N " ° 7 18 DRAIN M ° Li - STA. 20+96.16 C.L., MAINE AVE. -- ® Q' m N d Lt- ® La. 1 PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. N lJ� !q -- W /� INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN LaJ r� p 1 SECTION tErTER ( IL 2 "AHEAD" MARKING PER CAL -TRANS STANDARDS R/;3 O 3 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE i c6w O 39 1 4 EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS a N if 634J3� I i MEN i can I 634J& ` 1 d Lei O C-4 - 36 O CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL z o - 0 0 0 M, 11 W V d N +� 19 N z l _ --- - - -� ( I 5' I� 30' 30' G� La Ln r Cj l� °d -J CS L� 1 I 5 30' I 3011 I 20' 20' O o o 0 0 0 Q i Co C) F- Z Fong coo 20' 20' 1 40 SAMUELSON SEE STREET SHEETS 4& s oo UMT 2m ±± NN MAINE AVENUE aN a: V) Q Q Q Q SEE SHEETS 3& 5 _J UF- 61 En cn ® CENTERLINE cn cn 06 in c i .� Qw 360 356 352 348 344 BERING LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL uo cq Go d• 10+00 360 356 352 348 344 11+00 to OR Lo 12+00 360 356 352 348 344 13+00 CURVE TABLE LEGEND: (ONT:� CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 500.00' 7.79' 3.89' 00'53'33" 3 500.00' 7.79' 3.89' 00'53'32" 4 500.00' 15.56 7.79' 01'47'05" 5 520.00' 16.20' 8.10' 01'47'05" 6 20.00' 32.04' 20.63' 91'47'05" 7 35.00' 27A S 14.29' 4424'55" 8 1 42.00' 98.53' 99.95' 134'24'55" 9 42.00 197.06' 42.87' 268'49'5Q" FURNISH & INSTALL IRRIGATION CONDUIT I� CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 1 PAVEMENT TO BE 0.30' TYPE A.C. OVER BC N rd M M UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED EC PIVC M M Tg3 s Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. > O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY M TP TOP OF PAVEMENT OF VERTICAL CURVE J d- 1 > F.O.C. M ° 1 0 W 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. w -- J J J TAPER NUMBER FOR TAPER DESCRIPTION > W III W OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® W W CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY NW STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PIANS ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. uj L11 d W LV d N d �> J GUTTER LIP TO A DEPTH OF 12". w Of a J J -REFER TO SEWER &STORM DRAIN PLANS. W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. ti li S SEWER -REFER TO SEWER &STORM DRAIN PLANS W J Li M A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S J J (! ADJACENT UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH Y -O- - W t -I CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. o > Li O O Z -j> ' _ J M 5. Li �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® Q' m N d Lt- ® La. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. N lJ� !q STOP W /� INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN LaJ r� J SECTION tErTER Z W -I IL AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS O 7, PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE w C-4 p 01 c6w O O 4 EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + O Go + ^ MEN Q+ co 1 d Q _^ mdW O O ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR" WATERBOURNE PAINT. ALL OTHER STRIPING AND O CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL D: N - tp W 11 W V d STANDARD SPECIFICATION 8010-21C-19 + O _ 10 +LJ Ln w \� O� + OTHERWISE INDICATED. Q UOJ F- N �� < `0 o mN 2in aN a: V) m ~ N v _J UF- GROUND ® CENTERLINE 40, .� Qw n. N 10+00 360 356 352 348 344 11+00 to OR Lo 12+00 360 356 352 348 344 13+00 10+00 11+00 12+00 360 356 352 348 344 13+00 CURVE TABLE LEGEND: (ONT:� CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 500.00' 7.79' 3.89' 00'53'33" 3 500.00' 7.79' 3.89' 00'53'32" 4 500.00' 15.56 7.79' 01'47'05" 5 520.00' 16.20' 8.10' 01'47'05" 6 20.00' 32.04' 20.63' 91'47'05" 7 35.00' 27A S 14.29' 4424'55" 8 1 42.00' 98.53' 99.95' 134'24'55" 9 42.00 197.06' 42.87' 268'49'5Q" FURNISH & INSTALL IRRIGATION CONDUIT I� CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE A.C. OVER BC N rd M M UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED EC PIVC M M Tg3 s Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. > O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY M TP TOP OF PAVEMENT OF VERTICAL CURVE J d- TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE > F.O.C. M ° 1 0 W 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. w -- J J J TAPER NUMBER FOR TAPER DESCRIPTION > W III W OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® W W CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY NW STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PIANS ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. uj L11 d W LV d N d �> J GUTTER LIP TO A DEPTH OF 12". w Of a J J -REFER TO SEWER &STORM DRAIN PLANS. W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. ti li S SEWER -REFER TO SEWER &STORM DRAIN PLANS W J Li M A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S J J (! ADJACENT UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH Y -O- - W t -I CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. o > Li O O Z -j> ' _ J M 5. Li �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® Q' m N d Lt- ® La. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. N lJ� !q STOP W /� INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN LaJ r� J SECTION tErTER Z W -I IL AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS O 7, PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE w C-4 p 01 c6w O O 4 EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + O Go + ^ NOTE. Q+ co 1 d Q _^ mdW O O ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR" WATERBOURNE PAINT. ALL OTHER STRIPING AND O CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL D: N - tp W 11 W V d STANDARD SPECIFICATION 8010-21C-19 + O _ 10 +LJ Ln w \� O� + OTHERWISE INDICATED. Q UOJ F- N �� < `0 o mN 2in aN a: V) m ~ N v _J UF- GROUND ® CENTERLINE 40, .� Qw n. N -dr+ NPPROXIV - - - - U - -- Lc - -- vl- -- -- _- --- -- - - - - -- -- - -- 10+00 11+00 12+00 360 356 352 348 344 13+00 u n ►= U n E.C. THORTON AVENUE o ''�� o STA. 13+07.79 C.L., 20.00LT.= n o SEE SHEET 7 N N oM o UMT 5 o STA. 13+08.41 F.L o� Q I R JL\ N d2 9 N N p 2 8 30' I 3p I J J o _ M - I I U La. Z -� JW J J J t p N -j U W tJ I QOOOZ J J -� �J Ula. J IJ J JI U< ULL J I J J I -4 -j V 1 5' o o Q n w LL L` �` a o o cr 1040 L� , F Li, ' i L� L` , -' J I v �` C14Q, t6 CF;ao CO o �v 5' d d m J O O Fci �[i O O O d N m N N d� r'] ,1 LL L'- I ++ pp 7 ++ dd O O O Z 1 O O n 2 O 3- CV w cVc4 cn - 5 COQ 0 3 i � oo-�N`� a`flo o o ++ ¢ I� a rn a) 'ate, + a ++ a "' ILo > „j to 0 0l iocNow v �"s�Q `V Z i\ w aQa r-���W o+ + m + +w + + N w + + 3 + °° Q ui M vi 27 1 a d N 40 F -F -U ad o daC > ^ NI > N > rn Ir+� 3 + + do ¢ a v~ili Q .� Nc Lai tntn F-►-Ow+� �� Z F -t- Of it < dd r ui �, �.- O I o P co cncnzoo a ¢ o v)cn a¢ IQ o a ¢I v v �F o 1 I� c N ` m m cn cn cw .Q • N ZMDRAI - _ �' N - c� cn- I cn c� cn -cn� - c� cn c~i� c� c~i� I o am to cn cl F q INTERSECTION 1 jOSTA. 10+00.00 C.L., SELMA ST.= �p • �P F' STA. 12+25.55 C.L., THORTON AVE. I 634M6 7 o o _ S 6" SEWER S 1 2 3+5 4 6"WER �n 0 7 R - - - - --I-- - - - s ----?--+-- c� SSP' v Q ; N00'57'13"E 1 t +o , 0 12+00 292.21' NO2'44'18"E t 4+ p - - s _- �� P t 1 o N 1 2 1 2 3 1 2 N 207.52' 15+ao 9 I ST, GRgD f [� 26 3 -- -- -- -- I104. FAK 3 3 6 M 7 S q. SfBY ORC 5' 4S F ��' r� 0 1 _ h' o II -� II N J J 71 1^U �¢' 4S �' T 320' I 20 } C3 o o v l �`' a -j ,``� �LZ J 8 / STIN A - - - - o o 0 o �,.,� o a n _� 'ooi in $ Q �o oI Q 4 o N! n. `r�q'f'i C.l. i z t N O o N + cj N �F-x Z( a0 icq v.r, N w°+°0 3+ o Q n m 1 0 ! 3O 21 moi Imo ^ > M � > � N Lo o o N 1 C3 LL: m UFi -'J <O I i u»- ago O JJ1 2 0 �I o 11 �-1 +I o e P cn d r w ciL� L� u, ci+L Q 1 � d 4 res s x > 2 d rn o o Z rr o a w x 30' 30' v'� i N W= O O In m 0 0 O ClO ao N O O d F- I C� VI .� (p L z m 00 O� 00 co __ ZO' ZO' U NO �� �I -jJ 1 O p c0 9 I dd Z 04 O O J_1 ILaI N O C> En ULA a \S J O THORTON AVENUE o o m ± N N Z OXFORD HILLS + +UN L + + �' 1 SEE SHEET 7 o 0 0 NJ < f o: � O o DRIVE �"' w� _ �� c d a v o o SEE SHEET 2 v a a ++ Gd V))N vwi Oo Laa v~ic~n " M o+ m N to U ? dd a cntn � N SELMA STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 352 348 344 340 CURVE TABLE LEGEND: (ONT:� CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 500.00' 7.79' 3.89' 00'53'33" 3 500.00' 7.79' 3.89' 00'53'32" 4 500.00' 15.56 7.79' 01'47'05" 5 520.00' 16.20' 8.10' 01'47'05" 6 20.00' 32.04' 20.63' 91'47'05" 7 35.00' 27A S 14.29' 4424'55" 8 1 42.00' 98.53' 99.95' 134'24'55" 9 42.00 197.06' 42.87' 268'49'5Q" u n ►= U n E.C. THORTON AVENUE o ''�� o STA. 13+07.79 C.L., 20.00LT.= n o SEE SHEET 7 N N oM o UMT 5 o STA. 13+08.41 F.L o� Q I R JL\ N d2 9 N N p 2 8 30' I 3p I J J o _ M - I I U La. Z -� JW J J J t p N -j U W tJ I QOOOZ J J -� �J Ula. J IJ J JI U< ULL J I J J I -4 -j V 1 5' o o Q n w LL L` �` a o o cr 1040 L� , F Li, ' i L� L` , -' J I v �` C14Q, t6 CF;ao CO o �v 5' d d m J O O Fci �[i O O O d N m N N d� r'] ,1 LL L'- I ++ pp 7 ++ dd O O O Z 1 O O n 2 O 3- CV w cVc4 cn - 5 COQ 0 3 i � oo-�N`� a`flo o o ++ ¢ I� a rn a) 'ate, + a ++ a "' ILo > „j to 0 0l iocNow v �"s�Q `V Z i\ w aQa r-���W o+ + m + +w + + N w + + 3 + °° Q ui M vi 27 1 a d N 40 F -F -U ad o daC > ^ NI > N > rn Ir+� 3 + + do ¢ a v~ili Q .� Nc Lai tntn F-►-Ow+� �� Z F -t- Of it < dd r ui �, �.- O I o P co cncnzoo a ¢ o v)cn a¢ IQ o a ¢I v v �F o 1 I� c N ` m m cn cn cw .Q • N ZMDRAI - _ �' N - c� cn- I cn c� cn -cn� - c� cn c~i� c� c~i� I o am to cn cl F q INTERSECTION 1 jOSTA. 10+00.00 C.L., SELMA ST.= �p • �P F' STA. 12+25.55 C.L., THORTON AVE. I 634M6 7 o o _ S 6" SEWER S 1 2 3+5 4 6"WER �n 0 7 R - - - - --I-- - - - s ----?--+-- c� SSP' v Q ; N00'57'13"E 1 t +o , 0 12+00 292.21' NO2'44'18"E t 4+ p - - s _- �� P t 1 o N 1 2 1 2 3 1 2 N 207.52' 15+ao 9 I ST, GRgD f [� 26 3 -- -- -- -- I104. FAK 3 3 6 M 7 S q. SfBY ORC 5' 4S F ��' r� 0 1 _ h' o II -� II N J J 71 1^U �¢' 4S �' T 320' I 20 } C3 o o v l �`' a -j ,``� �LZ J 8 / STIN A - - - - o o 0 o �,.,� o a n _� 'ooi in $ Q �o oI Q 4 o N! n. `r�q'f'i C.l. i z t N O o N + cj N �F-x Z( a0 icq v.r, N w°+°0 3+ o Q n m 1 0 ! 3O 21 moi Imo ^ > M � > � N Lo o o N 1 C3 LL: m UFi -'J <O I i u»- ago O JJ1 2 0 �I o 11 �-1 +I o e P cn d r w ciL� L� u, ci+L Q 1 � d 4 res s x > 2 d rn o o Z rr o a w x 30' 30' v'� i N W= O O In m 0 0 O ClO ao N O O d F- I C� VI .� (p L z m 00 O� 00 co __ ZO' ZO' U NO �� �I -jJ 1 O p c0 9 I dd Z 04 O O J_1 ILaI N O C> En ULA a \S J O THORTON AVENUE o o m ± N N Z OXFORD HILLS + +UN L + + �' 1 SEE SHEET 7 o 0 0 NJ < f o: � O o DRIVE �"' w� _ �� c d a v o o SEE SHEET 2 v a a ++ Gd V))N vwi Oo Laa v~ic~n " M o+ m N to U ? dd a cntn � N SELMA STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 352 348 344 340 10+00 356 352 348 344 340 I ITVV 1 �tuu 13+00 14+00 15+00 356 352 348 344 340 16+00 Z 0 a LEGEND: LEGEND: (ONT:� LEGEND • CONT. .) ABBREVIATIONS C' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - CSU1;, CONSTRUCTION NOTES: NOTES: OD 111012 O CR -�- "R1-1" - STOP "WI - CURVE ARROW ---------------------- PROPOSED SAWCUT LIMIT UNE 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. d FOR SEWER AND STORM DRAIN, SEE SEWER AND C.L. ELEV CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" TS FURNISH & INSTAL. TRAFFIC SIGNAL CONDUIT 0 N STORM DRAIN PLANS FOR DETAILS. BCR BEGIN CURB RETURN - ONE WAY - SIGNAL AHEAD "R5-1" "WI ui O F(j d McKEE ROAD &MOUNTAIN RIDGE ROAD - GE ECR tOD d - DO NOT ENTER - STOP AHEAD :R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET d FURNISH & INSTALL IRRIGATION CONDUIT I� CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE A.C. OVER BC N rd M M UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED EC PIVC M M Tg3 s Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. > O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY M TP TOP OF PAVEMENT OF VERTICAL CURVE J d- TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE > F.O.C. M ° STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 0 W 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. w -- J J J TAPER NUMBER FOR TAPER DESCRIPTION > W III W OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED © FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® W W CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY NW STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PIANS ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. uj L11 d W LV d N d �> J GUTTER LIP TO A DEPTH OF 12". w Of a J J -REFER TO SEWER &STORM DRAIN PLANS. W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. ti li S SEWER -REFER TO SEWER &STORM DRAIN PLANS W J Li M A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S J J (! ADJACENT UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH Y -O- - W t -I CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. o > Li O O Z -j> ' _ J M 5. Li �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® Q' m N d Lt- ® La. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. N lJ� !q STOP W /� INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN LaJ r� J SECTION tErTER Z W -I IL AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS O 7, PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE w C-4 p 01 c6w O O 4 EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + O Go + ^ NOTE. Q+ co 1 d Q _^ mdW O O ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR" WATERBOURNE PAINT. ALL OTHER STRIPING AND O CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL D: N - tp W 11 W V d STANDARD SPECIFICATION 8010-21C-19 + O _ 10 +LJ Ln w \� O� + OTHERWISE INDICATED. Q UOJ F- N �� < `0 o mN 2in aN a: V) m ~ N v _J UF- GROUND ® CENTERLINE 40, .� Qw n. N -dr+ NPPROXIV - - - - U - -- Lc - -- vl- -- -- _- --- -- - - - - -- -- - -- -- -- - Q ROUND CENTER INE S=- S=0.29 - -- In ^� ---�'- -- ---- -- -- - - - - - - - PR(POSED ST - -- -- -- -� -- -- -- -- 6% S=0 FZ WUNE S=- .517. S=O 50% ,d - g=0 >>> v � ' PRPOSED E ST t Lu J J W J I FZ NE � FL NE W W W I')MF1 MMM » Lq W aaa J J J J J J W W W 4 4 Q d G ui d 4 M 4 d N �• d N d 10+00 356 352 348 344 340 I ITVV 1 �tuu 13+00 14+00 15+00 356 352 348 344 340 16+00 Z 0 a 10+00 1 LtVU 1'5+VU LEGEND: LEGEND: (ONT:� LEGEND • CONT. .) ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - CSU1;, CONSTRUCTION NOTES: NOTES: OD 111012 O FLOVh1JNE POVC POINT ON VERTICAL CURVE -�- "R1-1" - STOP "WI - CURVE ARROW ---------------------- 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 C.L. ELEV CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" TS FURNISH & INSTAL. TRAFFIC SIGNAL CONDUIT CONSTRUCT N STORM DRAIN PLANS FOR DETAILS. BCR BEGIN CURB RETURN - ONE WAY - SIGNAL AHEAD "R5-1" "WI ui 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. F(j d McKEE ROAD &MOUNTAIN RIDGE ROAD - GE ECR tOD - DO NOT ENTER - STOP AHEAD :R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET N Up FURNISH & INSTALL IRRIGATION CONDUIT 3 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE A.C. OVER BC N R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET Ic M UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED EC PIVC M M Tg3 s Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TP TOP OF PAVEMENT OF VERTICAL CURVE J d- TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PER C.O.B. STD. ST -9. F.O.C. M ° STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 0 W 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. w -- J �1 TAPER NUMBER FOR TAPER DESCRIPTION ' W 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 NW STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PIANS ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. J C� CATCH BASIN GUTTER LIP TO A DEPTH OF 12". w Of > Z -REFER TO SEWER &STORM DRAIN PLANS. W CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" W L J S SEWER -REFER TO SEWER &STORM DRAIN PLANS L6 /� MF J A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S J J (! ADJACENT UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH Y -O- - W t -I CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. w - _ -u' d' CAL -TRANS TYPE IV ARROW LEFT OR M 5. Li �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Lt- ® La. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SECTION DESIGNATION: lJ� !q STOP W /� INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 'W SECTION tErTER � i � � s �' � UNIT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS O 7, PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE J O 4 EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O ^ NOTE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED Im w 1.00 CONDITIONS BE CHANGED, A REVISED STRIPING PLAN - O ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR" WATERBOURNE PAINT. ALL OTHER STRIPING AND O CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 tp W 11 W d STANDARD SPECIFICATION 8010-21C-19 + d Ln w STANDARD SPECIFICATION 8010-21C-19, UNLESS + OTHERWISE INDICATED. F- N < `0 o 2in ~ _J UF- .� n. N -dr+ NPPROXIV U mN a: cn F;3 m /n Q ROUND CENTER INE - -- -- ---�'- -- ---- -- -- - - - - - - - - -- -- -- -� -- -- -- -- 6% S=0 25% S=- .517. S=O 50% - g=0 v � ' PRPOSED E ST t ui �� I FZ NE � FL NE I')MF1 MMM » Lq W J J J J J J W W W 4 4 Q d G ui d 4 4 4 d N �• d N d ' M 10+00 1 LtVU 1'5+VU 14+00 15+00 liN IT 3 6M1 -i 356 352 348 O M M Z) 0co U of 'It Z WO I Q J W U M W 00 Dn Li m 0 u -co O V) N IY W Y Q m LEGEND: LEGEND: (ONT:� LEGEND • CONT. .) ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - CSU1;, CONSTRUCTION NOTES: NOTES: F.L. FLOVh1JNE POVC POINT ON VERTICAL CURVE -�- "R1-1" - STOP "WI - CURVE ARROW ---------------------- 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 C.L. ELEV CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" TS FURNISH & INSTAL. TRAFFIC SIGNAL CONDUIT CONSTRUCT STORM DRAIN PLANS FOR DETAILS. BCR BEGIN CURB RETURN - ONE WAY - SIGNAL AHEAD "R5-1" "WI IR 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - GE ECR PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE - DO NOT ENTER - STOP AHEAD :R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET FURNISH & INSTALL IRRIGATION CONDUIT 3 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE A.C. OVER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R3 -5R - RIGHT TURN ONLY W14-2 - NO OUTLET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION "R81(CA)" - BIKE LANE "Wt -7" - DOUBLE ARROW "R7-9" - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW Tg3 s Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TP TOP OF PAVEMENT OF VERTICAL CURVE J TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PER C.O.B. STD. ST -9. F.O.C. FC FINISH CONCRETE FACE OF CURB R/W RIGHT-OF-WAY ° STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 0 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. w -- EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS �1 TAPER NUMBER FOR TAPER DESCRIPTION ' 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 NW STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PIANS ITEM OF WORK -SEE SCHEDULE © COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND PER C.O.B. STD. ST -9. EXISTING SURVEY MONUMENT C� CATCH BASIN GUTTER LIP TO A DEPTH OF 12". Z -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 S SEWER -REFER TO SEWER &STORM DRAIN PLANS C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) /� INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 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 (! ADJACENT UNIT IS NOT CONSTRUCTED AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH COMPACTED O.G. TO BE COMPACTED TO 95� RELATIVE -O- G SEWER CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. w MANHOLE -REFER SEWER do STORM DRAIN PLANS �n CAL -TRANS TYPE IV ARROW LEFT OR PAINT 12" LIMIT LINE USING THERMOPLASTIC 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. RIGHT AS APPLICABLE ® PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SECTION DESIGNATION: - - -� - - -� - - TRACT BOUNDARY STOP "STOP" MARKING PER CAL -TRANS STANDARDS /� INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION tErTER � i � � s �' � UNIT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS 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 2 4 EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD SHEET WHERE SEC110N IS SHOWN 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" WATERBOURNE PAINT. ALL OTHER STRIPING AND W CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 TO BE THERMOPLASTIC PAINT PER CALTRANS 11 DAYS PRIOR TO PAVING. STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS PER C.O.B. STD. ST -2 (REVISED 6-2-99). STANDARD SPECIFICATION 8010-21C-19, UNLESS o� OTHERWISE INDICATED. 14+00 15+00 liN IT 3 6M1 -i 356 352 348 O M M Z) 0co U of 'It Z WO I Q J W U M W 00 Dn Li m 0 u -co O V) N IY W Y Q m 34 Y� ` ! #; U v a 340 eL / O W uN rt-• � owl- w 16+00 7 z cf) F- :9 s- W V .x i O ¢ Jam.. _ 1-- W cl) � „^ 1 x ou t W z Lli OF C o � W _= Q I '3§ J !oZ -oi B - /✓' V VN+ IW. Z n ( � r E w CC LI Z mRl"" O'N RN� D Dn6rrc�o' o N F o I- U- i i a REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E.- 33322 EXP. 06/30/08 NN W LU REVISION APPROVED BY: - W MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 _ - 1 0) ` a mQ� CSU1;, 34 Y� ` ! #; U v a 340 eL / O W uN rt-• � owl- w 16+00 7 z cf) F- :9 s- W V .x i O ¢ Jam.. _ 1-- W cl) � „^ 1 x ou t W z Lli OF C o � W _= Q I '3§ J !oZ -oi B - /✓' V VN+ IW. Z n ( � r E w CC LI Z mRl"" O'N RN� D Dn6rrc�o' o N F o I- U- i i a REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E.- 33322 EXP. 06/30/08 NN W LU REVISION APPROVED BY: - W MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 _ - 1 0) ` a mQ� W 4 Z w O � J > w O NW C� Z w W J N � Ll Q � w d Z Of o� N� W W �Of o� Woo F- N `0 o _J 34 Y� ` ! #; U v a 340 eL / O W uN rt-• � owl- w 16+00 7 z cf) F- :9 s- W V .x i O ¢ Jam.. _ 1-- W cl) � „^ 1 x ou t W z Lli OF C o � W _= Q I '3§ J !oZ -oi B - /✓' V VN+ IW. Z n ( � r E w CC LI Z mRl"" O'N RN� D Dn6rrc�o' o N F o I- U- i i a REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E.- 33322 EXP. 06/30/08 NN W LU REVISION APPROVED BY: - W MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/08 _ - 1 0) ` a 360 356 352 348 344 QUEBEC AVENUE II _ SEE SHEET 6 BIDDEFORD STREET IJ SAMUELSON STREET - , 30' 5' M u B.C. - 3p' ' w II II SEE SHEET 8 ,I o II II o SEE SHEET 4 & 5 E.C. II II STA. 9+91.83 C.L., 111.54LT.= 20 20' J UNIT 1 UNIT 2 I I Y m ,"'n 30' 30' I STA. 16+86.27 C.L 100.40LT.= STA. 8+65.40 F.L. -? o 0 0 o - i 20' 20' STA. 17+90.97 F.L. QUEBEC AVENUE UNIT 1 UNIT BIDDEFORD STREET ' W N - - - - - ----�..f� �..�.� N I 5 N �f� f�..� �.�-�. - O �- N - - Uli I , N 2'" P.R.C. 1 3 o o~�-� o off' -- o -'-1 SEE SHEET 6 0 o SEE SHEET 8 STA. 9+87.12 C.L., 99.43LT.= x Co CDo - _ 5 I _ _ `� _ �,n 5 3 I 30' I 30' o _ - 1 30' 0' STA. 8+78.47 F.L. o N of J J _j J 30' 30' J -� � � cV N I 3 P.R.C. 2 3 N �S -� -I J J m b ri �, d t,_ d � ci c3 c3 Li co co 20' 20' _ I� c� � ti r� 20' I 31 ++ `` 20' 20' �� z "``r eco STA. 16+88.91 C.L., 87.05LT.= I I n o r� l o_ mo NNQ LO LO corn STA. 17177.27 F.L. LLL: DRIVEWAY 0 Z 01 00d NI NN NN 1 O ~ OO 45 r.- Of NN + i 5' I U O Q 00 00 I LO 0D "� co co I I co co N U of o o rr3 Ki 1 I , I of O 0 o p o 0 0 ta-1a ++ 2 5' 00 Q O u5 z �� corn I 1 STA. 9+06.38 F.L. col N N ++ w o 'T z 3 _ 1 + + 3 I ++ N ++ ++� ++ v da DRIVEWgYim m 34 V) V) p O -� M_ M d- + In O_ t0 tD O t0 CO F --F- ^ - _ _ _ O O 1 0 Z LO -1- p •� + 2 0 N N , ?i �n� m W NN c`\i 1 17+54. 3 z ++ o + m STA. 9+24.83 F- L. C3 �� �I dd 0" da Z as dd~ dQ vwi to STA. 21 F.L. �v,� oo °O d ~ ad cy dd c" t o W (n (n F¢- I m c i c% N 0) 0 \ W c~n N Fa c~n V) m N N 0 c~n N 00 I� _ 1 3 04 O r- I- Z H F- U) F- 1Z DRIVEWAY ,n N 00 " N z -- w o te a¢ Z cn o cn cn m cn N w 00 w STA. 9+43.28 F.L. II R/W 2 x m R/W 2 �' STA. 17+35.76 F.L. i ;' m o w NN R/W o 2 c z o- ! 4 634L 7 - - - - - - - - - - - - - - - - - � DRIVEWAY 2 4 I m 000r� - �- - - - - - - - _o- I M 3 3 11 STA. 17+ T3 3 q INTERSECTION 17.31 F I 32 ` 2 I o_ 5 I 5 _ o_ I R/W L o_ 1 5 STA. 13+00.00 C.L., MERCHANTS LN.= 0 ' oN 1 "' "' 18" DRAIN 1 "' 1 6" SEWER / I 8" SEWER 7 �' ' ' I STA. 12+10.00 C.L, BIDDEFORD ST. \" 11+00 12+00 13+00 14+00 D �# 6 I S S S I F N00'5713 E _ -_� _ _ _ _ _ 2 I 1400'5713 E- 3 3 k�o y� \ - s - - -}- - X66.27 s - }- - - - iJ00'5713 E - - -152.80' t + o N00'5T13"E 16+00 147.20' 2 - - - _ _ - _ - - p - " - D - +- - 3p0.00'- - 11+00 0 12+00 7 ' STTq �, CL INTERSECTION I'W, Q 1 M 5 z 9 SSEWER 6 SEWER ;�, o o S ti 30 DRAIN 1, o N 5 3 I 3 5 3 ST\ \ 9 �6,'PScc• STA. 10+00.00 C.L., MERCHANTS LN.= 3 0 a i - - - - - - - - - - - - - - - - S,Gti�>6`Sx s )Oti STA. 14+66.53 C.L., QUEBEC AVE. 3 o J -1 T J J J J - , \ �G �,•Qv Qh Li I l R/W 2 _ i cN 9 �O \ A,9 C' 2 5 2 R/W SSG 0 G �.• S� ^• tc 11 II o JI o JI Q N o JI o JI o 'I co II cn �6 Gti 9S ♦ C ! I3 N J n - i � L� L� U- 00 II N -a ! 0 0 0 0 0 0 13 II vI C x O c w s 11 II 11 W sr' 00 - -+ N 9 \ y r` 634E �r1 x0 y`L x W h o: Q u -i o I } r -i o I r Lri o f r i o I II r� co I > r i F v o ' -c -� Z v o 8 'P '! O ► ~ cn Co 1 10 kRj`L O� /^h' Q ti cn o o Q o Q rI o a o o N A rn o a, o z v y -) O> % S9 !y 1 N N o 00 0 o z o I gyp.,Lp x w+� w+ a +d + d oo �+� �+ o 0 0 oo < \l1O P o 9 0� 0 21 0 M O � M O W N r- W N d �' W M W O N Q O 6� (''� �, •� O �' \ GF�F I Lf') SSP. 33 /� ��X "_ N +� > 36 +� 37 � +I o 38 +l W� 1 40 N c) n N N + }+ ! CC, a Cl 5' 1 32 YO + p V G S O m N + N N I Q O d o a o N o o w CD o - m _➢ N N N Z c O'P` I z r + �� E- I I a �I a ( �ora �I �� 1 5' Iz 00 I °' cTP v it ` --- -- J J J �� I 5> 34 0� cid �� c co d1 d1 c v~i Q, c� v~i dI po c� cn ¢i c� cn v� , , v -i cj P �N 1 : r 30' 30' I c5►, a cis v� F r- r- = m i o 0 30' 30' \ . 20' 20'191 ~ } 30' 30-11 / Q d� 0000 (n (n N _ (/7 Cfl co NI) r r TO 00 Q 00 00 U~iI ++ _+_+ 351 I 1 �Z �� 39 ( �� 20' 20' �� �� 1 0 20' 20' 111 rnrn oo c3 Fn r -r` LO to of of , I oo , Z o0 00 Q Q UNIT Il U co o OYSTER EESHET 1326 ' ' 41 �J IJV U 2 SBE SHAVEN UE '* UNIT ll m ± ± U U �1 I lJ 2 � N �'ODBIDDSEE SHEET Sl8 EET -i .i U ��. W COI- C.) QQ QQ i0 QQ QQ QQ W rnV) N ++ �� add �� �� z ►-� F -F_ 4. U) U) +w K) ^- m V) U) 6 m (~ N d. N U) 'I1 La.l V) V) O NUI m N V) z E.C.R. c" c" STA. 15+59.06 C.L., 20.00RT.= HOLYOKE DRIVE STA. 15+59.06 F.L. 360 356 352 344 340 10+00 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 13+00 14+00 15+00 16+00 360 356 352 Kf,E! 340 LEGEND: CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 13.07' 6.61' 21'23'22" N 84.00' 211.64' 261.31' 144'21'34" 3 35.00' 13.70 6.94' 22'25'35" 4 00 59.31' 39.63' dam• 5 20.00' 31.42' 20.00' 90100'00" 6 84.00' 197.70' 202.06' 134'51'11" 7 35.00' 54.98' 35.00' 00 2. LO M 00 -1 ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION M M J ti M PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER M M ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE r7 'R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET U- FURNISH & INSTAL_ INTERCONNECT CONDUIT M UNITS STANDARD PLAN RSP A88A CASE A. 00 M r7 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE r- W TQ3 r 5 Tgs M 04 > j j s'X CIV1\- �a�@ gTFOFCAL�FGP EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT W O j QS ao O > W M U W - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 01 Z Ln 2 F.O.C. FACE OF CURB R/W RIGHT-OF-WAY j w + OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED ' w + EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS M TAPER NUMBER FOR TAPER DESCRIPTION j r Cod d• T o,�t LIF FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. '-APPROXIMATE STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® EXIS1 ED W 00 00 w dI '- 0� CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS cam; d 4. ROUND J NE = j W FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ro J N w W J m W N J W J W O M rn W r FURNISH &INSTAL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - --- --- - - s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS > Iw > AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. J w F.1` .Q: A• .- ', 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 J W O0 --oz M > J :. S= .51% 51% LEFT OR RIGHT AS APPLICABLE ® W J S=0.30% to J W E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. _ro SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "STOP' MARKING PER CAL -TRANS STANDARDS 6. W w 0-14 W r7 TRACT BOUNDARY M �'- r INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE PR POSED ST ro Lqo coo • �' N 0 n N co v PO MMM 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE ,__I SECTION LETTER d � UNIT BOUNDARY dq- �j J W IS TO GO FROM FLOWLINE TO FLOWLINE. W PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE r j j N EXISTING STRIPING AND MARKINGS, TYPICAL W W M M Oro 2 W c00 J W Li W jW CONDITIONS BE CHANGED, A REVISED STRIPING PLAN J M M ., Li l.- >_ N W W p Q co W W W w 0 J W to N TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND S Cd Vrt�TI , S"2- O►� 4 d d N d d d + I M I M OTHERWISE INDICATED. J W ^ O ^ m lA d N Ln M M c iQ m W W 0 Ln APPROXIMATE E (STING Of-' w O m ; = U)a w UI v GROUND0 CEN RUNE °D U) I w to m d O 1 3 LO r+A - -- -- -- -- -- ----------- 0 - - n ----- - - -< + + -- - -- - - w r+A F_ V S=0.51% °D c5 ao ci APPRO IMATE E ISTING =0.25% ' U) w m Q m Enm o V' v - S=0.51 I-. N S= 31527 GROUND0 CENTERLINE " cj W Ute) ' 000 Ooi T Obi N O to Co Cl - - - - - - - - - - - - - - - - - - - - - - nri 00 - - - - S=0.25% M M M M S=05 . % FLOWLINE % ro In S=0.26% w =0.26%co W w> W J C)M M cs PR POSED EAST w w w W w co 00 c6 ao FL INE d• N � �-PROPOSED EAST M M ro 11+00 12+00 13+00 14+00 15+00 16+00 360 356 352 Kf,E! 340 C. CD 0 360 LEGEND: CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 13.07' 6.61' 21'23'22" 2 84.00' 211.64' 261.31' 144'21'34" 3 35.00' 13.70 6.94' 22'25'35" 4 35.00' 59.31' 39.63' 97'05'59" 5 20.00' 31.42' 20.00' 90100'00" 6 84.00' 197.70' 202.06' 134'51'11" 7 35.00' 54.98' 35.00' 90'00'00" C. CD 0 360 10+00 11+00 12+00 13+00 14+00 15+00 f><•��Z�7 17+00 356 352 348 344 18+00 356 352 348 344 340 10+00 MERCHANTS LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: M LEGEND: (CONT.) CONSTRUCTION NOTES: M m M Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- W O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND j J U) F.L. rh 00 > J 'Rt -1" - STOP "WI -1" - CURVE ARROW d c6 Ln o6 W 00 STORM DRAIN PLANS FOR DETAILS. v W CENTERLINE BVC BEGIN VERTICAL CURVE O 0I Ts W CO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LO M No. -1 ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION M M J ti CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER LJi_ M ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE r7 'R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET U- FURNISH & INSTAL_ INTERCONNECT CONDUIT M UNITS STANDARD PLAN RSP A88A CASE A. 00 M r7 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE W TQ3 r 5 Tgs 04 > j j s'X CIV1\- �a�@ gTFOFCAL�FGP EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT QC5 m O TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION QS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY O > W U W - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 01 Z Ln 2 F.O.C. FACE OF CURB R/W RIGHT-OF-WAY + w + OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED + EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION + r Cod d• T o,�t LIF FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. '-APPROXIMATE STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® EXIS1 ED M d• M PER C.O.B. STD. ST -9. uN dI '- 0� CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS cam; d 4. ROUND CENTER NE = j W FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ro J N w W J m W N J W J W O M rn W r FURNISH &INSTAL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - --- --- - - s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS > Iw > AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. DENSITY PER C.O.B. STD. ST -9. F.1` .Q: A• .- ', 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 J W O0 --oz M > J :. S= .51% 51% LEFT OR RIGHT AS APPLICABLE ® J J S=0.30% j E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. _ro SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "STOP' MARKING PER CAL -TRANS STANDARDS 6. W w 0-14 -3 c0 to TRACT BOUNDARY i�z � r INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE PR POSED ST ro Lqo coo 0 0 n o- `o �r co v PO MMM 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE s Civl�- T SECTION LETTER d � UNIT BOUNDARY dq- �j J W IS TO GO FROM FLOWLINE TO FLOWLINE. W PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ,9T FOFCAO EXISTING STRIPING AND MARKINGS, TYPICAL W W M M M 2 W Ljw w J W 00 W jW CONDITIONS BE CHANGED, A REVISED STRIPING PLAN J M M ., Li l.- >_ l.� SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 4 < Q co W W W w w J W N TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND S N Vrt�TI , S"2- O►� 4 d d N d d d M M OTHERWISE INDICATED. J W ^ O ^ lA d N tT M W W 0 Ln O I w to d O 1 3 LO r+A m �FQ- 0 n + + w r+A F_ V Fa - °D c5 ao ci APPRO IMATE E ISTING ' U) w m Q m Enm o V' v I-. N GROUND0 CENTERLINE cj W Ute) - - - - - - - - - - - - - - - - - - - - - - - - - - - S=0.25% S=05 . % S=0.5 % S=0.26% =0.26%co C)M M cs PR POSED EAST co 00 c6 ao FL INE �-PROPOSED EAST M M M FLOWLINE j j j j J J J J 4 4 d 4 � N N 10+00 11+00 12+00 13+00 14+00 15+00 f><•��Z�7 17+00 356 352 348 344 18+00 356 352 348 344 340 10+00 MERCHANTS LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 352 348 344 11+00 1�2 12+00 IO d 356 348 344 340 13+00 LEGEND: M LEGEND: (CONT.) CONSTRUCTION NOTES: M m M Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- W O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND j J U) F.L. FLOWLINE POVC POINT ON VERTICAL CURVE > J 'Rt -1" - STOP "WI -1" - CURVE ARROW n CD W STORM DRAIN PLANS FOR DETAILS. v W CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END Ts W CO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LO M No. -1 ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION "R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD "R5-1 - DO NOT ENTER "W3-1" - STOP AHEAD J ti CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER LJi_ M ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE r7 'R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET U- FURNISH & INSTAL_ INTERCONNECT CONDUIT 3 O UNITS STANDARD PLAN RSP A88A CASE A. U. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE W TQ3 r 5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 04 > O Cl s'X CIV1\- �a�@ gTFOFCAL�FGP EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT QC5 m O TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION QS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY O > W U W - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 01 Z Ln 2 F.O.C. FACE OF CURB R/W RIGHT-OF-WAY + w + OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED + EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION + r O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T o,�t LIF FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. '-APPROXIMATE STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® EXIS1 ED COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND TO A PER C.O.B. STD. ST -9. uN dI '- 0� CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS cam; d 4. ROUND CENTER NE = N FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. Z m N w BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED m W N W-. s O U) W r FURNISH &INSTAL 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. F.1` .Q: A• .- ', 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 :. S= .51% 51% LEFT OR RIGHT AS APPLICABLE ® STANDARD SPECIFICATION 8010-21C-19.` S=0.30% r� No. 3` *';Y E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. _ro SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "STOP' MARKING PER CAL -TRANS STANDARDS 6. ADJUST EXISTING 'SEWER MANHOLES TO FINISHED GRADE. w 0-14 -3 c0 to TRACT BOUNDARY i�z � r INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE PR POSED ST ro Lqo coo m 0 n o- `o �r co v PO MMM 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE s Civl�- T SECTION LETTER d � UNIT BOUNDARY dq- �j IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ,9T FOFCAO EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS M M M 2 W Ljw w J W 00 W jW CONDITIONS BE CHANGED, A REVISED STRIPING PLAN J J j > > 4 4 SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 4 < Q co W W W w w J W N TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND S N Vrt�TI , S"2- O►� 4 d d N d d d M M OTHERWISE INDICATED. M d M 356 352 348 344 11+00 1�2 12+00 IO d 356 348 344 340 13+00 340-- 10+00 11+00 12+00 356 352 348 344 340 13+00 Oq/Z7[t,& ()N r>- -'S 0 %JL LEGEND: ro LEGEND: (CONT.) CONSTRUCTION NOTES: M m M Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- w O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND w U) F.L. FLOWLINE POVC POINT ON VERTICAL CURVE w 'Rt -1" - STOP "WI -1" - CURVE ARROW n CD W STORM DRAIN PLANS FOR DETAILS. v W CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA)" - END Ts W Lp CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. U3 No. J ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION "R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD "R5-1 - DO NOT ENTER "W3-1" - STOP AHEAD JJ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER • 6- - d rh ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE r7 'R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Li FURNISH & INSTAL_ INTERCONNECT CONDUIT 3 O UNITS STANDARD PLAN RSP A88A CASE A. U. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE W TQ3 r 5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 04 jO O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. s'X CIV1\- �a�@ gTFOFCAL�FGP EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT < O TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION QS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY O W U Wd - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 01 Z Ln 2 F.O.C. FACE OF CURB R/W RIGHT-OF-WAY O J W + OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED + EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION + r O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T o,�t LIF FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. '-APPROXIMATE STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® EXIS1 NG m COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND TO A PER C.O.B. STD. ST -9. uN '- 0� CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS C3 GUTTER LIP DEPTH OF 12". INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT 4. ROUND 0 CENTER INE z FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. Z c3 d 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE- W N W-. s O U) W r FURNISH &INSTAL 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. F.1` .Q: A• .- ', 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 :. S= 51% LEFT OR RIGHT AS APPLICABLE ® STANDARD SPECIFICATION 8010-21C-19.` S=0.30% r� No. 3` *';Y E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "STOP' MARKING PER CAL -TRANS STANDARDS 6. ADJUST EXISTING 'SEWER MANHOLES TO FINISHED GRADE. w 0-14 -3 SECTION DESIGNATION: TRACT BOUNDARY i�z � r INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE ;f, t PROPOSED E ST o- `o �r co v PO MMM 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE s Civl�- T SECTION LETTER '� � � � � � � � � � � UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ,9T FOFCAO EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD >' -= 2 W Ljw w J W 00 W jW CONDITIONS BE CHANGED, A REVISED STRIPING PLAN is X0--/3 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED 4 4 SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 4 < Q co ALL PERMANENT STRIPING &PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. N TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND S N Vrt�TI , S"2- O►� STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS M M OTHERWISE INDICATED. �,} D n. 0 jr)i C -..f A A I 11 340-- 10+00 11+00 12+00 356 352 348 344 340 13+00 Oq/Z7[t,& ()N r>- -'S 0 %JL LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: m ABBREVIATIONS Rl-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 U) F.L. FLOWLINE POVC POINT ON VERTICAL CURVE 'Rt -1" - STOP "WI -1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. v 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. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - No. ELEV BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION "R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD "R5-1 - DO NOT ENTER "W3-1" - STOP AHEAD FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER • 6- - IR ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTAL_ 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 'W14-2" - NO OUTLET :R81(CA)" - BIKE LANE *W1-7" - DOUBLE ARROW TQ3 r 5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 04 CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. s'X CIV1\- �a�@ gTFOFCAL�FGP EC PIVC END CURVE TC TOP OF CURB 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 CURVE NUMBER FOR CURVE DESCRIPTION QS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. U OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 01 ENGINEER/DESIGN ENGINEER. W 2 F.O.C. FACE OF CURB R/W RIGHT-OF-WAY OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED - - 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. r O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T o,�t LIF 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 TO A PER C.O.B. STD. ST -9. uN EXISTING SURVEY MONUMENT � CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS GUTTER LIP DEPTH OF 12". 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. Z PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE- I�OF E ` W-. s SEWER - REFER TO SEWER & STORM DRAIN PLANS r FURNISH &INSTAL 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. F.1` .Q: A• .- ', 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 :. LEFT OR RIGHT AS APPLICABLE ® STANDARD SPECIFICATION 8010-21C-19.` PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. r� No. 3` *';Y E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "STOP' MARKING PER CAL -TRANS STANDARDS 6. ADJUST EXISTING 'SEWER MANHOLES TO FINISHED GRADE. w 0-14 SECTION DESIGNATION: TRACT BOUNDARY 9 O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE ;f, t MEAD fifl�/'i® 'AHEAD" MARKING PER CAL -TRANS STANDARDS 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE s Civl�- T SECTION LETTER '� � � � � � � � � � � UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ,9T FOFCAO EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD >' -= 2 00 PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN is X0--/3 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN a 0 co 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 Vrt�TI , S"2- O►� STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. �,} D n. 0 jr)i C -..f A A I 11 m U) z c w z 0 0 co Y -> U W 2 N r -�2 C7 Z W-. m r O U > � w � rZ 0 o w w w 00 F 0 N Co a 0 co 0 M O CURVE TABLE II C> CURVE RADIUS LENGTH TANGENT DELTA 1 J t r " 356 k1 M 3, 3, 3. �l 3, 3, 3, 3 CABOT WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 II C> d UNT4 12+00 II NTHORTON AVENUE co J ►= W oM dam' ooJ N �� m o SEE SHEET 7 Lo Lo++ I `, T 11 Lo Ol i 30' I 30' i 3 0 > -' -� + +`` o ULo U efl M 20' 20' J ujJ Q 9;� j� TRACT ci J w J o 0 I 5 IJ I W ¢ 0 0 0 25 1 0 o + 5'--- J 1 52 o' 0758 ��� O O 1 13 � BC � ,i �� 1 m m O aocn-- m ++ + O Z NN Z - Z O J ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. o WW O m w (3ad m + + o: o 22 O to w W =-0.51 v H NN APPROXIMATE o� m NN I O rn J ® W UKVUNLJ %P L;tIWU.I<LlNt m R/W 2 J w =-0.51 '- co Z i m m _ th 1 Q I 31 FL I v, �, ES �o > A.C. OVER 0.40' AGGREGATE BASE OVER 0.50'. 9 U 7 1_ 24" DRAIN a+ "' 0 3 o I t� N 2 STREET IMPROVEMENTS _i m f- V) der 1 I PR,POSED PER TRACT 6758 - - TRACTBOUNDARY S=-0. N00'57'13"E 12+ 0 } 150.00' S=-0.51 ° 14 , _...----- STA. 11+40.00 C.L. 1 `' 3 " 0CTION 'ZQ 1h ( 00 4 tINTERSE M M Ih STFL li o 7 1 30" DRAIN -U-) M uW -�- AUNE ® L: PER TRACT 6758 Imo: Ii 6. LU JJW 1 I I STA. 12+90.00 C.L, CABOT WY.= - - - - J 2 �- Q N R W / d -I - o0 I STA. 13+95.37 C.L., THORTON AVE. 1 II C 3 0� -'JW 634M� 1.0 rn Ow ti 3 2 + 00 00 w STA. 12+95.48 C.L., QUEBEC AVE. 11 - Z t m t, N + 0 o m I I I u' R/W m - v U a 2 4 2 o N I I 5' 30' 30' ,j -- --- 0 0 0 0-05 SHEET WHERE SECTION IS SHOWN Ii J J 0� to 20 20' 1 33 m o ± ± �� UNT W _ w C3 aI 'MORTON AVENUE o coo CD M + m + + -I.!' 00 SEE SHEET 7 a ad NN -- I (n ++ 04 04 N + � N w . 5'__- N D' CU H� F_ 356 k1 M 3, 3, 3. �l 3, 3, 3, 3 CABOT WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 12+00 352 348 344 340 336 13+00 31.42 d 90'00 00 12+00 NN QUEBEC It co ±± ►= W oM dam' ooJ N �� a m dam - J Lo Lo++ OXFORD HILLS M T 11 Lo Ol r7 00 '"" � > = + +`` o ULo > efl M 0 �jNQUEBEC J ujJ Q 9;� AVENUE ci J w J o 0 W .- N w IJ M W FURNISH &INSTALL IRRIGATION CONDUIT >2 r SEE SHEET 2 1 �' -� + m J 1 52 o' v: 1 13 //� �( TRG=�1� BC � ,i J N to m m O aocn-- 20' I 20' 5--- N EC PIVC O Z o0 Z - Z O J ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. o WW O m + m + + � � 22 O to w W =-0.51 v li - APPROXIMATE o� TING18 + �- I 11 J ® W UKVUNLJ %P L;tIWU.I<LlNt m + J w =-0.51 a ° +04 m m M th 00 APPROX MATE EX TING FL I v, �, ES II > A.C. OVER 0.40' AGGREGATE BASE OVER 0.50'. �o U FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. S=-0.51 ° E4 t� N 2 J _i m f- V) Li 1 d PR,POSED E S=-0. 5% Z S=-0.51 ° 14 , _...----- O J CONSTRUCTION OF ADJACENT UNIT. a 'ZQ 1h ( 00 4 PRQPOSED M M Ih STFL li o 7 1 30" DRAIN -U-) M 3 -�- AUNE ® L: PER TRACT 6758 Imo: Ii 6. LU JJW M M M U- - TRACT BOUNDARY MARKING PER CAL -TRANS STANDARDS W06;57'1 3"E t2+ o } 150.00' W I INTERSECTION STA. 11+40.00CIL U 1 "AHEAD" MARKING PER CAL -TRANS STANDARDS 3 0� -'JW 4 1.0 M Ow ti A + o m+ IS TO GO FROM FLOWLINE TO FLOWLINE. w STA. 12+95.48 C.L., QUEBEC AVE. Y - 36 - - m a a d 0 o I I 2 R/W m o� o �a 2 11 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED ,j II � 12+00 352 348 344 340 336 13+00 356 352 348 344 340 ? 2L� 20.00 31.42 d 90'00 00 12+00 NN QUEBEC It co ±± ►= W oM r7 ooJ N �� a m ++ J Lo Lo++ OXFORD HILLS W T 11 Lo Ol M 00 '"" � > J = + +`` o ULo > w efl M 0 �jNQUEBEC W Q 9;� AVENUE ci J w J o 0 UNT .- N w IJ M + FURNISH &INSTALL IRRIGATION CONDUIT >2 r SEE SHEET 2 1 �' -� + m J 1 to NZ o' v: 1 13 //� �( TRG=�1� BC � ,i J N to m m O aocn-- 20' I 20' 5--- N EC PIVC O Z o0 Z - 5 O ++ J ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. o WW -- o m + m + + � � 22 O to w W =-0.51 v � - APPROXIMATE EX TING18 + �- I 11 J ® W UKVUNLJ %P L;tIWU.I<LlNt -- COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". J w =-0.51 a ° m m M th 00 LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE FL NE v, �, a II > A.C. OVER 0.40' AGGREGATE BASE OVER 0.50'. �o Z FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. S=-0.51 ° E4 t� J 2 J _i Z m I o c WWW 1 d PR,POSED E ST v o Z 10 Zo 0 , _...----- O J CONSTRUCTION OF ADJACENT UNIT. a 'ZQ 1h ( 00 4 ® M M Ih - g- 00 7 1 30" DRAIN -U-) M 3 -�- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® L: PER TRACT 6758 Imo: Ii 6. LU JJW I0 U- - TRACT BOUNDARY MARKING PER CAL -TRANS STANDARDS W06;57'1 3"E t2+ o } 150.00' W I INTERSECTION STA. 11+40.00CIL U 1 "AHEAD" MARKING PER CAL -TRANS STANDARDS 3 0� 4 4 d M Ow ti A + o m+ IS TO GO FROM FLOWLINE TO FLOWLINE. + STA. 12+95.48 C.L., QUEBEC AVE. Y - 36 - - m 1 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 0 356 352 348 344 340 ? 2L� 20.00 31.42 20.00 90'00 00 12+00 NN QUEBEC It m ±± ►= W oM m ooJ N �� a m ++ J Lo Lo++ OXFORD HILLS W T 11 Lo Ol SEE SHEET 6 00 '"" � FLOWUNE POVC POINT ON VERTICAL CURVE = + +`` o ULo o efl M 0 �jNQUEBEC DRIVE Q 9;� AVENUE ci �� J o 0 UNT .- N w IJ M + FURNISH &INSTALL IRRIGATION CONDUIT SEE SHEET 6 'Lo SEE SHEET 2 1 �' -� + m vu_ 1 to NZ 30' 1 30' GROUNI 1 13 //� �( TRG=�1� BC � ,i J N to m o 0 ® aocn-- 20' I 20' 5--- N EC PIVC Il Z o0 00 - 5 O ++ J ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. WW -- o --- 6750 m + + � � 22 ° w W =-0.51 1 � - W I CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. cL.1= 11 J ® W FLO POSED -C, NUNELoLo -- COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". J w =-0.51 a ° m NN634M1� M th 00 LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE FL NE v, �, a II > A.C. OVER 0.40' AGGREGATE BASE OVER 0.50'. �o Z FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. 12 M M t� J 2 J _i Z m I o c WWW 1 d - 0 - J Z 10 Zo 0 , _...----- O J CONSTRUCTION OF ADJACENT UNIT. a 'ZQ 1h ( 00 4 ® STREET IMPROVEMENTS - - g- 00 7 1 30" DRAIN -U-) M 3 -�- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® L: PER TRACT 6758 Imo: Ii 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. � U- - TRACT BOUNDARY MARKING PER CAL -TRANS STANDARDS W06;57'1 3"E t2+ o } 150.00' O I INTERSECTION STA. 11+40.00CIL U 1 "AHEAD" MARKING PER CAL -TRANS STANDARDS 3 0� + STA. 12+90.00 C.L, CALYPSO WY.= O M Ow ti A + o m+ IS TO GO FROM FLOWLINE TO FLOWLINE. + STA. 12+95.48 C.L., QUEBEC AVE. Y - to - - m 1 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 0 o I I 2 R/W m o� o �_04 2 11 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED ,j II � Ln co SHEET WHERE SECTION IS SHOWN Ii TE EXIS to o + DAYS PRIOR TO PAVING. a O W _ w twn tb o coo CD M + m + + 23Co f- -- I (n Li N + N w . 5'__- N - _1 F_ CD 0 w H } J -t C.> ti > H U J J CU ti ' 30' 30' 6% - -- p. 0 Cl 0 < S=O. 0% o 0 m 20' 2o' I 10 - = 00 - - m 00 ST Lo III , II O u II o u u 1- N OXFORD HILLS C> N THORTON AVENUE J J () {) (� (� �� N N DRIVE -t o o SEE SHEET 7 cites `J 11 �J lJ o o SEE SHEET 2 1 04- 1 30' 30' o0 0o I - - 30' 30' 1 U � lr0 II cJi C>i 20' 25 roi + I C)i C) v � 20 20' a C> C> I 5' , r+iI i O �c o0 00 i I 5 z QoCDC) 0 0o I 1 ��Lo to 40 �� W 00 41 00 I 5' 46 \J�`/ m ++ _+ 16 NN 1 3 V= w c~iiN +1 O0 a Lo Z 3 W 1 Q U I w 634M3 a Q Q d •i o -`t" Q Q Q Q U• 1Q-- FQ- J a W C.0 (� Go 00 Go cl - _ - - - 3 I 3 - 3 47 STREET IMPROVEMENTS 9 - 1 M o 8" SEWER o cv 1 8" SEWER PER TRACT 6758 _00'57'13"E _ _ 150.00' _ I N00'57'13"E s _ _ s_ _ +_ _ 300.00 _ t TRACT BOUNDARY _ 24" DRAIN t2+0o 0 13+�0 t4+oo o _ 24" DRAIN 15+00 I INTERSECTION STA. 1+40.00 C. o N 1 18 DRAIN o "' "' 1 3 Q?I STA. 15+90.00 C.L. COASTAL LN.= _ _ - - STA. 18+69.76 C.L, OXFORD HILLS DR. ----- �`--R J J 2 d J ��-R/WW - _ 2- N J ' ` J O II > p o o U- II II C>04 to ~ 0 0 0 o Z Q o ri o 0 0 01 rp rn 48 O }' I O �- J I O I) J- I O 7- O Cl _+ 15 >� '�_>+ 14 F< _� �+ �+ 12 �) � 11 o I ZIP I lL O w± '� W F- F- + O OMO j + j M + N N N - QO N O tnM `� �t _ O= N N d D f Q 1 JJ JJ >- J a r¢ d o r¢- d Q 1 du: v� 30' 30' x U �'- I- c� to I- c� to - - I- O - +� c� to I- c� to Q O Cl(n I (n -1 -J 1 to Z _J .J > W 1 N (n O CoO O ZO' O' 0 0o I cici I z vWJJ1 3 I l w Ooo 0000 1 I --- Z d0 p c) r- oowL d v Lo L0 m �± UNT a 12+00 NN QUEBEC AVENUE m ±± ►= W oM m ooJ N �� a m ++ J Lo Lo++ OXFORD HILLS W T 11 Lo Ol SEE SHEET 6 F- '"" � FLOWUNE POVC POINT ON VERTICAL CURVE = + +`` ULo o efl M 0 to M DRIVE Q 9;� o ci �� � F 0 N N a .- N w M M + FURNISH &INSTALL IRRIGATION CONDUIT ci 'Lo SEE SHEET 2 IY to to + m to to t- to NZ + GROUNI U Q Q d BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE C9 N to m to N ® K1~Y� 352 348 344 340 356 344 340 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL po M 13+60- a 12+00 M M > W I-H wwmn 'o > W N W NN O J CALYPSO o W WAY COASTAL Lo Ol CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. LANE- FOR SEWER AND STORM DRAIN, SEE SEWER AND � SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL po 12+00 1 M d- 356 352 348 344 340 13+00 r M M 13+60- 12+00 M M > W W m 'o > W N W W O J o W FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: J Lo Ol CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. C6(3 FOR SEWER AND STORM DRAIN, SEE SEWER AND J FLOWUNE POVC POINT ON VERTICAL CURVE Qo 00 .fid- M ULo efl M 0 to M co CENTERLINE BVC BEGIN VERTICAL CURVE z o M to to d M 0 McKEE ROAD & MOUNTAIN RIDGE ROAD - M o M M + FURNISH &INSTALL IRRIGATION CONDUIT 'Lo APPROXIMATE m + M "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic a + GROUNI 1 0 CEN__RUNE d BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -APPROXIMATE E IS11NG o FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® aocn-- W N EC PIVC GROUN CEN RLINE m N - 5 O -- J ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. WW -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Y W W ENGINEER/DESIGN ENGINEER. - ° w W =-0.51 - - ° - W W CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. cL.1= 11 J ® W FLO POSED -C, NUNELoLo -- COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". J w =-0.51 W ° C.) M th M LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE FL NE ��� II > A.C. OVER 0.40' AGGREGATE BASE OVER 0.50'. J FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s M M t� J BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED J _i WWW 4 d PISA > 0 J Z _1 w M 0 S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O J CONSTRUCTION OF ADJACENT UNIT. a 4 Q 4 ® W Jn 00 8 O U M � 12+00 1 M d- 356 352 348 344 340 13+00 r M 12+00 13+60- 12+00 M > W pp m 'o > W N LEGEND: (CONT.) W O NOTES: o W FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- Lo Ol CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. C6(3 FOR SEWER AND STORM DRAIN, SEE SEWER AND J FLOWUNE POVC POINT ON VERTICAL CURVE Qo 00 .fid- M ULo efl M 0 to M co CENTERLINE BVC BEGIN VERTICAL CURVE � M to to d M O McKEE ROAD & MOUNTAIN RIDGE ROAD - M ELEVATION EVC END VERTICAL CURVE M M + FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL APPROXIMATE E ISTING M "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic a O GROUNI 1 0 CEN__RUNE d BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE < "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW w FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® aocn-- W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT - - - - 5 O -- J ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. WW -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Y W W ENGINEER/DESIGN ENGINEER. -- ° w W =-0.51 - - fl ° U W W CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. cL.1= 11 J ® W FLO POSED -C, NUNELoLo kST COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". J w Lo W J w C.) M th M LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. tj II > A.C. OVER 0.40' AGGREGATE BASE OVER 0.50'. J FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s WSW PER C.D.B. STD. ST -4. (UNLESS OTHERWISE NOTED) J BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED J _i 4 4 d PISA > 0 J Z _1 w M 0 356 352 348 344 340 356 352 348 344 356 352 348 344 340 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00 FT. I VERT. CURVE I r � 12+00 13+00 50.00 FT. VERT. CURVE 14+00 50.00 FT. i� VERT. CURVE I 15+00 In 356 348 344 340 16+00 12+00 13+60- 12+00 13+00 00 pp m 'o LEGEND: (CONT.) N LEGEND: (CONT.) O NOTES: o Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- Lo Ol CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. C6(3 FOR SEWER AND STORM DRAIN, SEE SEWER AND to FLOWUNE POVC POINT ON VERTICAL CURVE a .fid- M ULo efl M 't to M co CENTERLINE BVC BEGIN VERTICAL CURVE � M to to d M 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - M ELEVATION EVC END VERTICAL CURVE M M IR FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE M "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. > BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE z "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW w FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® J W W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT o_ W W TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION 5 O In J ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. WW -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Y W W ENGINEER/DESIGN ENGINEER. w w W FACE OF CURB . R/W RIGHT-OF-WAY - - fl W U W W CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. w W J ® W ® OF WORK -SEE SCHEDULE O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". J w PER C.O.B. STD. ST -9. "B" W J w C.) 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS II > A.C. OVER 0.40' AGGREGATE BASE OVER 0.50'. J FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s ci PER C.D.B. STD. ST -4. (UNLESS OTHERWISE NOTED) J BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED J _i J PISA > 0 J Z _1 w J w 0 S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O J CONSTRUCTION OF ADJACENT UNIT. a Y Op FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® W Jn 00 8 O U 5. � -�- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® L: Imo: Ii 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. � U- o.: - MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN O O U O "AHEAD" MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE + PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE O M Ow ti A + o m+ IS TO GO FROM FLOWLINE TO FLOWLINE. + O Y p to I m ± CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 0 o I I m o� o �_ 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED ,j W Ln co SHEET WHERE SECTION IS SHOWN PPROXIM TE EXIS NG m + DAYS PRIOR TO PAVING. W _ '- twn + '2 of + m + + f- -- O] (n C7 N Lal to � w . O N - _1 F_ CD 0 w H > H U Fa- Ocl� CL> I"- S=-0. 6% - -- Ia- - H > S=O. 0% m S=-% _ (n - - - m to ST Lo DW �\-PROPOSED c --- - - -m POSED ST -U o -- - --- FLOWLINE - - S= 0.26% uj M>; L E '�'�� M _ M M M M M M »> '» PROPO ED EAST »> toui w w w __j w SIEto M ui w w w 4 d 4 4 4 M 4 4 4 .- t7 W � M •- th 12+00 13+00 50.00 FT. VERT. CURVE 14+00 50.00 FT. i� VERT. CURVE I 15+00 In 356 348 344 340 16+00 356 352 348 344 V N rT 44' w -AL OG Un1lT bNt'iS-Z- o► 12+00 13+60- 12+00 13+00 00 o oq m 'o LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: o Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- Lo Ol CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. C6(3 FOR SEWER AND STORM DRAIN, SEE SEWER AND F.L. FLOWUNE POVC POINT ON VERTICAL CURVE a "R1-1" - STOP "WI -1" - CURVE ARROW ULo c0 't STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE � Ts to to 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - M ELEVATION EVC END VERTICAL CURVE M IR FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION 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. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE z "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW �3 Tis Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT o_ "R7-9" - NO PARKING/BIKE LANE "W1-6" -SINGLE ARROW Jw TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION 5 O In 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OF VERTICAL CURVE FC FINISH CONCRETE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Y W W ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED w W FACE OF CURB . R/W RIGHT-OF-WAY - - fl J W O TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. w lw J ® W ® OF WORK -SEE SCHEDULE O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". J w PER C.O.B. STD. ST -9. "B" W J w C.) 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS II > A.C. OVER 0.40' AGGREGATE BASE OVER 0.50'. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s ci PER C.D.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED _i J PISA > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS J Z _1 w J w J S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS J CONSTRUCTION OF ADJACENT UNIT. J J -<Z)- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® W Jn CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 8 O U 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. -�- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® L: Imo: Ii 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. � U- o.: 'i MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN O SEC11ON DESIGNATION: U O "AHEAD" MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE O N Ow ti A IS TO GO FROM FLOWLINE TO FLOWLINE. O Y p 0 0 EXISTING STRIPING AND MARKINGS, TYPICAL O CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 0 o c� m o� o �_ 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED Lo W Ln co SHEET WHERE SECTION IS SHOWN } '� 37 I m + DAYS PRIOR TO PAVING. + _ +W Q twn + '2 + m + + f- -- O PPROXIM TE EXIS NG � w . O CD 0 w H > H U Fa- Ocl� CL> I"- > Ia- H > F m N H (n - - - m to V) I-- DW N --- - - -m N -U N -- -- -- --- f - - S= 0.26% S=0.26 S=:-0-387. _ PROPO ED EAST toui FLOWU SIEto M ui M W W w 4 Q Q eF N M 356 352 348 344 V N rT 44' w -AL OG Un1lT bNt'iS-Z- o► 12+00 13+60- 12+00 13+00 12+00 13+00 14+00 15+00 m LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS Rt -1 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. FLOWUNE POVC POINT ON VERTICAL CURVE a "R1-1" - STOP "WI -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. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD " " " R5-1 - DO NOT ENTER W3-1 - 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 BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION 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. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE z "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW �3 Tis Tgs 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 PER C.O.B. STD. ST -9. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT o_ "R7-9" - NO PARKING/BIKE LANE "W1-6" -SINGLE ARROW 1 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION 5 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. OF VERTICAL CURVE FC FINISH CONCRETE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Y ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED F.O.C. FACE OF CURB . R/W RIGHT-OF-WAY - - fl 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.ITEM ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® OF WORK -SEE SCHEDULE O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". PER C.O.B. STD. ST -9. "B" EXISTING SURVEY MONUMENT C.) 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50'. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C.D.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 O PISA > BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. -<Z)- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Jn 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 PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. -�- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "STOP" STANDARD SPECIFICATION 8010-21C-19. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. � o 00 MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN SEC11ON DESIGNATION: " " " TRACT BOUNDARY AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION LETTER �' UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE 0 0 EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD c� PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 SHEET WHERE SECTION IS SHOWN w rr 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 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS D QO OTHERWISE INDICATED. O 356 352 348 344 V N rT 44' w -AL OG Un1lT bNt'iS-Z- o► m < V) Z w z M o_ o In Y 5 W Lu=- C.) � N O WU) J m Q O � o >of Lu cr_� 0 0 c� w rr w [r o� 00 f N D QO O O CD 0 OXFORD HILLS DRIVE 1 O SEE SHEET 2 SAMUELSON STREET 300130,110Co (� (� N I jT %� N SEE SHEET 4 - U N IT 5 - - - - - - v u C - I 30' 30' L6J4L2 JS i cJi LJ. 20' 20' 40 o 0 00� 50o01g ONNI I � Q �NNN H m NNN°°00 N3- - �-R/W - - - - - - °° \ Z N m 1 0 0 ' I q INTERSECTION N00'57'13"E 11+00 12+00 N 300.00' STA. 13+00.00 C.L., FARMINGTON WY.= - - - - i- - - - - STA. 15+06.49 C.L., SAMUELSON ST. s SEWER s C::. 0 8 � ' r O 3 I r � 2 J U- R/W s 1 o o II Endo o o I ¢ o l o¢ o o ifl aoo M 1 o NI I� + o z �; + > + >uj N 1 cSL: Q a a -�J 30' 30' CD01�I c� cn uu_iv' o0 20' I 20' 00 3 CD C) I oo I I +� UNIT � to co NN SAMUELSON STREET W N N F SEE SHEETS 4& 5 m cn cn FARMINGTON WAY 356 348 344 340 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LO 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' 66'24'14" M I� 480.00' 197.68' 100.26' 23'35'46" 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 30.00' 90'00'00" I � Q �NNN H m NNN°°00 N3- - �-R/W - - - - - - °° \ Z N m 1 0 0 ' I q INTERSECTION N00'57'13"E 11+00 12+00 N 300.00' STA. 13+00.00 C.L., FARMINGTON WY.= - - - - i- - - - - STA. 15+06.49 C.L., SAMUELSON ST. s SEWER s C::. 0 8 � ' r O 3 I r � 2 J U- R/W s 1 o o II Endo o o I ¢ o l o¢ o o ifl aoo M 1 o NI I� + o z �; + > + >uj N 1 cSL: Q a a -�J 30' 30' CD01�I c� cn uu_iv' o0 20' I 20' 00 3 CD C) I oo I I +� UNIT � to co NN SAMUELSON STREET W N N F SEE SHEETS 4& 5 m cn cn FARMINGTON WAY 356 348 344 340 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 356 348 344 340 11+00 11+00 12+00 I" 0 352 348 344 340 13+00 LO LEGEND: (C0� LEGEND: (CONT.) CONSTRUCTION NOTES: cq LO r- ¢ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: � d- PROPOSED SAWCUT LIMIT UNE M CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 1. M M11111 M M i "R1-1" -STOP "W1-1' -CURVE ARROW M j STORM DRAIN PLANS FOR DETAILS. �� C•Y � 2 Go ^O coo 7 "R4-7' - KEEP RIGHT "W31(CA)" - END J W M I� CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. M W W O ELEV _ W "R6-1" - ONE WAY �W3-3" - SIGNAL AHEAD " f "R5-1 - DO NOT ENTER W3-1 -STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL NONE - FI) - !� W J BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE d0• "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTAL. INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O 0.40 AGGREGATE BASE OVER 0.80 COMPACTED W xP. O O "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET :R81(CA)" -BIKE LANE 'WI -7" -DOUBLE ARROW T63 Tis Tgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT O4 100 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Cl J END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT A O EXISTI TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 5 O N 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. j J OF VERTICAL CURVE FC FINISH CONCRETE W ® ENTERLIt + '- m AFPROXIMAIE 04- d r- /.' EXISTINGN bi - - EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Oj TAPER NUMBER FOR TAPER DESCRIPTION CJ C) v LTi O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ui(n GROUND -/ ENTERLI E - - - - - - - uj -- PER C.O.B. STD. ST -9. EXISTING SURVEY MONUMENT 7r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS Cj H CJ j. J W cs S 0.25% s J W Lri J I* PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W W COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE W �- O BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH S= POSED E ST r - M S 0.25% } O FLONLINE .51% J w- J j W M J - J ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. �1 CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 8 O W La. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. i +� W ujW FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. PR POSED ST "STOP' MARKING PER CAL -TRANS STANDARDS W M M r..: v No. 3' �- FLO INE W Li d 4 `�' M _ u. i4 SECTION DESIGNATION: TRACT BOUNDARY AHEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE w W L0 SECTION LETTER •• - - - UNIT BOUNDARY M WWW aaa •- w w EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PLAN C� CD^ -PER 2 STRIPING AND MARKING DESIGNATED C.O.B. STD. ST -4. 04 Ion -13 O o M SEE CALTRANS TRAFFIC MANUAL FOR DETAILS 356 348 344 340 11+00 11+00 12+00 I" 0 352 348 344 340 13+00 12+00 352 348 344 13+000 u �Q 5 1.1 a o McKEE ROADo SEE SHEET UNIT N L N o v�� 3 Z tPJ'� i N Y JJ I JJ I 1 _j rn� o - Q Uw IJ c�U I IJ c u: I pZ`n�y� t1���?� y9 C� -ice 40 LZ w W r�e7 w J O o0 �` -i �o� v m mm rn ', ao rn ` `` 1 0o I � o Z 1M 3 U mo �� 2IL_ ^�c^ n > o v 0 x 32 31 >_ M� f 4 w Woo ��� I oQ I JL�xJ, o� Z� 0117 v %�,\ ��' �coO �°cv°¢++ �Qc6 V)++ Qo6 coQco ++ co Q� �o \ y n, s. ,, wN�NNIN�+ �r7o1 �+ IMS+ dd �= I O<a,�OZ cP•�s_� -' �O> >2 =++ >� 1�wN ��1� w,� I�w� N �,�n cn r" = dd > z as > > ¢a 3 0� wm I G s y 0 q N k- n F tai N N �- D et N N F- O Q p Q m V3 N m V F- c^• a\� �< � o + w c Z tQ-� c�cn �c-4c~i> iR/W 2 c�W �c�v~i = z f`G� a0 ago p Qo� P1 V) (n __ -`-- -- - - - �� I s a �\ __ 3 s�o \ `�� r 9 N I CL INTERSECTION 330. �\ r �� 8" SEWER 1 "' 8" SEWER `'' STA. 15+11.59 C.L , FREEPORT WY.= s s STA. 18+13.07 C.L, McKEE RD. - NU13-E- -IJ - -- - i INSTALL W1-7 . ` STq 9x9F q y 2 �' 5 $^ StrWE 2 _ • T 1 18" DRAT 0066.87' 873"Eo N 14+00 202.19 8 5+ j I WITH OM1 -3 MARKER GJi i 12+00 13+000 � I I 7 EXIST. R/W STq 9/�FtLg88'`�� RP\N 1$ 0 2 ¢ cel 10 'r' 2 a � tl II <r it 34 S84 11 4 1a ���' II 3� oI N rn 0 \� x torn cN x I I 3FC ORP R/WI 3 O uj �' o dN N N Z aD N 50 O Z I 'ooI 1 (L INTERSECTION/B.C. N63'09'44"E RAD. n o+ _ _ I 5' I _ N v I Z I STA. 10+00.00 C.L. FREEPORT WY.= I 6 q.5 Cl N ± 5 z^ cJi LJ� v I 30' I 30' I v ti I 48' I } STA. 10+00.00 C.L., SAMUELSON ST. 634K3 u 00 C3 u w N to LO20' 20' 45' I / w t0 ?• M R/W I Z 11 11 n p - cli c -i of of of of 1` Q m „� = cflr .tom co co �� I N p � �� z �to NN NN MM ++ McKEE ROAD _ _ _ o o -' o + _ UNIT 3 MAINE AVENUESTA. 9+12.35 F.L_ ot °O �' o L6 M m o ± ± � � SEE SHEETS 3 & 5 � � SEE SHEETS 15 & 16 P.R.C. o �O I M N O JJMJ Z m QQ W �� m �� 41 V) V) m NN STA. 9+43.70 C.L., 45.46RT.= z v w W o N M N N STA. 8+96.55 F.L. 3 5 35' S I - N - N M O W J pry c N r Ln Q Q d• to li B.C. 3 3 ' ^N h n� mwPO �7J En FREEPORT WAY STA. 9+37.67 C.L , 57.95RT.= 01 20' 20' t o o N M S 3+ +`` cwn STA. 8+82.85 F.L. i I ' ++ 0+ Q( o� �M SCALE: 1" = 50' HORIZONTAL SAMUELSON cS dd cj as � -moo W 1" = 5' VERTICAL STREET ~ ~ ~ ~ �'U' N N Z O C6 cnN a Env) SEE SHEETS 4 & 5 356 348 344 340 9+00 50.00 FT. VERT. CURVE L GEND: LEGEND: (C0� LEGEND: (CONT.) CONSTRUCTION NOTES: cq LO ABBREVIATIONS ¢ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: MEMEM PROPOSED SAWCUT LIMIT UNE M CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 1. M M11111 M FLOWUNE POVC POINT ON VERTICAL CURVE i "R1-1" -STOP "W1-1' -CURVE ARROW j STORM DRAIN PLANS FOR DETAILS. �� C•Y � 2 Go ^O coo CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7' - KEEP RIGHT "W31(CA)" - END to W M I� CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. M W M ELEV _ V) "R6-1" - ONE WAY �W3-3" - SIGNAL AHEAD " f "R5-1 - DO NOT ENTER W3-1 -STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL NONE - FI) o O W J BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE d0• "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTAL. INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O 0.40 AGGREGATE BASE OVER 0.80 COMPACTED W xP. O BEGIN CURVE PCC POINT COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET :R81(CA)" -BIKE LANE 'WI -7" -DOUBLE ARROW T63 Tis Tgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT O4 100 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. M7 i END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT A PROXIMA EXISTI TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 5 O N 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. j J OF VERTICAL CURVE FC FINISH CONCRETE GROUND ® ENTERLIt E '- m '- 04- d r- /.' F.O.C. bi - - EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Oj TAPER NUMBER FOR TAPER DESCRIPTION CJ F v LTi O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ui(n �Lu - - -/ - -- - - - - - - - uj -- PER C.O.B. STD. ST -9. EXISTING SURVEY MONUMENT 7r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS S=115% INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT 4. J W cs S 0.25% s J W Lri J I* PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W W COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE W �- O BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH PRC POSED E ST r - M M "� } O FLONLINE J w- J j W M J - J ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. �1 CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 8 O W La. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. i +� W ujW FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. "STOP' MARKING PER CAL -TRANS STANDARDS W STANDARD SPECIFICATION 8010-21C-19. 6. Lj No. 3' �- W W J W Li d 4 4 M _ u. i4 SECTION DESIGNATION: TRACT BOUNDARY AHEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7, W L0 SECTION LETTER •• - - - UNIT BOUNDARY M 12+00 352 348 344 13+000 u �Q 5 1.1 a o McKEE ROADo SEE SHEET UNIT N L N o v�� 3 Z tPJ'� i N Y JJ I JJ I 1 _j rn� o - Q Uw IJ c�U I IJ c u: I pZ`n�y� t1���?� y9 C� -ice 40 LZ w W r�e7 w J O o0 �` -i �o� v m mm rn ', ao rn ` `` 1 0o I � o Z 1M 3 U mo �� 2IL_ ^�c^ n > o v 0 x 32 31 >_ M� f 4 w Woo ��� I oQ I JL�xJ, o� Z� 0117 v %�,\ ��' �coO �°cv°¢++ �Qc6 V)++ Qo6 coQco ++ co Q� �o \ y n, s. ,, wN�NNIN�+ �r7o1 �+ IMS+ dd �= I O<a,�OZ cP•�s_� -' �O> >2 =++ >� 1�wN ��1� w,� I�w� N �,�n cn r" = dd > z as > > ¢a 3 0� wm I G s y 0 q N k- n F tai N N �- D et N N F- O Q p Q m V3 N m V F- c^• a\� �< � o + w c Z tQ-� c�cn �c-4c~i> iR/W 2 c�W �c�v~i = z f`G� a0 ago p Qo� P1 V) (n __ -`-- -- - - - �� I s a �\ __ 3 s�o \ `�� r 9 N I CL INTERSECTION 330. �\ r �� 8" SEWER 1 "' 8" SEWER `'' STA. 15+11.59 C.L , FREEPORT WY.= s s STA. 18+13.07 C.L, McKEE RD. - NU13-E- -IJ - -- - i INSTALL W1-7 . ` STq 9x9F q y 2 �' 5 $^ StrWE 2 _ • T 1 18" DRAT 0066.87' 873"Eo N 14+00 202.19 8 5+ j I WITH OM1 -3 MARKER GJi i 12+00 13+000 � I I 7 EXIST. R/W STq 9/�FtLg88'`�� RP\N 1$ 0 2 ¢ cel 10 'r' 2 a � tl II <r it 34 S84 11 4 1a ���' II 3� oI N rn 0 \� x torn cN x I I 3FC ORP R/WI 3 O uj �' o dN N N Z aD N 50 O Z I 'ooI 1 (L INTERSECTION/B.C. N63'09'44"E RAD. n o+ _ _ I 5' I _ N v I Z I STA. 10+00.00 C.L. FREEPORT WY.= I 6 q.5 Cl N ± 5 z^ cJi LJ� v I 30' I 30' I v ti I 48' I } STA. 10+00.00 C.L., SAMUELSON ST. 634K3 u 00 C3 u w N to LO20' 20' 45' I / w t0 ?• M R/W I Z 11 11 n p - cli c -i of of of of 1` Q m „� = cflr .tom co co �� I N p � �� z �to NN NN MM ++ McKEE ROAD _ _ _ o o -' o + _ UNIT 3 MAINE AVENUESTA. 9+12.35 F.L_ ot °O �' o L6 M m o ± ± � � SEE SHEETS 3 & 5 � � SEE SHEETS 15 & 16 P.R.C. o �O I M N O JJMJ Z m QQ W �� m �� 41 V) V) m NN STA. 9+43.70 C.L., 45.46RT.= z v w W o N M N N STA. 8+96.55 F.L. 3 5 35' S I - N - N M O W J pry c N r Ln Q Q d• to li B.C. 3 3 ' ^N h n� mwPO �7J En FREEPORT WAY STA. 9+37.67 C.L , 57.95RT.= 01 20' 20' t o o N M S 3+ +`` cwn STA. 8+82.85 F.L. i I ' ++ 0+ Q( o� �M SCALE: 1" = 50' HORIZONTAL SAMUELSON cS dd cj as � -moo W 1" = 5' VERTICAL STREET ~ ~ ~ ~ �'U' N N Z O C6 cnN a Env) SEE SHEETS 4 & 5 356 348 344 340 9+00 50.00 FT. VERT. CURVE 10+00 352 348 344 340 10+00 11+00 12+00 13+00 14+00 li»_1 356 352 348 344 340 15+00 L GEND: LEGEND: (C0� LEGEND: (CONT.) CONSTRUCTION NOTES: cq LO ABBREVIATIONS m FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: MEMEM PROPOSED SAWCUT LIMIT UNE M CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND M11111 F.L. FLOWUNE POVC POINT ON VERTICAL CURVE i "R1-1" -STOP "W1-1' -CURVE ARROW STORM DRAIN PLANS FOR DETAILS. �� C•Y � 2 Go ^O coo CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7' - KEEP RIGHT "W31(CA)" - END to FURNISH & INSTAL. TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. M MCKEE ROAD & MOUNTAIN RIDGE ROAD - M ELEV ELEVATION EVC END VERTICAL CURVE V) "R6-1" - ONE WAY �W3-3" - SIGNAL AHEAD " f "R5-1 - DO NOT ENTER W3-1 -STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL NONE - FI) d BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTAL. INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O 0.40 AGGREGATE BASE OVER 0.80 COMPACTED o xP. BC BEGIN CURVE PCC POINT COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET :R81(CA)" -BIKE LANE 'WI -7" -DOUBLE ARROW T63 Tis 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 PER C.O.B. STD. ST -9. M7 MOOp� END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT j j > TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 5 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. j J OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1 CURVE NUMBER FOR CURVE DESCRIPTION ENGINEER/DESIGN ENGINEER. '- 04- d r- /.' F.O.C. bi - - EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Oj TAPER NUMBER FOR TAPER DESCRIPTION j O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY J J FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.® Lj ® ITEM OF WORK - SEE SCHEDULE © w PER C.O.B. STD. ST -9. EXISTING SURVEY MONUMENT 7r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS d' INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT 4. J W cs FURNISH & INSTAL_ STREET NAME SIGN PER C.O.B. STD. T-1. s J W Lri J I* PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W W COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE W BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH m DENSITY PER C.O.B. STD. ST -9. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 5 "� } O CONSTRUCTION OF ADJACENT UNIT. J w- J j W ns J - J ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. �1 CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 8 O W La. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. i +� K FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. "STOP' MARKING PER CAL -TRANS STANDARDS W STANDARD SPECIFICATION 8010-21C-19. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. No. 3' �- W W J W Li 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN M _ u. i4 SECTION DESIGNATION: TRACT BOUNDARY AHEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7, W L0 SECTION LETTER •• - - - UNIT BOUNDARY .- w J .- •- w w EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PLAN C� CD^ -PER 2 STRIPING AND MARKING DESIGNATED C.O.B. STD. ST -4. 04 Ion -13 O o NOTE: NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS of J SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 ? '� SHEET WHERE SECTION IS SHOWN 0 d MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR QQ DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS ht TTS 0 M W W STANDARD SPECIFICATION 8010-21C-19, UNLESS coM coo + ' N Nimi � n- ± � U m Cl pJN O O m= (j U > w -A �IIING END m m ►Q-� Intl d Q a� a d z F-- c~n GROUND 0 CENTERLINE - � N �ZQ a: c~il O N MENE S=O. S=0.2 % S= 0.26% 'NONE S=0.29 EMENE H 1 NINEEMINE o 0 '-d- PR OSED ST M M to W WJ W W w a �} N M 10+00 352 348 344 340 10+00 11+00 12+00 13+00 14+00 li»_1 356 352 348 344 340 15+00 11+00 12+00 13+00 14+00 356 352 Kid -3 344 340 15+00 L GEND: LEGEND: (C0� LEGEND: (CONT.) CONSTRUCTION NOTES: ONE ABBREVIATIONS ml FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: MEMEM PROPOSED SAWCUT LIMIT UNE 1 O CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND M11111 F.L. FLOWUNE POVC POINT ON VERTICAL CURVE i "R1-1" -STOP "W1-1' -CURVE ARROW STORM DRAIN PLANS FOR DETAILS. �� C•Y � 2 In C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7' - KEEP RIGHT "W31(CA)" - END TS FURNISH & INSTAL. TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. MCKEE ROAD & MOUNTAIN RIDGE ROAD - M ELEV ELEVATION EVC END VERTICAL CURVE V) "R6-1" - ONE WAY �W3-3" - SIGNAL AHEAD " f "R5-1 - DO NOT ENTER W3-1 -STOP AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL NONE o"33 BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTAL. INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O 0.40 AGGREGATE BASE OVER 0.80 COMPACTED o xP. BC BEGIN CURVE PCC POINT COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET :R81(CA)" -BIKE LANE 'WI -7" -DOUBLE ARROW T63 Tis 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 PER C.O.B. STD. ST -9. TgTF EC PIVC END CURVE TC TOP OF CURB 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 5 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. OF CA OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1 CURVE NUMBER FOR CURVE DESCRIPTION ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED 04- d r- /.' F.O.C. FACE OF CURB R/W RIGHT-OF-WAY - - EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Oj 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 t tpi LT 3 O SLY 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 © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". PER C.O.B. STD. ST -9. EXISTING SURVEY MONUMENT 7r 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' cs FURNISH & INSTAL_ 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 d BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH m DENSITY PER C.O.B. STD. ST -9. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 5 EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS } O CONSTRUCTION OF ADJACENT UNIT. ns FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. �1 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 PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. i +� K FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. "STOP' MARKING PER CAL -TRANS STANDARDS STANDARD SPECIFICATION 8010-21C-19. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. No. 3' �- 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN _ u. i4 SECTION DESIGNATION: TRACT BOUNDARY AHEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7, PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION LETTER •• - - - UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE s CIV\\- � 2� qT60F w w EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PLAN C� CD^ -PER 2 STRIPING AND MARKING DESIGNATED C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING Ion -13 O o NOTE: NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 N c0 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR QQ DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS ht TTS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS M 0 ' Nimi n- ± 1. i€ IN we END MENE 'NONE EMENE H 1 NINEEMINE 11+00 12+00 13+00 14+00 356 352 Kid -3 344 340 15+00 L GEND: LEGEND: (C0� LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE 1 O CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND p.. F.L. FLOWUNE POVC POINT ON VERTICAL CURVE i "R1-1" -STOP "W1-1' -CURVE ARROW STORM DRAIN PLANS FOR DETAILS. �� C•Y � 2 In C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7' - KEEP RIGHT "W31(CA)" - END TS FURNISH & INSTAL. TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. MCKEE ROAD & MOUNTAIN RIDGE ROAD - M ELEV ELEVATION EVC END VERTICAL CURVE V) "R6-1" - ONE WAY �W3-3" - SIGNAL AHEAD " f "R5-1 - DO NOT ENTER W3-1 -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 o"33 BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTAL. INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O 0.40 AGGREGATE BASE OVER 0.80 COMPACTED o xP. BC BEGIN CURVE PCC POINT COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET :R81(CA)" -BIKE LANE 'WI -7" -DOUBLE ARROW T63 Tis 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 PER C.O.B. STD. ST -9. TgTF EC PIVC END CURVE TC TOP OF CURB 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 5 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. OF CA OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1 CURVE NUMBER FOR CURVE DESCRIPTION ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED 04- d r- /.' F.O.C. FACE OF CURB R/W RIGHT-OF-WAY - - EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Oj 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 t tpi LT 3 O SLY 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 © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". PER C.O.B. STD. ST -9. EXISTING SURVEY MONUMENT 7r 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' cs FURNISH & INSTAL_ 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 d BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH m DENSITY PER C.O.B. STD. ST -9. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 5 EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS } O CONSTRUCTION OF ADJACENT UNIT. ns FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. �1 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 PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. i +� K FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. "STOP' MARKING PER CAL -TRANS STANDARDS STANDARD SPECIFICATION 8010-21C-19. 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. No. 3' �- 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN _ u. i4 SECTION DESIGNATION: TRACT BOUNDARY AHEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7, PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION LETTER •• - - - UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE s CIV\\- � 2� qT60F w w EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PLAN C� CD^ -PER 2 STRIPING AND MARKING DESIGNATED C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING Ion -13 O o NOTE: NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 N c0 SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR QQ DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS ht TTS STANDARD SPECIFICATION 8010-21C-19 STANDARD SPECIFICATION 8010-21C-19, UNLESS M 0 ' OTHERWISE INDICATED. n- ± 1. i€ m a�; In z Lu V) Z M O o ( Y > w W= �c> F. - cs Ll cs w � J m } O 3 U w 0 0 U.)Lu w w CD^ O o F N c0 QQ co O M 0 16 n n MAINE AVENUE o o McKEE ROAD SEE SHEET 3 N MT Cl3 SEE SHEET 15 30'30' J _ 48'1� 1 1 20' 20'o o U LL: 45 I I 360 356 348 344 10+00 PANDALE WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE 5 I CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90100'00" 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' 44'2455" 6 42.00' 98.53' 99.95' 134'24'55" 7 42.00' 197.06' 42.87' 268'48'50" 360 356 348 344 10+00 PANDALE WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL UNTII 5 I rnrn 1 34 II �2MOUNTAIN j °' Q HOLYOKE DRIVE jl:oo "uj I o0 39 oo 06001 ++ SEE SHEET 10 ll � N I N I w 634,1212 -- I�t1+00 U u - C, Z o Q _1 J Uli 1111 oci 48' 11 45' 45' Y < C3I � STA. 10+00.00 C.L., PANDALE WY.= r � m 2 N00'57'13"E c I cc La; cn v� m cn C.L. N o{ I I Z W J �� R/w 2 o m_ wmDo I M wj i J STA. 12+02.19 C.L., PANDALE WY.= W 3 i '- 1 I 1 3 - - 3 z 7 Q I 17 360 356 348 344 10+00 PANDALE WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL UNTII LI 10+00 11+00 344 I o II �2MOUNTAIN 01 °' Q HOLYOKE DRIVE N o M g o RIDGE DRIVE SEE SHEET 10 -?-� i � N SEE SHEET 17 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: { I CL INTERSECTION I�t1+00 U u - C, Z N M j w JJjW _1 J Uli 1111 1 48' 11 45' 45' Y 12+00 R1-1" - STOP W1-1' - CURVE ARROW STA. 10+00.00 C.L., PANDALE WY.= co J 2 N00'57'13"E u Li J J jO 202.19' C.L. I __L�CL INTERSECTION STA. 19+32.70 C.L., MAINE AVE. W M W J J 2. o m_ j W M wj i J STA. 12+02.19 C.L., PANDALE WY.= W 3 i I 1 1 0 _j 8 w I i STA. 27+45.77 C.L., McKEE RD. 17 I 1 N 3 J � d - M 3 W I Lai W M O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 11 _ M END CURVE TC TOP OF CURB ti L'- W W J - -- . - N cn o J W w 1 0 - J CD 2 R W / Q W 2 ;n co INSTALL W1-7 WITH Fc FlNISH CONCRETE FACE OF CURB W STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 3I Li JO a �- w N ¢ cv ,j.. ,�,� VOLF.O.C. W i� OM1 -3 MARKER I o+ Ya p NINE m uj II 0 W H Im I cn I CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. o: w 0 o0 0 + c6 p H w co Z { - 00 m I oQ'o z .o0 0 N 38 W Clw Co w cn W I �_ -1 r17 r INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT 5 I llmll AP ----- N ' Q 48 I I 18 I 30' 30' I C3 u: m in J _j W I 45'C3 WILINE E� c~n 20' 20' in o o N S=0.32 U-1 51% =-0.72 34 Lo co - - - - - - - N 0 PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. FLOWLINE rn '- I I C5 to to 00 00 UND 0 GR o NTERLIN j o6 oci 9 JLi I M a MAINE AVENUE J + 0 0 w PR + + 7. McKEE ROAD Lw SEE SHEET 3 & 5 a �.- a 10 O �� L SEE SHEET 15 & 16 a a a 00 d N st PER C.O.B. STD. ST -4. 111 CONDITIONS BE CHANGED, A REVISED STRIPING PLAN LCR sr N Lw v~i V) w m v) U) EAST 360 356 348 344 10+00 PANDALE WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 356 11+00 4I7 l[ i UNTII LI 10+00 11+00 344 I o II �2MOUNTAIN 01 °' Q HOLYOKE DRIVE N o M g o RIDGE DRIVE SEE SHEET 10 -?-� i o aoM N SEE SHEET 17 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ -- 7;. 7 I ( U u - C, Z N M j w JJjW _1 J Uli 1111 1 48' 11 45' 45' Y i C--- -- - R1-1" - STOP W1-1' - CURVE ARROW In co J 2 C3 d z u Li J J jO 00 C.L. IRENE M � M W M W J J 2. 7 m_ j W M wj i J M W 3 i W U W J to l ' IR W N�j W _j N w J w M UNITS STANDARD PLAN RSP A88A CASE A A. T-- w J � d O M I Lai W M O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 11 _ M END CURVE TC TOP OF CURB ti L'- W W J J . - N O o J W w POINT � INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE 0 - J CD 0 CJ Q W to p Fc FlNISH CONCRETE FACE OF CURB W STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS I Li JO a �- w N ,j.. ,�,� VOLF.O.C. W i� + I o+ Ya p NINE m uj co I W O CU CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. o: 00 0 w 0 + c6 m U H w C3 00 m + N z o I ° C3 m W cn La; cn W l5tr INN -1 r17 r INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT --- o llmll AP ----- EXISTIN ' Q - CU S=- .51% COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE W POSED S m in W W L- FLO WILINE E� c~n ------ Lo in dam' N S=0.32 srai 51% =-0.72 POSED N Lo co - - - - - - - N 0 PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. FLOWLINE '- J C5 to to 00 00 UND 0 GR ND ®C NTERLIN j j j 9 JLi Iw M a SECTION LETTER J J H w PR POSED SITUTH 7. j Lw M a a a 10 O J L J a a a 00 d N st PER C.O.B. STD. ST -4. 111 CONDITIONS BE CHANGED, A REVISED STRIPING PLAN LCR sr N d M w O N M EAST ALL PERMANENT STRIPING &PAVEMENT M jj cfl N 011110 FLOWLINE N 360 356 11+00 4I7 l[ i UNTII LI 10+00 11+00 344 I o II �2MOUNTAIN 01 °' Q HOLYOKE DRIVE N o M g o RIDGE DRIVE SEE SHEET 10 -?-� i o aoM N SEE SHEET 17 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ -- 7;. 7 I ( U u - C, Z N M j w JJjW _1 J Uli 1111 1 48' 11 45' 45' Y i C--- -- - R1-1" - STOP W1-1' - CURVE ARROW In 00 M � J 2 C3 d z u Li J J o 0 00 C.L. IRENE UNT 1 0+ o+ Q ,�,�WLz I 3434 2 `0 5 °� d v W ++ coZ12' (�, 30' �`'' ci �� c=� o+o+�c�'n @c6 ' '45 20' Lil �� �oI,,ci 634J ��ow v~iv~i ft 00 M {{yll O v)cnzo Iz 1 �� - R/W - 2 o 3 III CL INTERSECTION INTERSECTION 1 3 iI I STA. 12+03.90 C.L., OYSTER WY.= 18" DRAIN 1 o ,f STA. 29+87.30 C.L., MT. RIDGE DR. STA. 10+00.00 C.L., OYSTER WY.= 11+00 `, 12 ll STA. 15+19.06 C.L., HOLYOKE DR. _ S_89'02'47"E_ _ 203.9_0' _ INSTALL Wt -7 WITH ~ it II 1 OMI -3 MARKER 1 18" DRAIN 1 18" DR IN ;nob 8 cn W Q { I I >� V31- 360 w 11 I u z w -- - 3 U) w zm Q i 2 4 R/W 4 0 0 ►Q- S I I �`,I L� loow o ci- o m II �� 1 Zo o z( W Z flit 30' 1 Cl 40 N II III 20' 20' _ JCO 48' II EI �0 0 5' i v (3 ►� 45' 45' v U 5 I I 34 5�u, 34 (I 11L� HOLYOKE DRIVE o o ± ± MOUNTAIN SEE SHEET 10 o: dd RIDGE DRIVE 4UL in N m V) � SEE SHEET 17 360 356 356 352 352 348 348 344 12+00 In 360 360 356 356 352 352 348 348 10+00 11+00 12+00 10+00 11+00 344 I 344 0 m °' Q o ■All t LEGEND: (CONT.) Cl M CONSTRUCTION NOTES: Lo M 00 ABBREVIATIONS 0 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT OMIT LINE 1 O r7 j FOR SEWER AND STORM DRAIN, SEE SEWER AND CC- a� 1111 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE � R1-1" - STOP W1-1' - CURVE ARROW In 00 M � J 2 W j W 00 C.L. IRENE M � M W M W J am 2. 7 m_ j W ELEV BCR wj i J M M 3 i W U W J to l ' IR W N�j W _j N w LZ w M UNITS STANDARD PLAN RSP A88A CASE A A. T-- 00 J W d O w I ® W M O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 11 _ M END CURVE TC TOP OF CURB ti L'- W W J J . - N O W J W w POINT � INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE 0 R7-9 - NO PARKING/BIKE LANE -SINGLE ARROW J U.) w 0 CJ Q 3. to Fc FlNISH CONCRETE FACE OF CURB W STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS I � JO a �- w N ,j.. ,�,� VOLF.O.C. i� I o+ Ya p NINE m uj co CU W @1NINI CU CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. o: O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 + 0 + c6 v) O w C3 00 m W N z o ° J GUTTER LIP TO A DEPTH OF 12". La; cn W l5tr INN -1 r17 r INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT --- o llmll AP ----- EXISTIN N r7 - Oj S=- .51% COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE W FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. + EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS '- W L- ------- ENTERLI E� c~n ------ Lo in dam' N ao srai 51% PR POSED N RTH j j � � M M PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. FLOWLINE '- J V) 00 00 00 UND 0 ENTERLI E m TRACT BOUNDARY W w 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE M M a SECTION LETTER cs U H d PR POSED SITUTH 7. j S=0 M N EXISTING STRIPING AND MARKINGS, TYPICAL 10 O J L J w w J 00 NEE M 0 PER C.O.B. STD. ST -4. 111 CONDITIONS BE CHANGED, A REVISED STRIPING PLAN LCR w w NOTE: M w O N aaa EAST ALL PERMANENT STRIPING &PAVEMENT S=0 jj cfl N 011110 344 10+00 OYSTER WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 n J u o OXFORD HHtELES DRIVE N (� (\ (j j� 5 0 SEE LJ ll �J tl Co O U ti 23 30' 30' i J 15 �v 20' 20' I ULA J ,� J ,La �� Al �p /,A,) CD Cl �O , 13 Lz 14 C5 d r o ,fi r o U++ a `� o •� 634K6 0� w + ±,�� + lu) r 0: NN Cw�Q �P �s���'\' 24 04 o' Lai V) (n a o I� o r m (! N I~ -' �� O� �tiX 16 I z °° ` 2 i I cn c� n R/IAI 6 r �`F 1 _ 1 _ _ O P.I. GRADE BREAK CL INTERSECTION , 1 z' STA. 12+57.20 C.L.= STA. 10+00.00 C.L. RANGELEY CT.= a ol5 1 STA. 12+86.97 F.L., LT.= STA. 13+21.64 C.L., OXFORD HILLS DR. I a 3 s 6" SEWER "' �' o ® OY STA. 12+86.97 F.L., RT. _ 1 STA. 12+86.97 F -L., LT. N00'573"E1- 11+00 215.20_' t2_+00 I STA. 12+86.97 F.L., RT. 0 5' r�o 1 `� 3 5 CTR. CUL-DE-SAC I o� STA. 12+15.20 C.L. 25 -R/W I 2 R/w 6 II ¢ N L` L_ �` S� O 17 � Cl 01 F- ti "9 ME o �oo Q I� a o �I ►- J'� O s� cox F� o w 00 N 20 > +> ± 19 N +I O G cS6 L 00 _ o a F� -- -- o� =o �� x s 30' 1 30' cn i- cn < J J p\ 26 I oo IN MM �, �-i 18 20' 20' I +` I C> CIR OXFORD HILLS DRIVE ao UNT 5 Lo Co SEE SHEET 2 000D a<+t ++ U HF m N(% L) Lal N v) m NN 360 356 356 352 352 348 -APPROXIMATE EXISTING GROUND 0 CENTERLINE 348 344 344 12+00 10+00 11+00 12+00 10+00 11+00 344 I 344 0 m °' Q o LEGEND: (CONT.) t LEGEND: (CONT.) Cl M CONSTRUCTION NOTES: Lo M 00 ABBREVIATIONS 0 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT OMIT LINE 1 O r7 j FOR SEWER AND STORM DRAIN, SEE SEWER AND CC- a� M F.L. FLOWLINE POVC POINT ON VERTICAL CURVE � R1-1" - STOP W1-1' - CURVE ARROW In 00 M � J 2 W j W 00 C.L. CENTERLINE BVC BEGIN VERTICAL CURVE M � M W M W J CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. 7 M j W ELEV BCR wj i J M M 3 i W U W J to l ' IR W N�j W _j N w LZ w M UNITS STANDARD PLAN RSP A88A CASE A A. T-- 00 J W d O w I ® W M O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 11 _ M END CURVE TC TOP OF CURB ti L'- W W J J . - N O W J W w POINT � INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE 0 R7-9 - NO PARKING/BIKE LANE -SINGLE ARROW J U.) w 0 CJ Q 3. to Fc FlNISH CONCRETE FACE OF CURB W STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS I � JO a �- w N ,j.. ,�,� VOLF.O.C. i� I o+ Ya p O Q Ld m uj co CU W O CU CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. o: O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 + 0 + c6 v) O w C3 00 m W N z o ° J GUTTER LIP TO A DEPTH OF 12". La; cn W l5tr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. -1 r17 r INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT --- o ----- AP ----- EXISTIN N r7 - Oj S=- .51% COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE W FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. + EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS '- W L- ------- ENTERLI E� c~n ------ Lo in dam' N ao srai 51% PR POSED N RTH j j � � M M PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. FLOWLINE '- J V) 00 00 00 UND 0 ENTERLI E m TRACT BOUNDARY W w 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE M M a SECTION LETTER cs U H d PR POSED SITUTH 7. j S=0 M N EXISTING STRIPING AND MARKINGS, TYPICAL 10 O J L J w w J 00 00 M 0 PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN LCR w w NOTE: M w O N aaa EAST ALL PERMANENT STRIPING &PAVEMENT S=0 jj cfl N et FLOWLINE N 51% 11+00 n J u o OXFORD HHtELES DRIVE N (� (\ (j j� 5 0 SEE LJ ll �J tl Co O U ti 23 30' 30' i J 15 �v 20' 20' I ULA J ,� J ,La �� Al �p /,A,) CD Cl �O , 13 Lz 14 C5 d r o ,fi r o U++ a `� o •� 634K6 0� w + ±,�� + lu) r 0: NN Cw�Q �P �s���'\' 24 04 o' Lai V) (n a o I� o r m (! N I~ -' �� O� �tiX 16 I z °° ` 2 i I cn c� n R/IAI 6 r �`F 1 _ 1 _ _ O P.I. GRADE BREAK CL INTERSECTION , 1 z' STA. 12+57.20 C.L.= STA. 10+00.00 C.L. RANGELEY CT.= a ol5 1 STA. 12+86.97 F.L., LT.= STA. 13+21.64 C.L., OXFORD HILLS DR. I a 3 s 6" SEWER "' �' o ® OY STA. 12+86.97 F.L., RT. _ 1 STA. 12+86.97 F -L., LT. N00'573"E1- 11+00 215.20_' t2_+00 I STA. 12+86.97 F.L., RT. 0 5' r�o 1 `� 3 5 CTR. CUL-DE-SAC I o� STA. 12+15.20 C.L. 25 -R/W I 2 R/w 6 II ¢ N L` L_ �` S� O 17 � Cl 01 F- ti "9 ME o �oo Q I� a o �I ►- J'� O s� cox F� o w 00 N 20 > +> ± 19 N +I O G cS6 L 00 _ o a F� -- -- o� =o �� x s 30' 1 30' cn i- cn < J J p\ 26 I oo IN MM �, �-i 18 20' 20' I +` I C> CIR OXFORD HILLS DRIVE ao UNT 5 Lo Co SEE SHEET 2 000D a<+t ++ U HF m N(% L) Lal N v) m NN 360 356 356 352 352 348 -APPROXIMATE EXISTING GROUND 0 CENTERLINE 348 344 344 12+00 10+00 11+00 12+00 10+00 11+00 344 I 344 11+00 n J u o OXFORD HHtELES DRIVE N (� (\ (j j� 5 0 SEE LJ ll �J tl Co O U ti 23 30' 30' i J 15 �v 20' 20' I ULA J ,� J ,La �� Al �p /,A,) CD Cl �O , 13 Lz 14 C5 d r o ,fi r o U++ a `� o •� 634K6 0� w + ±,�� + lu) r 0: NN Cw�Q �P �s���'\' 24 04 o' Lai V) (n a o I� o r m (! N I~ -' �� O� �tiX 16 I z °° ` 2 i I cn c� n R/IAI 6 r �`F 1 _ 1 _ _ O P.I. GRADE BREAK CL INTERSECTION , 1 z' STA. 12+57.20 C.L.= STA. 10+00.00 C.L. RANGELEY CT.= a ol5 1 STA. 12+86.97 F.L., LT.= STA. 13+21.64 C.L., OXFORD HILLS DR. I a 3 s 6" SEWER "' �' o ® OY STA. 12+86.97 F.L., RT. _ 1 STA. 12+86.97 F -L., LT. N00'573"E1- 11+00 215.20_' t2_+00 I STA. 12+86.97 F.L., RT. 0 5' r�o 1 `� 3 5 CTR. CUL-DE-SAC I o� STA. 12+15.20 C.L. 25 -R/W I 2 R/w 6 II ¢ N L` L_ �` S� O 17 � Cl 01 F- ti "9 ME o �oo Q I� a o �I ►- J'� O s� cox F� o w 00 N 20 > +> ± 19 N +I O G cS6 L 00 _ o a F� -- -- o� =o �� x s 30' 1 30' cn i- cn < J J p\ 26 I oo IN MM �, �-i 18 20' 20' I +` I C> CIR OXFORD HILLS DRIVE ao UNT 5 Lo Co SEE SHEET 2 000D a<+t ++ U HF m N(% L) Lal N v) m NN 360 356 356 352 352 348 -APPROXIMATE EXISTING GROUND 0 CENTERLINE 348 344 344 12+00 340 10+00 I Ill k Eel SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 10+00 11+00 W M 12+00 0 m °' Q o LEGEND: (CONT.) t LEGEND: (CONT.) Cl M CONSTRUCTION NOTES: Lo M 00 ABBREVIATIONS R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT OMIT LINE 1 O to j FOR SEWER AND STORM DRAIN, SEE SEWER AND CC- a� CDlu, F.L. FLOWLINE POVC POINT ON VERTICAL CURVE � R1-1" - STOP W1-1' - CURVE ARROW In cc J 2 W STORM DRAIN PLANS FOR DETAILS. W 00 C.L. CENTERLINE BVC BEGIN VERTICAL CURVE M � M W M L[) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. 7 M j W ELEV BCR wj i J M M 3 i W U W J to l ' IR ECR _j N w w w w M UNITS STANDARD PLAN RSP A88A CASE A A. T-- 0.40' AGGREGATE BASE OVER 0.80' COMPACTED r OF J W d O w I ® W M O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 11 _ U END CURVE TC TOP OF CURB J "W1-6" J . - N td W PER C.O.B. STD. ST -9. (/Z -7/!v w POINT � INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE 0 R7-9 - NO PARKING/BIKE LANE -SINGLE ARROW J TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE / CURVE NUMBER FOR CURVE DESCRIPTION 0 CJ Q 3. ci LTJ Fc FlNISH CONCRETE FACE OF CURB W STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS N O � JO ENGINEER/DESIGN ENGINEER. ,j.. ,�,� VOLF.O.C. i� I o+ Ya -, La OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED > V1`� m uj co - ct W O d CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 + 0 + ® ITEM OF WORK -SEE SCHEDULE O W C3 00 ° J GUTTER LIP TO A DEPTH OF 12". La; cn m l5tr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. -1 5=1.43 r INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT o AP + r EXISTIN SEWER - REFER TO SEWER & STORM DRAIN PLANS a v Oj W 00 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE W FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. + EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS '- W L- ------- ENTERLI E� c~n ------ ►Q- N M dam' cl- PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS srai 51% U AP ROXIMA EXISTIN ci � � STANDARD SPECIFICATION 8010-21 C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. '- m V) co L0 GR UND 0 ENTERLI E m TRACT BOUNDARY u A �' 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE a SECTION LETTER cs U H MARKING PER CAL -TRANS STANDARDS PR POSED SITUTH 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE S=0 M EXISTING STRIPING AND MARKINGS, TYPICAL 10 O FL INE - w w J 00 00 Go 0 PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN LCR w w NOTE: M w O N PROPOSED EAST ALL PERMANENT STRIPING &PAVEMENT S=0 jj cfl j DAYS PRIOR TO PAVING. FLOWLINE N 51% J J JJ w w STANDARD SPECIFICATION 8010-21C-19, UNLESS M aaa n co CR OTHERWISE INDICATED. et- N d ST www FLOWLINE 340 10+00 I Ill k Eel SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 356 356 352 352 348 APPROXIMATE EXISTING GROUND 0 CENTERLINE 348 344 344 340 11+00 12+00 wl 352 348 344 340 H Z 13+00 10+00 11+00 12+00 10+00 11+00 W M 12+00 I m °' Q o LEGEND: (CONT.) t LEGEND: (CONT.) Cl M CONSTRUCTION NOTES: 00 00 ABBREVIATIONS R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT OMIT LINE 1 O to 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND CC- a� CDlu, F.L. FLOWLINE POVC POINT ON VERTICAL CURVE � R1-1" - STOP W1-1' - CURVE ARROW In cc 2 W STORM DRAIN PLANS FOR DETAILS. W 3332,°".,' C.L. CENTERLINE BVC BEGIN VERTICAL CURVE M � M rs M O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. 7 -'w cc j W ELEV BCR wj i - ONE WAY - SIGNAL AHEAD " "R5-1" - DO NOT ENTER W3 -t" -STOP AHEAD M FURNISH & INSTALL IRRIGATION CONDUIT 3 i W U j ' IR ECR _j w ICFURNISH w �_ UNITS STANDARD PLAN RSP A88A CASE A A. T-- 0.40' AGGREGATE BASE OVER 0.80' COMPACTED r OF J W d "R3 -5R" - RIGHT TURN ONLY - NO OUTLET pR81(CA)" - BIKE LANE W1-7" - DOUBLE ARROW w FOR INTERCONNECT ® W O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 11 _ J END CURVE TC TOP OF CURB J "W1-6" J FURNISH & INSTALL SPLICE BOX N td W PER C.O.B. STD. ST -9. (/Z -7/!v IV PIVC POINT � INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE R7-9 - NO PARKING/BIKE LANE -SINGLE ARROW J TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE / CURVE NUMBER FOR CURVE DESCRIPTION J U- 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 FlNISH CONCRETE FACE OF CURB _ _ 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS N O � JO ENGINEER/DESIGN ENGINEER. ,j.. ,�,� VOLF.O.C. i� co co 00 Ya -, La OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED > V1`� m uj co - ct W O d CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 + 0 + ® ITEM OF WORK -SEE SCHEDULE O W 00 + 00 J GUTTER LIP TO A DEPTH OF 12". @ m l5tr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. -1 CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS r INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT o AP + r EXISTIN SEWER - REFER TO SEWER & STORM DRAIN PLANS a v Oj W 00 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE W FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. + EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS '- W GR UND ® ENTERLI E� c~n O_ ►Q- N Q + cl- PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Q r U AP ROXIMA EXISTIN ci F � STANDARD SPECIFICATION 8010-21 C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. '- m V) co - GR UND 0 ENTERLI E m TRACT BOUNDARY u A �' 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE a SECTION LETTER cs U H MARKING PER CAL -TRANS STANDARDS w IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE S=0 25% EXISTING STRIPING AND MARKINGS, TYPICAL 10 O N g=0. - 2 J 0 PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN LCR 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR w O N PROPOSED EAST ALL PERMANENT STRIPING &PAVEMENT S=0 25% cfl O DAYS PRIOR TO PAVING. FLOWLINE S=0 51% M O w w STANDARD SPECIFICATION 8010-21C-19, UNLESS n co CR OTHERWISE INDICATED. PROPOSED ST www FLOWLINE aaa j j j M W W W aaa d N d M 360 356 356 352 352 348 APPROXIMATE EXISTING GROUND 0 CENTERLINE 348 344 344 340 11+00 12+00 wl 352 348 344 340 H Z 13+00 356 352 348 344 340 13+00 Q U F z La 0 L,,,.t tT y U ►� Ycs I.2 0 �i � Pi &rl �d� qu Z 10+00 11+00 12+00 10+00 11+00 W M 12+00 I O °' Q O LEGEND: (CONT.) t LEGEND: (CONT.) Cl M CONSTRUCTION NOTES: 00 00 ABBREVIATIONS R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT OMIT LINE 1 O Lou' 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND CC- a� F.L. FLOWLINE POVC POINT ON VERTICAL CURVE � R1-1" - STOP W1-1' - CURVE ARROW In cc 2 W STORM DRAIN PLANS FOR DETAILS. W 3332,°".,' C.L. CENTERLINE BVC BEGIN VERTICAL CURVE M "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" rs M O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD & MOUNTAIN RIDGE ROAD - -'w cc Lu ELEV BCR wj i - ONE WAY - SIGNAL AHEAD " "R5-1" - DO NOT ENTER W3 -t" -STOP AHEAD Y FURNISH & INSTALL IRRIGATION CONDUIT 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W U j ' IR ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE w ICFURNISH w �_ UNITS STANDARD PLAN RSP A88A CASE A A. T-- 0.40' AGGREGATE BASE OVER 0.80' COMPACTED r OF J BEGIN CURVE PCC POINT OF COMPOUND CURVATURE d "R3 -5R" - RIGHT TURN ONLY - NO OUTLET pR81(CA)" - BIKE LANE W1-7" - DOUBLE ARROW w FOR INTERCONNECT ® CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 11 _ J END CURVE TC TOP OF CURB J "W1-6" FURNISH & INSTALL SPLICE BOX m td PER C.O.B. STD. ST -9. (/Z -7/!v IV PIVC POINT � INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE R7-9 - NO PARKING/BIKE LANE -SINGLE ARROW 1 O TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE / CURVE NUMBER FOR CURVE DESCRIPTION 5 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. Fc FlNISH CONCRETE FACE OF CURB _ _ 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS N O � JO ENGINEER/DESIGN ENGINEER. ,j.. ,�,� VOLF.O.C. R/W RIGHT-OF-WAY co co 00 OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED > V1`� m uj co - ct W O d CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 0 + 0 + ® ITEM OF WORK -SEE SCHEDULE O Q 00 + PER C.O.B. STD. ST -9. J GUTTER LIP TO A DEPTH OF 12". @ EXISTING SURVEY MONUMENT4. l5tr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS r INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT o AP ROXIMA EXISTIN SEWER - REFER TO SEWER & STORM DRAIN PLANS a v Oj BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE o FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS '- W GR UND ® ENTERLI E� c~n O_ ►Q- N CAL -TRANS TYPE IV ARROWO cl- PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Q ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS U C�j. Q 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. 2 V) co - w N SECTION DESIGNATION: TRACT BOUNDARY u A "AHEAD" 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LETTER � � � � � � � � � � � UNIT BOUNDARY AHEAD MARKING PER CAL -TRANS STANDARDS w IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE S=0 25% EXISTING STRIPING AND MARKINGS, TYPICAL 10 O ' CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS g=0. 6% 2 0 PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN LCR 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR w O N PROPOSED EAST ALL PERMANENT STRIPING &PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND Q cfl O DAYS PRIOR TO PAVING. FLOWLINE TO BE THERMOPLASTIC PA INT PER CALTRANS STANDARD SPECIFICATION INT PER 1C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS M O w w STANDARD SPECIFICATION 8010-21C-19, UNLESS W OTHERWISE INDICATED. www aaa M 356 352 348 344 340 13+00 Q U F z La 0 L,,,.t tT y U ►� Ycs I.2 0 �i � Pi &rl �d� qu Z 10+00 11+00 12+00 10+00 11+00 W M 12+00 I 10+00 11+00 12+00 °' Q LEGEND: LEGEND: (CONT.) t LEGEND: (CONT.) CONSTRUCTION NOTES: �9 c ss�t NOTE��;� r m 00 ABBREVIATIONS R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT OMIT LINE 1 O CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND CC- a� F.L. FLOWLINE POVC POINT ON VERTICAL CURVE co R1-1" - STOP W1-1' - CURVE ARROW In cc 2 W STORM DRAIN PLANS FOR DETAILS. W 3332,°".,' C.L. CENTERLINE BVC BEGIN VERTICAL CURVE [Z cn "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" "W3-3" 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 - -'w cc m ELEV BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION i - ONE WAY - SIGNAL AHEAD " "R5-1" - DO NOT ENTER W3 -t" -STOP AHEAD Y FURNISH & INSTALL IRRIGATION CONDUIT 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W U PAVEMENT TO BE 0.30 TYPE B A.C. OVER ' IR ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -t" - NOT A THROUGH STREET 'W14-2" ICFURNISH &INSTALL INTERCONNECT CONDUIT �_ UNITS STANDARD PLAN RSP A88A CASE A A. T-- 0.40' AGGREGATE BASE OVER 0.80' COMPACTED r OF BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY - NO OUTLET pR81(CA)" - BIKE LANE W1-7" - DOUBLE ARROW r63 T Tg6 FOR INTERCONNECT ® CONSTRUCT 5.5 STANDARD SIDEWALK PER C.O.B. STD. ST -3. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 11 _ lV� END CURVE TC TOP OF CURB 0 "W1-6" FURNISH & INSTALL SPLICE BOX m w PER C.O.B. STD. ST -9. (/Z -7/!v IV PIVC POINT � INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE R7-9 - NO PARKING/BIKE LANE -SINGLE ARROW 1 O TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE / CURVE NUMBER FOR CURVE DESCRIPTION 5 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3. ASHE ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. Fc FlNISH CONCRETE FACE OF CURB _ _ 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS N O � ENGINEER/DESIGN ENGINEER. ,j.. ,�,� VOLF.O.C. R/W RIGHT-OF-WAY J OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED > V1`� - ct EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANSTAPER O 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. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. J GUTTER LIP TO A DEPTH OF 12". @ EXISTING SURVEY MONUMENT4. l5tr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS r 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 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) Oj 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 W 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 UGHT-5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROWO cl- 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 UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ® 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. op "STOP" MARKING PER CAL -TRANS STANDARDS co INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION: TRACT BOUNDARY u A "AHEAD" 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LETTER � � � � � � � � � � � UNIT BOUNDARY AHEAD MARKING PER CAL -TRANS STANDARDS w IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE `_ _ _ _ _ EXISTING STRIPING AND MARKINGS, TYPICAL 10 O ' CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 2 0 PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHEET WHERE SECTION IS SHOWN NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR w O N SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 ALL PERMANENT STRIPING &PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND Q cfl O DAYS PRIOR TO PAVING. TO BE THERMOPLASTIC PA INT PER CALTRANS STANDARD SPECIFICATION INT PER 1C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS M O STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 356 352 348 344 340 13+00 Q U F z La 0 L,,,.t tT y U ►� Ycs I.2 0 �i � Pi &rl �d� qu Z O M M N O W M I I- °' Q o t 0 O U 2 0! O 00 o Z Z Q LL_ Q o a� W W U co z 0 O In cc 2 W c0 W _� j Ji o C) [Z cn " I: N CC W -'w cc m W W�R m o i � Y 3 Z W U i V m 0 U j O =ui U T-- I i c x af' lV� 0 co m w N J > � t- Mto U N O � z W W M IL m t N a� W z 0 O In cc 2 w LU LU P 0 _� Z w V -'w cc % ' W W�R ul � Q Z r p V H Z O =ui U X c x 0 > m w Z W t- = o N N O � U J 0 a 0 a' Z N J OD r O i U uj W Of cl- wo U) co w w �^ 0 0 w O N Q cfl O M O z W W M IL otsP a� W z 0 O cc 2 w LU LU P 0 _� >X V -'w cc % ' W W�R ul � Q 1� z r V H Z v =ui LIJ X Q 0 m Z Z t- a o N N O J 0 a 0 a' W W M MEDIAN�,1ti4 o�Q the ���-'�-� UNIT 4 PER TR. 6758 an �I xE �6 .os CURB MEDIAN REFER TO - ,� 24+W - A^ 25+ - IMPROVEMENT FOR _ _ 150 59' TRACT 6758 FOR CONTINUATION OF ASHE I (EE SHEET 18A - ROAD CONSTRUCTION I 11 FOR SIGNAGE TO THE SOUTH -------- BEGIN MEDIAN/ TRACT BOUNDARY MEDIAN CyRB STA. 23+8528 C.L. 7.00RT i 1 T.C.=347.48 0OL w w PORTION OF EXISTING A.C. DIKE TO REMOVED o� �1 o o (UNIT 3) Lu 1 nu) O OJ OJ Q O H O �U O= i0 � O J1 Q U U w t7 O Lp Of O Q-' Q a3 H I� Wd�Z�IY d' -U O j UNZpg L3wwaz� U �� RIGHTS OF THE PUBLIC AS \ cJioo 1- o ¢� o z o TO ANY PORTION OF THE LAND U °D z oir,o 0 o Jw oLL. - EX RIGHT-OF-WAY LYING WITHIN THE AREA M _ �" oo'I'c3`�wd� o- - _ - Q.ux :7 X - - - - - - - _ - - - - - - - - -- COMMONLY-KNOWN--AS-ASHE-ROAD- - ?a cdK'- - - - - - - - - - - - - - +o 4 + mcn-H =CD >z"� - ?�,X +w ROAD O0 (nW_ +JL_, Mp W5W 000 N C3 W O M 11 z 11 z v EX. CURB & GUTTER f- F- z 1- L, 7 o 0 'UNIT BOUNDARY W c3 EXISTING A.C. DIKE zwzzQ EXIST TYPE M MEDIAN c�cn Q 1 EXIST TYPE "M' MEDIAN w cnfv v N o�� Q~ c MEDIAN NOSE TO I ,+�� ��v M zx I -X CURB TO REMAIN 1-X o E TED OU d EX. A C. DIKE m r i- wmww� Ln wmao tnw z zzd f - STA. 26+40.28 C.L. TO BE REMOVED CURB TO REMAIN - - - - - - - - - - - - - - - - - - - - d w tnw _ _ _ _ _ _ _ _ _ \' �� _ Q a Q N TO REMAIN (UNIT 3 -------- -- _------------ 4.- � ----� - � s .moo �0 s,,.'s s a.�m %ok Q , s m ti s c s7 - - 5 ,-� ,-� s � a ��'8 0 0->}�nq1�.h- `r 9 -!- [� i 3 a --o �-- INK _ -DtK- '► 7 i qp - - - � _ - - - - `�` -1c -- 31+00 32+00 TRACT BOUNDARY 33+00 1252.83' X00 - m 35 +00 - - - 36+00 - 349.99 NC �00 r s y - -38+00 11a Iug.41 580.18 - - - - 417.65' \ ` t .E STA. A" 1�P UNIT 4 /TR Q CONSTRUCT CONSTRUCT 34vy° NEW E.P. \.,0,2z? �" » `� �' - MEDIAN CURB I o Q UNIT ACT BOUNDARY rn WITH UNIT 4 WITH UNIT 3 1 (UNIT 7,t!l� 3 BELOW �' 11 24 DRAIN p d - 11 - STA. 32+20.461, C.L. �-AI---- ----------SEE STA. "B" I 1 - - - --- o o INSTALL 2 - 3' TRAFFIC18" DRAIN to -- ------------ -- ._ £ s 1 .-.-------- -fin-------- BELO 1 1 4 END NEW SIDEWALK - - - co r -t'0 1- - - SIGNAL CONDUIT WITH UNIT 3 E.P. N I N � 5 PULL BOXES. � 1 MAN�7ENANCE FUTURE � 3 3 R W I R W 63467 END NEW BLOCK WALL HANDICAP c --- 346 N I I N N 35 N R/W �T � 4 _ - - RAMP 1- 4 - -R �( PUMP METER x rn- ®/ �p 4 z I N o ►� Y II II i w w - - - - - - -/ - - -YyQ IAS i 1% E���U V� II Q 2 I i m ,d Q o 1 PROPOSED BLOCK WALL a a 11 z A o o a L,, 1 I N FUTURE 8 d -- PROPOSED BLOCK WALL o i� oo v o nM ��� m o 1 S I DETASEE W$LL PLANS FOR o F o U SIDEWALK 11 pN� EX. SEWER 11 RE N ������� o SEE WALL PLANS FOR r ~ a '° 2 ^ °� d w Z r: ai o z - o v W �o TAPER DATA N0. 1 O C, - ( J d ( W •r I ' to Q w LIFT STATION / � ►= w l70 I - d ?- J J J J J W \ - to W H O ` Q i= O a- O W 0 U I DETAILS O N o z c3li - 'mow o J Ki o z, w d o z0 0 o o m I w Y O N 1 Q 0_ O_ C Z N w m ® m O O .< 40' U ti 1 1 C7 U Li J d d 1= U ,� I X to 1- 9 ®�� - ^ ( O I J J coN N 1 c i z W �,•1 7, 1 v rJ -' 6 ' % v o Q g W o EX. 6' HIGH CLF W/ o ' o �"' I c� 5' U li O W O Q Z J tJ 1 U t+• / Y J J �- J J J J J to to n m o zn c; C3 d d I c0 o o W J I ( I I M J v la O M L� v W z z REDWOOD SLATS o r L. `- �- I ""� ' Q � `x _ _ Q -' -1 LOT 1 TO BE RELOCATED I cr U ti 2 8 U tt. U 5 1 O++ 1� .- Q I Y N N 3. < x 00 i� 1� J (n J -1 z .-i J 49' //���j( Q 11ui J I J O tO to Mtn m ddJO O 170170 ZO m0) w �d WQ �� O <�A W U N dal.> ULL ��"11� O C-4 t0 V HO' 3O I OD ao C) C3 m N N 1 tC L+ W I ++ I + I Q 0 0 O N+ O ad oci O C 3 O li Z O ���11J1J UUUUU MM Z �[i �r o Ln rn a ^ _ + + V, rn m+ n• + •!o- + + ;A d-- 0 1� rn z coo - N - �.r oto L.L.A. NO. 08-0963 38' o ++ M NN 360 356 352 344 �4 z �-- 2O' 1 2O' to p O ~ QQ NM H NNQW 1 1 W NN NM m 00 O NN MM N ++ M �c0 U Oto 00 GO Q Mr- NN t0 tD z HI- 11 Q �� N W MM 30 ++ z NN o 00r) o 0000 PER CERTIFICATE M I 1 ++ in+ n O O N N U Q Q, C.7 s7[ p W m N N (� Q U MNL N t0 t0 jt c0 t0 I-• tN0 tND 100 c00 ,*,* W to THORTON AVENUE � z �� o Q �� ��ow z �� z �u Q as zl- "'"' w i-�' z x +a; o ++ OF COMPLIANCE FILED AS I -z ++ ++ McKEE ROAD N N N ih SEE SHEET 7 v d d o + ^ + Q to to a sn ►- F- i- m (n F= c� a a N t7 -* N ,' M z � 'n U SEE SHEET 15R tr t N ul NN - ; Z NI" (n(nZ0 O NtA DU QQ W F -F- MM MM MM C3 Qa ci av M NM N UMT 5 2 0 w� ; ; m tnN it DOC. NO. 0209001613, O.R. �z (CONSTRUCT O] Nt~n D] t~!>F- 2 V ► II 2 Z �Cj Z la -•1Q O� QQ Cj QQ UMT,� v gv W � W �F W rnN (NOT A PART) zW (A;1-�WITH UNIT 3 /�/jl� �"',n oo o1= U N ASHE ROAD Wm to to ao cnv) r STA. "A" P.R.C.-MEDIAN `��• STA. "B" CENTER -60.00' RAD. -MEDIAN (UNIT 4 CONSTRUCTION) �. `\ STA. 25+37.13, C.L. 6.61RT• STA. 25+72.60, C.L. 55.00RT. u�J 2 T.C.=347.09' (STA. 23+85.28 TO STA. 36+38.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CONSTRUCT CONSTRUCT WITH UNIT 4 WITH UNIT 3 to 32+48.31 Q 356 32+53.31 10.92RT. II Z ui 10.69RT. Q0 ww J �O C.3O 32+68.31 D O cnF=0 O p O t� 9.05RT. 352 32+78.31 Q in to : J �Q z_x J 7.17RT. 4 32+88.31 -j J Q CU Qw 610 33+28.31 v arnODU -i U c3 w of o -- -- -- "' -Z - - no QQ.O� 0 0 O � 'Z 7.05LT. - . to �-C'�..� O-� •- `- !� TRACT BOUNDARY EXIST TYPE "M" MEDIAN STA. 23+85.28 C.L. CURB TO REMAIN/E.P. mil `� w z ? N� Ui a c NUi M L �v v N N Z Q 6 N X VOA Q~ L.iwm t~i�w Lo 8.92LT. C-5 33+6&31 cwi 344 MEDIAN�,1ti4 o�Q the ���-'�-� UNIT 4 PER TR. 6758 an �I xE �6 .os CURB MEDIAN REFER TO - ,� 24+W - A^ 25+ - IMPROVEMENT FOR _ _ 150 59' TRACT 6758 FOR CONTINUATION OF ASHE I (EE SHEET 18A - ROAD CONSTRUCTION I 11 FOR SIGNAGE TO THE SOUTH -------- BEGIN MEDIAN/ TRACT BOUNDARY MEDIAN CyRB STA. 23+8528 C.L. 7.00RT i 1 T.C.=347.48 0OL w w PORTION OF EXISTING A.C. DIKE TO REMOVED o� �1 o o (UNIT 3) Lu 1 nu) O OJ OJ Q O H O �U O= i0 � O J1 Q U U w t7 O Lp Of O Q-' Q a3 H I� Wd�Z�IY d' -U O j UNZpg L3wwaz� U �� RIGHTS OF THE PUBLIC AS \ cJioo 1- o ¢� o z o TO ANY PORTION OF THE LAND U °D z oir,o 0 o Jw oLL. - EX RIGHT-OF-WAY LYING WITHIN THE AREA M _ �" oo'I'c3`�wd� o- - _ - Q.ux :7 X - - - - - - - _ - - - - - - - - -- COMMONLY-KNOWN--AS-ASHE-ROAD- - ?a cdK'- - - - - - - - - - - - - - +o 4 + mcn-H =CD >z"� - ?�,X +w ROAD O0 (nW_ +JL_, Mp W5W 000 N C3 W O M 11 z 11 z v EX. CURB & GUTTER f- F- z 1- L, 7 o 0 'UNIT BOUNDARY W c3 EXISTING A.C. DIKE zwzzQ EXIST TYPE M MEDIAN c�cn Q 1 EXIST TYPE "M' MEDIAN w cnfv v N o�� Q~ c MEDIAN NOSE TO I ,+�� ��v M zx I -X CURB TO REMAIN 1-X o E TED OU d EX. A C. DIKE m r i- wmww� Ln wmao tnw z zzd f - STA. 26+40.28 C.L. TO BE REMOVED CURB TO REMAIN - - - - - - - - - - - - - - - - - - - - d w tnw _ _ _ _ _ _ _ _ _ \' �� _ Q a Q N TO REMAIN (UNIT 3 -------- -- _------------ 4.- � ----� - � s .moo �0 s,,.'s s a.�m %ok Q , s m ti s c s7 - - 5 ,-� ,-� s � a ��'8 0 0->}�nq1�.h- `r 9 -!- [� i 3 a --o �-- INK _ -DtK- '► 7 i qp - - - � _ - - - - `�` -1c -- 31+00 32+00 TRACT BOUNDARY 33+00 1252.83' X00 - m 35 +00 - - - 36+00 - 349.99 NC �00 r s y - -38+00 11a Iug.41 580.18 - - - - 417.65' \ ` t .E STA. A" 1�P UNIT 4 /TR Q CONSTRUCT CONSTRUCT 34vy° NEW E.P. \.,0,2z? �" » `� �' - MEDIAN CURB I o Q UNIT ACT BOUNDARY rn WITH UNIT 4 WITH UNIT 3 1 (UNIT 7,t!l� 3 BELOW �' 11 24 DRAIN p d - 11 - STA. 32+20.461, C.L. �-AI---- ----------SEE STA. "B" I 1 - - - --- o o INSTALL 2 - 3' TRAFFIC18" DRAIN to -- ------------ -- ._ £ s 1 .-.-------- -fin-------- BELO 1 1 4 END NEW SIDEWALK - - - co r -t'0 1- - - SIGNAL CONDUIT WITH UNIT 3 E.P. N I N � 5 PULL BOXES. � 1 MAN�7ENANCE FUTURE � 3 3 R W I R W 63467 END NEW BLOCK WALL HANDICAP c --- 346 N I I N N 35 N R/W �T � 4 _ - - RAMP 1- 4 - -R �( PUMP METER x rn- ®/ �p 4 z I N o ►� Y II II i w w - - - - - - -/ - - -YyQ IAS i 1% E���U V� II Q 2 I i m ,d Q o 1 PROPOSED BLOCK WALL a a 11 z A o o a L,, 1 I N FUTURE 8 d -- PROPOSED BLOCK WALL o i� oo v o nM ��� m o 1 S I DETASEE W$LL PLANS FOR o F o U SIDEWALK 11 pN� EX. SEWER 11 RE N ������� o SEE WALL PLANS FOR r ~ a '° 2 ^ °� d w Z r: ai o z - o v W �o TAPER DATA N0. 1 O C, - ( J d ( W •r I ' to Q w LIFT STATION / � ►= w l70 I - d ?- J J J J J W \ - to W H O ` Q i= O a- O W 0 U I DETAILS O N o z c3li - 'mow o J Ki o z, w d o z0 0 o o m I w Y O N 1 Q 0_ O_ C Z N w m ® m O O .< 40' U ti 1 1 C7 U Li J d d 1= U ,� I X to 1- 9 ®�� - ^ ( O I J J coN N 1 c i z W �,•1 7, 1 v rJ -' 6 ' % v o Q g W o EX. 6' HIGH CLF W/ o ' o �"' I c� 5' U li O W O Q Z J tJ 1 U t+• / Y J J �- J J J J J to to n m o zn c; C3 d d I c0 o o W J I ( I I M J v la O M L� v W z z REDWOOD SLATS o r L. `- �- I ""� ' Q � `x _ _ Q -' -1 LOT 1 TO BE RELOCATED I cr U ti 2 8 U tt. U 5 1 O++ 1� .- Q I Y N N 3. < x 00 i� 1� J (n J -1 z .-i J 49' //���j( Q 11ui J I J O tO to Mtn m ddJO O 170170 ZO m0) w �d WQ �� O <�A W U N dal.> ULL ��"11� O C-4 t0 V HO' 3O I OD ao C) C3 m N N 1 tC L+ W I ++ I + I Q 0 0 O N+ O ad oci O C 3 O li Z O ���11J1J UUUUU MM Z �[i �r o Ln rn a ^ _ + + V, rn m+ n• + •!o- + + ;A d-- 0 1� rn z coo - N - �.r oto L.L.A. NO. 08-0963 38' o ++ M NN 360 356 352 344 �4 z �-- 2O' 1 2O' to p O ~ QQ NM H NNQW 1 1 W NN NM m 00 O NN MM N ++ M �c0 U Oto 00 GO Q Mr- NN t0 tD z HI- 11 Q �� N W MM 30 ++ z NN o 00r) o 0000 PER CERTIFICATE M I 1 ++ in+ n O O N N U Q Q, C.7 s7[ p W m N N (� Q U MNL N t0 t0 jt c0 t0 I-• tN0 tND 100 c00 ,*,* W to THORTON AVENUE � z �� o Q �� ��ow z �� z �u Q as zl- "'"' w i-�' z x +a; o ++ OF COMPLIANCE FILED AS I -z ++ ++ McKEE ROAD N N N ih SEE SHEET 7 v d d o + ^ + Q to to a sn ►- F- i- m (n F= c� a a N t7 -* N ,' M z � 'n U SEE SHEET 15R tr t N ul NN - ; Z NI" (n(nZ0 O NtA DU QQ W F -F- MM MM MM C3 Qa ci av M NM N UMT 5 2 0 w� ; ; m tnN it DOC. NO. 0209001613, O.R. �z (CONSTRUCT O] Nt~n D] t~!>F- 2 V ► II 2 Z �Cj Z la -•1Q O� QQ Cj QQ UMT,� v gv W � W �F W rnN (NOT A PART) zW (A;1-�WITH UNIT 3 /�/jl� �"',n oo o1= U N ASHE ROAD Wm to to ao cnv) r STA. "A" P.R.C.-MEDIAN `��• STA. "B" CENTER -60.00' RAD. -MEDIAN (UNIT 4 CONSTRUCTION) �. `\ STA. 25+37.13, C.L. 6.61RT• STA. 25+72.60, C.L. 55.00RT. u�J 2 T.C.=347.09' (STA. 23+85.28 TO STA. 36+38.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CONSTRUCT CONSTRUCT WITH UNIT 4 WITH UNIT 3 to 24+00 25+00 26+00 q ASHE ROAD R/W (TRACT B 11 OUNDARY) 55' i I 48' 7' I 7' 7' ^�\ 6' I 2 ~•i 1' I 2' w o EXIST. PAVEMENT ai PROPOSED MEDIAN, CURB Z I a TO REMAIN > 3i 1 VARIES 0.04-0.16 (TC DIFFERENCE) o w N 1.95%2 0% � I z i 1.75%2.00% 2% I x EXIST. CURB EXIST & GUTTER A.C. DIKE TO BE REMOVED 0.45' A.C. PAVING 0.50' AGG. BASE 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 PROPOSED BLOCK WALL SEE SEPARATE WALL PLANS LANDSCAPE AREA 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 l � ASHE ROAD (TRACT BOUNDARY) 1 1 VARIES I VARIES i ' EXISTING 1 PAVEMENT„ EXISTING TYPE "M" MEDIAN CURB PROPOSED TYPE 'M" MEDIAN CURB 36+00 360 TAPER DATA NO. � q STATION I OFFSET FROI 32+48.31 11.00RT. 356 32+53.31 10.92RT. 32+5&11 32+58.31 10.69RT. 54.35 32+63.31 10.30RT. 32+73.11 32+68.31 9.75RT. 55.41 32+73.31 9.05RT. 352 32+78.31 8.19RT. 61.50 32+83.31 7.17RT. 33+38.11 32+88.31 6.00RT. 63.02 33+28.31 4.00LT. 33+53.11 33+33.31 5.17LT. 63.84 33+38.31 6.19LT. 348 33+43.31 7.05LT. 33+48.31 7.75LT. O 33+53.31 8.30LT. O 33+58.31 8.69LI Lo 8.92LT. cc 33+6&31 9.00LT. 344 10 O �c 0 W z of zo Lu co F" , CO Fck: Z Go < 16 W Ow U v = � CL 0 a m a Z Q N �U) 13 �� 0 M J z O mo C> C> o Lu 5 if0o ^ 5 fir �Z M w LQ U O d ~ U W Z p Z LJi to O Q >-OZ]C m J W =U � aOD - 0 N L3 > W O CE a d to W N w N w N W W W W J wwQ:� O W OO I 000'r M M W 10 NCO pry tp t 0 00 O O Yrw M M M m La Z > to �� W > La w 0- 4L` UMC J w wW to M m ~ W LLI~w IO CIA to I wLL:ti d J p J Q - ! W X60 + J e7 Z^ Z J \ N Y N N .14 M cm 0 Z W m W =Om Go W W to En C> z170 aw.� Z OQ WmN m+ + w w `° m rid p m+ O tzf- i Ln ¢� Ncli wa 04 m _ 5 S=05% n C aN ' 0 <� cN UM --- E - - oo,` L, i m- �z o GROUNO ®ENTRLIP -- -- - ------- ---- -__ . p1 / v 0 00 - - - - - - - - - - - ------ SEES --0.25% ACT 67587' SI -089% S=0.51% S=-0.25 - - - - - - - - S 0.25% S=0.30 STREET MPROVE LANIS ENTV -7OPOSED EAST -' w R 0 E o N cu a FLOWLINE M ,!n4 4 u N M M M M M J W w w Lu _. 4 W w W w d d N sh N M 7h 24+00 25+00 26+00 q ASHE ROAD R/W (TRACT B 11 OUNDARY) 55' i I 48' 7' I 7' 7' ^�\ 6' I 2 ~•i 1' I 2' w o EXIST. PAVEMENT ai PROPOSED MEDIAN, CURB Z I a TO REMAIN > 3i 1 VARIES 0.04-0.16 (TC DIFFERENCE) o w N 1.95%2 0% � I z i 1.75%2.00% 2% I x EXIST. CURB EXIST & GUTTER A.C. DIKE TO BE REMOVED 0.45' A.C. PAVING 0.50' AGG. BASE 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 PROPOSED BLOCK WALL SEE SEPARATE WALL PLANS LANDSCAPE AREA 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 l � ASHE ROAD (TRACT BOUNDARY) 1 1 VARIES I VARIES i ' EXISTING 1 PAVEMENT„ EXISTING TYPE "M" MEDIAN CURB PROPOSED TYPE 'M" MEDIAN CURB 36+00 360 TAPER DATA NO. � q STATION I OFFSET FROI q STATION 32+48.31 11.00RT. 356 32+53.31 10.92RT. 32+5&11 32+58.31 10.69RT. 54.35 32+63.31 10.30RT. 32+73.11 32+68.31 9.75RT. 55.41 32+73.31 9.05RT. 352 32+78.31 8.19RT. 61.50 32+83.31 7.17RT. 33+38.11 32+88.31 6.00RT. 63.02 33+28.31 4.00LT. 33+53.11 33+33.31 5.17LT. 63.84 33+38.31 6.19LT. 348 33+43.31 7.05LT. 33+48.31 7.75LT. O 33+53.31 8.30LT. O 33+58.31 8.69LI 33+63.31 8.92LT. 33+6&31 9.00LT. 344 10 q STATION OFFSET FROM q 32+48.11 54.00 32+53.11 54.04 32+5&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. 40 1 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 6.92LT. 28+27.48 7.00LT. q ASHE ROAD R/W R (TRACT BOUNDARY) Al 70' 10' R/W 55'-70' 9'-10' Q I 64' 6' I VARIES 1 I 2' i 6'-7' I 4' 1 O w 1 a 6' 2' PROPOSED z EXIST TYPE "M" TYPE "M" Q I ? MATCH EXISTING PROPOSED MEDIAN TO REMAIN MEDIAN CURB w w BLOCK WALL z ( 0° ��N SEE SEPARATE EXIST. PAVEMENT 2% PLANS FOR ' - -,.� % _ _ 1.70%2.00% - I Q J I Q ail -- L� � DETAIL 2% 2% 1 � G OTE: PROPOSED BLOCK EXIST. CURB ` ` ` `� j' i` ,� 1 FUTURE SIDEWALK TO a WALL CONSTRUCTION END AT & GUTTER ` `' {` BE CONSTRUCTED 63 " LANDSCAPE '�..�� LOT 1 (LLA 08-0963) AREA STA. 32+20.61, C.L. 69.5ORT. ������/ `� 0.45' A.C. PAVING TO REMAIN 0.45' A.C. PAVING -' I 1 � 0.50 ACG. BASE "R" VALUE a 67.4 0.50' ACG. BASE J 4 END NEW SIDEWALK CONSTRUCTION � T.I. = 9.0 "R" VALUE - 67.4 ®STA. 32+20.61, C.L. 53.50RT• 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 B 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. 1"=5' VERT. SCALE 1"=10' HORIZ. 1"=5' VERT. LEGEND: LEGEND: (CONT. LEGEND: (CONT-�, CONSTRUCTION NOTES: NOTES ABBREVIATIONS R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT LINE al 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 'Wl-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. 2• McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 'R5-1" - DO NOT ENTER 'W3-1' - STOP AHEAD _IR FURNISH &INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "Wi4-1" - NOT A THROUGH STREET is FURNISH & INSTALL INTERCONNECT CONDUIT 3 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 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY "R81(CA)" - BIKE LANE "WI -7' - DOUBLE ARROW T63 T�5 Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. EC END CURVE TC TOP OF CURB » PER C.O.B. STD. ST -9. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT R7-9 - NO PARKING/BIKE LANE WI -6 - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE "R3-7" - RIGHT LANE MUST TURN RIGHT O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY OF VERTICAL CURVE FC FINISH CONCRETE 'R61-5" - LEFT/RIGHT/THRU SIGN 1Q CURVE NUMBER FOR CURVE DESCRIP11ON 5 ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.W. FACE OF CURB R/W RIGHT-OF-WAY OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED FToD) TOP OF DIKE _ _ O1 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 o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS :- 2Q © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. � EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q ITEM OF WORK -SEE SCHEDULE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - GUTTER LIP TO A DEPTH OF 12". 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PERCONC.O.B. SOT -4. (UNLESS OTHERWISE 1TOM WIDTH DRIVEWAY NOTED) WINGS ( ) ' ® EXISTING SURVEY MONUMENT 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 FURNISH & INSTALL STREET NAME SIGN PER 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. s SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. FURNISH & INSTALL METRO STREET NAME 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. � FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. STANDARD SPECIFICATION 8010-21 C-19. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Q CALTRANS TYPE VII ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. �- FURNISH & 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 SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. ST� 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 'STOP" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION DESIGNATION: .. .. .. TRACT BOUNDARY AHEM PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SEc,nON LETTER AHEM "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 BIKE- -DIKE- EXIST. A C. DIKE EXISTING STRIPING AND MARKINGS, TYPICAL CONDITIONS BE CHANGED, A REVISED STRIPING PLAN - - - - - =� 2 EXISTING �..�.�N� PER C.O.B. STD. ST -4. 2 Q SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS TEMPORARY STRIPING AND MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH Q 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 2010 EDITION. STANDARD SPECIFICATION ON SECTION 84, 2010 ED. 04/n/fly► VN rr- 4•S 00L� ©6 - or' -/3 StrE RD REVISION �- �t� �� �- V APPROVED BY: V� ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: ��' ARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 (T 0 M M rn � Q d - O o z o i Q Ld w U co 3 J � w Lo co .. N w w Y Q m M z CURVE TABLE W CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.40' 30.28' 90'31'46" 2 30.00' 46.85' 29.72' 8928'14" 3 60.00' 37.96' 19.64' 36'14'58" 4 2.00' 1.27' 0.65' 36'14'58" q ASHE ROAD R/W R (TRACT BOUNDARY) Al 70' 10' R/W 55'-70' 9'-10' Q I 64' 6' I VARIES 1 I 2' i 6'-7' I 4' 1 O w 1 a 6' 2' PROPOSED z EXIST TYPE "M" TYPE "M" Q I ? MATCH EXISTING PROPOSED MEDIAN TO REMAIN MEDIAN CURB w w BLOCK WALL z ( 0° ��N SEE SEPARATE EXIST. PAVEMENT 2% PLANS FOR ' - -,.� % _ _ 1.70%2.00% - I Q J I Q ail -- L� � DETAIL 2% 2% 1 � G OTE: PROPOSED BLOCK EXIST. CURB ` ` ` `� j' i` ,� 1 FUTURE SIDEWALK TO a WALL CONSTRUCTION END AT & GUTTER ` `' {` BE CONSTRUCTED 63 " LANDSCAPE '�..�� LOT 1 (LLA 08-0963) AREA STA. 32+20.61, C.L. 69.5ORT. ������/ `� 0.45' A.C. PAVING TO REMAIN 0.45' A.C. PAVING -' I 1 � 0.50 ACG. BASE "R" VALUE a 67.4 0.50' ACG. BASE J 4 END NEW SIDEWALK CONSTRUCTION � T.I. = 9.0 "R" VALUE - 67.4 ®STA. 32+20.61, C.L. 53.50RT• 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 B 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. 1"=5' VERT. SCALE 1"=10' HORIZ. 1"=5' VERT. LEGEND: LEGEND: (CONT. LEGEND: (CONT-�, CONSTRUCTION NOTES: NOTES ABBREVIATIONS R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT LINE al 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 'Wl-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. 2• McKEE ROAD & MOUNTAIN RIDGE ROAD - ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD 'R5-1" - DO NOT ENTER 'W3-1' - STOP AHEAD _IR FURNISH &INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER BCR BEGIN CURB RETURN PI POINT OF INTERSECTION O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "Wi4-1" - NOT A THROUGH STREET is FURNISH & INSTALL INTERCONNECT CONDUIT 3 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 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY "R81(CA)" - BIKE LANE "WI -7' - DOUBLE ARROW T63 T�5 Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. EC END CURVE TC TOP OF CURB » PER C.O.B. STD. ST -9. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT R7-9 - NO PARKING/BIKE LANE WI -6 - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE "R3-7" - RIGHT LANE MUST TURN RIGHT O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY OF VERTICAL CURVE FC FINISH CONCRETE 'R61-5" - LEFT/RIGHT/THRU SIGN 1Q CURVE NUMBER FOR CURVE DESCRIP11ON 5 ENGINEER/DESIGN ENGINEER. 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. F.W. FACE OF CURB R/W RIGHT-OF-WAY OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED FToD) TOP OF DIKE _ _ O1 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 o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS :- 2Q © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. � EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q ITEM OF WORK -SEE SCHEDULE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - GUTTER LIP TO A DEPTH OF 12". 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PERCONC.O.B. SOT -4. (UNLESS OTHERWISE 1TOM WIDTH DRIVEWAY NOTED) WINGS ( ) ' ® EXISTING SURVEY MONUMENT 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 FURNISH & INSTALL STREET NAME SIGN PER 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. s SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. FURNISH & INSTALL METRO STREET NAME 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. � FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. STANDARD SPECIFICATION 8010-21 C-19. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Q CALTRANS TYPE VII ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. �- FURNISH & 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 SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. ST� 9 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 'STOP" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE SECTION DESIGNATION: .. .. .. TRACT BOUNDARY AHEM PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SEc,nON LETTER AHEM "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 BIKE- -DIKE- EXIST. A C. DIKE EXISTING STRIPING AND MARKINGS, TYPICAL CONDITIONS BE CHANGED, A REVISED STRIPING PLAN - - - - - =� 2 EXISTING �..�.�N� PER C.O.B. STD. ST -4. 2 Q SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS TEMPORARY STRIPING AND MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. SHEET WHERE SECTION IS SHOWN ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH Q 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 2010 EDITION. STANDARD SPECIFICATION ON SECTION 84, 2010 ED. 04/n/fly► VN rr- 4•S 00L� ©6 - or' -/3 StrE RD REVISION �- �t� �� �- V APPROVED BY: V� ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: ��' ARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 (T 0 M M rn � Q d - O o z o i Q Ld w U co 3 J � w Lo co .. N w w Y Q m M z N W A, m v6 M w o J a Z _ T 4 o (' } z N W W cc w J IL 0 a Z _ T 4 Go a t- co co O C3 w UJ Q � W O O Q O 10 O �c 0 W z of zo Lu co F" , CO Fck: Z Go < 16 W Ow U v = � CL N a m a Z Q N �U) 13 �� 0 M J z O mo C> C> o Lu 5 U 5 fir w N U O d ~ U W Z p Z LJi to O Q >-OZ]C m J W Cj - 0 L3 > W U CE a d W N w N w N W W W W wwQ:� 000'r W 10 NCO tp t 0 00 O O �o M 1,�-0 z N W W cc w J IL 0 a Z _ T 4 Go co t- co co O M UJ Q � W O O Q 10 O �c 0 W ~ Lu co F" , CO CV Z Go < 16 W 00 v = � N a m a Z �U) 13 M J 0 0 5 1,�-0 E N W W cc w r IL 0 1,�-0 11110o n END A.C. DIKE REMOVAL/ o �- d YBEGIN NEW E.P. W o STA. 9+87.13, C.L. 42.09LT. Y °W' 2 Y = ci E.P. ELEV. 1349.82' ® w Q o J N(0-100 a a MATCH EXIST. J o ! APPROXIMATE LOCATION , x GRADE BREAK z "� �" z OF EXIST. INTERCO�JNECT cj I J b 1 `'' I�SEE! SHEET 18A - _ - - - - - - FUTURE R/W _ - o ^ 00 o ~+moi 1 CONDUIT / oz o ! I NEW E.P. GRA BREAK - - -- - - - - _ � M jN o wo M { li STAT 10+00.69, C;� 28.74LT - = - ` - - _ _ T - - - - - - _ _ - _ ` - - - _ - ' ' - - - - - - - - _ _ _ _ + + w FUTURE R/IN W `" "�? I o Q0+� 1 Ii E.P.IELEV.349.80 = - -------- - --- -� - -� ---_-- -- _ -- w _` - -- --__L__ _ -- -- -- -- -- -_ _- __ - UJ PO -- --�-- o --r- ---w ��r7 { ( ANGLE POINT NEW E.P. E -�;ZV)U)iw --- _ _-- _- _ ---- _______w Ic �/ ��W fn ACT BOUNDARY -FUTURE F/L -- � M!~STA. 10+30.00, C.L � E.P. ELEY. 349.76' R/W PER TRACT 6757 16+63.43 C.L.' rn L�1 TR5 ! INSTALL W1-7 WITH { NEW E.P. C.L i 11+00 89'02'46"E 12+00 I 13+00 t4+0O W3_1 15+00 is+OO t7+oo t8+ OM1 -3 MARKER t9+OO 20+00 1400.00' 2t+00 5 W 22+00 23+00 _ RIGHTS OF THE PUBLIC AS { I �- I 663.43' 49.64' .93' +oo TO ANY PORTION OF THE LAND I INSTALL 2 - 3" I I LUNG WITHIN THE AREA i i 1RAFFlC SIGNAL bo a' " s - s s s s- s s s ---}- s s' s s W COMMONLY KNOWN AS )SHE ROAD I wl ( CONDUIT d EXIST. 15 SEWER T---- 1 EXIST. 15" SEWER ® , BEGIN NEW 1 4- I EXIST. 15" SEWER I 1 4 N' d EXIST. 15" SEWER w COUNTY ROAD No. 199 . ( ^ { 1 - u,;,5 SIDEWALK Q2 3 3 (n { SNnI i FUTURE R5• - ----- ---------- -- ------------------__-�iR��T--_------ - -- - -- -- -- -- -- -- -- -- - -- -- -- -- - i� 15 iI g I i HANDICAP TURE SIDEWALK -�) 63-9 FUTURE SIDEWALK 3 I 8 634H1- w { i ( i. PUMP AssEMe�Y R/W i (FUTURE) PROPOSED BLOCK WALL WA I II I SEE WALL PLANS FOR II M 1 I SEE WALLD PLANTS FOR�, DETAILS '' w II I I DETAILS MAINTENANCE DOOR w � o A � III �„ I I ( IIm(IIo00 '� U :n LOT�I I I I I z IIIEDGE OF lPAVEME T PO I � I I I 11- .1 � CONCRETE PAD iJ L.L.A. NO. 08-0963 JJ 1 I II IIII CONSTRUCTION LIMIT INl CU ti UW,„.,,,JJ50 49 48 1 47 1 46 45 44 ��I 43WITH UNIT 3 EX 6' HIGH CLF W/ caw oo PER CERTIFICATE o0o i 5 cisREDWOOD SLATS �� z �� OF COMPLIANCE FILED AS NN 1 11 20 20 II 1 I ^^ Q I Q \ Oorn Y �uo0PU P TO BE RELOCATED o 1 I I o o N N zo�aR EX. SEWER ++ ° NN DOC. N0. 0209001613, O.R. _++ - I (cco "'"'�?j UFT STATION oo (NOT A PART) -- -- a30 30' III �� I 1 I I I I mMMI ++w '-'- T ++ I i I I I i w NN I x NN m�ci> � d (n (/1 41 N fnto HF ��U Ntn � NNASHE ROAD FUTURE w �,�,FREEPORT WAY � UNT SEE SHEET 14R2 SIDEWALK FOR STREET IMPROVEMENT PLANS SEE SHEET 12 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 360 356 352 344 340 FUTURE R/W 45'-61' LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F. C. FACE OF CURB R/W RIGHT-OF-WAY TOD TOP OF DIKE AQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. --C:>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -1 -o- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -1 SECTION DESIGNATION: SECTION LETTER k- -- -- A _2 SHEET WHERE SEC11ON IS SHOWN 11+00 EXIST. 12+00 q McKEE ROAD I I o`IW I 4:1 13+00 45'-49' 2% '-0.30' A.C. PAVING "R" VALUE - 56.9 0.40' AGG. BASE T.I. 6.0 0.80' COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY. '~ a SECTION - McKEE ROAD � 2 STA. 10+94.63 C.STA. 16+63.16 C.L. 15R SCALE 1"=10' HORIZ. 1"=5' VERT. 14+00 R/W \--LANDS FUTURE SIDEWALK TO BE CONSTRUCTED W/ LOT 1 (LLA 08-0963) AREA 15+00 16+00 17+00 18+00 R/W 19+00 20+00 q McKEE ROAD I I 4.1 MAX-) � 21+00 W Z 0 12 22+00 L0.30' A.C. PAVING LCURB AND 0.40' AGG. BASE GUTTER 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:(CONT.), LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.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, SEE SEWER AND "R1-1" - STOP "W1-1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. "R4-7" - KEEP RIGHT "W31(CA)' - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. "R6-1" -ONE WAY "W3-3" - SIGNAL AHEAD 2. McKEE ROAD &MOUNTAIN RIDGE" ROAD - "R5-1' - DO NOT ENTER *W3-1""- 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 R26(CA)- NO PARKING W14-1 - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT 0 UNITS STANDARD PLAN RSP A88A CASE A. 0.40 AGGREGATE BASE OVER 0.80 COMPACTED "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY "R81(CA)" - BIKE LANE 'W1-7" - DOUBLE ARROW TR3 T�5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. PER C.O.B. STD. ST -9. "R7-9" - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE „R3-7""- RIGHT LANE MUST TURN RIGHT I(1 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. R61-5 - LEFT/RIGHT/THRU SIGN ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED -- 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 ITEM OF WORK - SEE SCHEDULE ® COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O GUTTER LIP TO A DEPTH OF 12". 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PER OUBTSID. SOT�4.M(UNLESS OWIDTH 1HE WISE NOTED) AY W/S WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 0--r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. Q 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. s SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS 4 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 LEFT OR RIGHT AS APPLICABLE ® PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21 C-19. a CALTRANS TYPE V11 ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 4. SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ® A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE '� "STOP" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7 PROJECTPRIOR SHALL VERIFY THAPAVING, THE IT CONDIGN ITIONS RNEER EMAIN NE TRACT BOUNDARY THE AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS UNIT BOUNDARY CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3, WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD ww* t> _f, -t> A EXISTING STRIPING AND MARKINGS, TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN - -DIKE- DIKE- - EXIST. A.C. DIKE 2� /'�___�..� SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 0 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED O 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 EDITION. STANDARD SPECIFICATION SECTION 84, 2010 ED 23+00 I -LANDSCAPE AREA BEGIN SIDEWALK CONSTRUCTION A 0 UNIT BOUNDARY - STA. 16+63.16, C.L. 360 356 352 344 340 24+00 (,t �J IT 3 c5 N RMAUM 1,0 P v 3���� REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: / 4 A �441 v MAI N SHAW C. E. IV DATE R.C.E. 32178 EXP. 12/31/16 rn O 0) �Q � O z 00 U Qf 111 O Q J 1 w U to w00 w co 0 V) N of W Y Q M 0 1� m< CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.40' 30.28' 90'31'46" 2 30.00' 47.31' 30.19' 90'21'29' 3 30.00' 47.12' 30.00' 90'00'00" 45'-61' LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F. C. FACE OF CURB R/W RIGHT-OF-WAY TOD TOP OF DIKE AQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. --C:>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -1 -o- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -1 SECTION DESIGNATION: SECTION LETTER k- -- -- A _2 SHEET WHERE SEC11ON IS SHOWN 11+00 EXIST. 12+00 q McKEE ROAD I I o`IW I 4:1 13+00 45'-49' 2% '-0.30' A.C. PAVING "R" VALUE - 56.9 0.40' AGG. BASE T.I. 6.0 0.80' COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY. '~ a SECTION - McKEE ROAD � 2 STA. 10+94.63 C.STA. 16+63.16 C.L. 15R SCALE 1"=10' HORIZ. 1"=5' VERT. 14+00 R/W \--LANDS FUTURE SIDEWALK TO BE CONSTRUCTED W/ LOT 1 (LLA 08-0963) AREA 15+00 16+00 17+00 18+00 R/W 19+00 20+00 q McKEE ROAD I I 4.1 MAX-) � 21+00 W Z 0 12 22+00 L0.30' A.C. PAVING LCURB AND 0.40' AGG. BASE GUTTER 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:(CONT.), LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.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, SEE SEWER AND "R1-1" - STOP "W1-1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. "R4-7" - KEEP RIGHT "W31(CA)' - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. "R6-1" -ONE WAY "W3-3" - SIGNAL AHEAD 2. McKEE ROAD &MOUNTAIN RIDGE" ROAD - "R5-1' - DO NOT ENTER *W3-1""- 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 R26(CA)- NO PARKING W14-1 - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT 0 UNITS STANDARD PLAN RSP A88A CASE A. 0.40 AGGREGATE BASE OVER 0.80 COMPACTED "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY "R81(CA)" - BIKE LANE 'W1-7" - DOUBLE ARROW TR3 T�5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. PER C.O.B. STD. ST -9. "R7-9" - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE „R3-7""- RIGHT LANE MUST TURN RIGHT I(1 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. R61-5 - LEFT/RIGHT/THRU SIGN ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED -- 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 ITEM OF WORK - SEE SCHEDULE ® COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O GUTTER LIP TO A DEPTH OF 12". 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PER OUBTSID. SOT�4.M(UNLESS OWIDTH 1HE WISE NOTED) AY W/S WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 0--r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. Q 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. s SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS 4 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 LEFT OR RIGHT AS APPLICABLE ® PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21 C-19. a CALTRANS TYPE V11 ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 4. SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ® A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE '� "STOP" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7 PROJECTPRIOR SHALL VERIFY THAPAVING, THE IT CONDIGN ITIONS RNEER EMAIN NE TRACT BOUNDARY THE AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS UNIT BOUNDARY CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3, WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD ww* t> _f, -t> A EXISTING STRIPING AND MARKINGS, TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN - -DIKE- DIKE- - EXIST. A.C. DIKE 2� /'�___�..� SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 0 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED O 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 EDITION. STANDARD SPECIFICATION SECTION 84, 2010 ED 23+00 I -LANDSCAPE AREA BEGIN SIDEWALK CONSTRUCTION A 0 UNIT BOUNDARY - STA. 16+63.16, C.L. 360 356 352 344 340 24+00 (,t �J IT 3 c5 N RMAUM 1,0 P v 3���� REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: / 4 A �441 v MAI N SHAW C. E. IV DATE R.C.E. 32178 EXP. 12/31/16 rn O 0) �Q � O z 00 U Qf 111 O Q J 1 w U to w00 w co 0 V) N of W Y Q M 0 1� m< Z J o. Z O o O 0 W O 2 � O U Z H co N p N W v U O 0 1•- LU 0 Q _O () N � U n = Q x !E LU uj W CXv)ux Y O z Go �o O W I O cl O Lq T a o Z rmZ_zZ 3�O PE M ' w � Q J 00 w i j a N 0 ujcn M W cn M LLI r` M Ad Woo N w co Q F o V�- IT J >; W J I�O WW > _j W to W �•ir W W opJ W O F- O =' li -� � d r` J + a N +CID• m^ > > M U J �' Q' + W J Wco + m �+ i N uj Cvii te, rcj 1 Z.F ��jQ � Wv~i oan OXIMAITME11N to c) Q GRO�JND ®C NTTRLIN ``' °D - - - - - - - - - - - S=O. \ 1% S= 0.25% - - - - - - _ i = 0.51 $=1.9 - -- -- -- - - - - � S= .25% N OD - -- -- -. -- _ -- S=-0.25'--- ROPOS SOUTH a0 00 °O r7 OWUNE FLOWLINE on uj �J Z M " J J r7 M d 4 4 > W > w > w w -' j N ¢ W W Lu 4 d � N � M 45'-61' LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F. C. FACE OF CURB R/W RIGHT-OF-WAY TOD TOP OF DIKE AQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. --C:>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -1 -o- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -1 SECTION DESIGNATION: SECTION LETTER k- -- -- A _2 SHEET WHERE SEC11ON IS SHOWN 11+00 EXIST. 12+00 q McKEE ROAD I I o`IW I 4:1 13+00 45'-49' 2% '-0.30' A.C. PAVING "R" VALUE - 56.9 0.40' AGG. BASE T.I. 6.0 0.80' COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY. '~ a SECTION - McKEE ROAD � 2 STA. 10+94.63 C.STA. 16+63.16 C.L. 15R SCALE 1"=10' HORIZ. 1"=5' VERT. 14+00 R/W \--LANDS FUTURE SIDEWALK TO BE CONSTRUCTED W/ LOT 1 (LLA 08-0963) AREA 15+00 16+00 17+00 18+00 R/W 19+00 20+00 q McKEE ROAD I I 4.1 MAX-) � 21+00 W Z 0 12 22+00 L0.30' A.C. PAVING LCURB AND 0.40' AGG. BASE GUTTER 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:(CONT.), LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.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, SEE SEWER AND "R1-1" - STOP "W1-1" - CURVE ARROW STORM DRAIN PLANS FOR DETAILS. "R4-7" - KEEP RIGHT "W31(CA)' - END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. "R6-1" -ONE WAY "W3-3" - SIGNAL AHEAD 2. McKEE ROAD &MOUNTAIN RIDGE" ROAD - "R5-1' - DO NOT ENTER *W3-1""- 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 R26(CA)- NO PARKING W14-1 - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT 0 UNITS STANDARD PLAN RSP A88A CASE A. 0.40 AGGREGATE BASE OVER 0.80 COMPACTED "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY "R81(CA)" - BIKE LANE 'W1-7" - DOUBLE ARROW TR3 T�5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. PER C.O.B. STD. ST -9. "R7-9" - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE „R3-7""- RIGHT LANE MUST TURN RIGHT I(1 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. R61-5 - LEFT/RIGHT/THRU SIGN ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED -- 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 ITEM OF WORK - SEE SCHEDULE ® COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O GUTTER LIP TO A DEPTH OF 12". 4. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PER OUBTSID. SOT�4.M(UNLESS OWIDTH 1HE WISE NOTED) AY W/S WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 0--r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. Q 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. s SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCTION OF ADJACENT UNIT. s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS 4 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 LEFT OR RIGHT AS APPLICABLE ® PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. STANDARD SPECIFICATION 8010-21 C-19. a CALTRANS TYPE V11 ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 4. SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ® A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE '� "STOP" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. 7 PROJECTPRIOR SHALL VERIFY THAPAVING, THE IT CONDIGN ITIONS RNEER EMAIN NE TRACT BOUNDARY THE AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS UNIT BOUNDARY CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3, WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD ww* t> _f, -t> A EXISTING STRIPING AND MARKINGS, TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN - -DIKE- DIKE- - EXIST. A.C. DIKE 2� /'�___�..� SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 0 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED O 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 EDITION. STANDARD SPECIFICATION SECTION 84, 2010 ED 23+00 I -LANDSCAPE AREA BEGIN SIDEWALK CONSTRUCTION A 0 UNIT BOUNDARY - STA. 16+63.16, C.L. 360 356 352 344 340 24+00 (,t �J IT 3 c5 N RMAUM 1,0 P v 3���� REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: / 4 A �441 v MAI N SHAW C. E. IV DATE R.C.E. 32178 EXP. 12/31/16 rn O 0) �Q � O z 00 U Qf 111 O Q J 1 w U to w00 w co 0 V) N of W Y Q M 0 1� m< Z J o. Z O o O 0 W O � O U Z H co N p N W v U O 0 1•- LU 0 Q _O () U U n = Q x !E LU uj W CXv)ux Y O z Go �o O W I O cl O Lq T a o Z rmZ_zZ 3�O PE M WV w � Q J w i j a N 0 ujcn W cn LLI r` Woo N w co Q o Z J o. O o O 0 O � O H co p N W v 0 1•- LU 0 Q x 0 n Q x !E LU uj W Y O z Go O W I O cl O a T a o Z PE M J 0 r/ 1 J Ln I Q, I It z o I EXIST. R/W�( fc Ic ---------- -- ----_ _ _ Lli Ld C a U) \ S89ro2'4s„E LIJ 24+00 1 25+00 Ld s -�---- S 1 .4 1 PROPOSED BI SEE WALL PL 2 1 DETAILS MO I I Q CO Q o0 43' �---J 42 ' 41 _Z o o I I m En 362 360 358 356 354 352 350 348 346 344 342 340 t A t I APPROXIMATE LOCATION i OF EXIST. INTERCONNECT CONDUIT Ic lc_ IST. CURB & GUTTER 26+00 A 345.77' 27,+00 15" SEWER 5 WALL \-PA I FOR i I I 40 1 39 I I I 1 I i rnrn + + N N Q Q W C7 D 11 11 0 rY J CU cim W ��' r > >r J��i. Wil, f �J. J/r �Q uinT 1\ A C �' 6 J 3 2 GOLD RIDGE WAY v� W O� fl I v q {f Z n II I! JJ E + m M zto o ^ { I \� APPROXIMATE LOCATION z { i zCi �' �� \ 0 r 0 1 OF EXIST. IN CONNECT u m N , +t t EX. STREET CONDUIT / Lo Co EX. STREET j� EXIST. R/W / I w M r i RI -1 W �N LIGHT �, t \SIGN _\_' \-- -_\_� __\__ ___(-__ __ __ - - __ __ - -- ,� it ++ Nom\ - - - ,_.�_-___.. -�_- i \ \ __ IC fC IC W co iC----- ----------- ------------ - is { TR Ic IC Ic --- ---=_______________________---------__--___---------------_____ INSTALL 2 - 3" -------------- --- in 1- �-EXIST. CURB &GUTTER TRAFFIC SIGNAL CONDUIT { AST. EDGE OF PAVEMENT 74.'46440r 37+oO - 35+00 ... $89'02'46"E .. Z:�31+00 $89'0246E 32+00 ��� i33+00 / 34+001 '/� ,tet - - -i--- $89'02'46" 151.70' .3 +ooa,.,.,. ,�..f..F. ,� ..�� F�c.y�..�....F.. � �r �- 6+0 e 28+00 \ © -------- _.-__ --- - ~-- EXIST15" SEWER 1 5 \� S -� S0 S S 1' s t----! EXIST.sl5" SEWER RELOCATE EXIST. �' 1 4 �� i STREET SIGN 3 Ic n>--'- - 3 O - -- -- Oyy-11c�;g 3 I -- -- -- -- -- -- -LD -- -- - -- -- -- - -- -- Rt -1 1 oz r, 8 634H3 PROPOSED BLO K WALL I / am1 I I I SEE WALL PLAN FOR I I C) WI ,11 ; n i 1 i DETAILS r'! I I I ; / �3W`' =a �\ Ci i n ^{ II ' cn o �o I o I I 11 Q1 �� 101 I I I o I I M J I Y o I I I M I I 1 ( // Clo X c� I, { ,III Z III 1 1 1 32 31 I 30 1 29 . Wl h► { III I III1 , 1 I 34 33 �� �* M 48 'III I III n^ 38 37 36 35 Y / 28 V 045' 45' 1{ I I I � 20' III .c;.c; Z r- o I I I w m l I I / } v L 4. 3 20 I m rn I p 1 ( �'� I I I cc o o I 3 1 11 100 I li�\--li I + + 1= a o 1 m + + 1 (" C" S Ln { 1 1130 30 11 1 N N PANDLE WAY 1 W N SEE SHEET 13 CURVE TABLE CURVE RADIUS LENGTH I TANGENT I DELTA 1 30.00' 47.12' 30.00' 1 90'00'00" 2 30.00' 46.89' 29.76' 1 89'32'46" 0 ro I En + o+ 1 coo N. - Z_ QQ cO cn cn I 1 McKEE ROAD (STA. 24+00.00 TO STA. 36+45.99) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL W MM ' QC.7 IQQ ow 24+00 25+00 26+00 27+00 LZS+UU Lz7TVV I w- - ]ST. R� , McKEE ROAD 45 45,1 3> R 1 34, 8, 6,1 1 1 z PROPOSED a 1 BLOCK WALL 1 W I 6' 1 1 Zdl I Z W I JW;9 ti9° P X3I 1 1 0 3zl � 1 EXISTING PAVEMENT 2% ; 2% 2% 0.30' A.C. PAVING 1 4 LANDSCAPE AREA III "R' VALUE - 56.9 0.40' AGG. BASE T.I. - 6.0 0.80' COMPACTED O.G. TO 95% MAX. RELATIVE DENSITY. SECTION - McKEE ROAD STA 24+00.00 C.L. STA. 35+82.50 C.L. 16R SCALE 1"=10' HORIZ. 1"=5' VERT. c' Iq IQ 13-11 C-4 cli co �� �+ =Z N m m MM MM + co FQ- Fa- Z FQ- FQ-• m m �� W WEn Q 1 11 MOUNTAIN RIDGE DRIIVE SEE SHEET 17 33+00 34+00 35+00 LEGEND: LEGEND: (CONT.) LEGEND: (CONT. CONSTRUCTION NOTES: NOTES: Rt -1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.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, SEE SEWER AND ABBREVIATIONS i " r r O STORM DRAIN PLANS FOR DETAILS. F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "Rt -1 -STOP rWW31( CA)" -END -CURVE ARROW 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 - C.L. CENTERUNE BVC BEGIN VERTICAL CURVE R4-7" - KEEP RIGHT VERTICAL CURVE "R6-1" -ONE WAY *W3-3� ELEV ELEVATION EVC END VE BCR BEGIN CURB RETURN PI POINT R INTERSECTION "R5-1" - DO NOT ENTER W3-1 - STOP AHEAD O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED "R26(CA)" - NO PARKING "Wt4-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT 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 r R3 -5R -RIGHT TURN ONLY "WI4-2" - NO OUTLET TR3 TR5 T s ® 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 EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW o FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT "R7-9 - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3=No. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R3-7" - RIGHT LANE MUST TURN RIGHT (11CURVE NUMBER FOR CURVE DESCRIPTION O RTENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED OF VERTICAL CURVE FC FINISH CONCRETE "R61-5" - LEFT/RIGHT/THRU SIGN F.O.C. FACE CURB R/W RIGHT-OF-WAY O1 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 COD) TOP OF DIKE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. - - o EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q ITEM OF WORK -SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12". FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" ® STORM DRAIN MANHOLE - PER C.D.B. STD. ST -4. (UNLESS OTHERWISE NOTED) a EXISTING SURVEY MONUMENT O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ��� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. CAL -TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS � LEFT OR RIGHT AS APPLICABLE ® STANDARD SPECIFICATION 8010-21C-19. -O- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS Q� CALTRANS TYPE VII ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. � FURNISH &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 ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "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 ST®P IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTION DESIGNATION: .. TRACT BOUNDARY sEC�a� LETTER AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS 10 CONSTRUCT 1$' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD .- •- UNIT BOUNDARY CONDITIONS BE CHANGED, A REVISED STRIPING PLAN _ A EXISTING STRIPING AND MARKINGS TYPICAL PER C.O.B. STD. ST -4. SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 2 - --DIKE - -DIKE- -EXIST. A C. DIKE Q Q•'S ALL - 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATE CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. SHEET WHERE SECTION IS SHOWN 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 STANDARD SPECIFICATION ON SECTION 84, 2010 ED. 1)0tuu 362 360 358 356 354 352 350 348 346 344 342 340 Oqf?-71tfp VST +..Ig 0#JL� REMSION APPROVED BY: ROG A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION fJ APPROVED BY: ' MAR AN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 0 H 0) Q Q o o 't z LL- Ld .L- I Q J w�00 o w co co 0 cin N of Ld Y Q m m 0) 13-11 IL • N m t6 + co � O 0 V w W cc Q as a mo N L u Lu ~ W z z 0 I- rccV Q z go L o 0 U U v > + V) d. Y W N ti m - W U 1 V)i m o 1 N S x i v �-I � z z 1�}}�. N + 00 Q 1 �I Z�z L0 J N Z iF O «iii ILI M O F -I o FQ- 3 a N wj C) Z �p � - - S= O.51% oa-i; Ea M N FMUTH LLI El WC3 ss O O to it it J W W N t0 t0 � a rn 33+00 34+00 35+00 LEGEND: LEGEND: (CONT.) LEGEND: (CONT. CONSTRUCTION NOTES: NOTES: Rt -1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.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, SEE SEWER AND ABBREVIATIONS i " r r O STORM DRAIN PLANS FOR DETAILS. F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "Rt -1 -STOP rWW31( CA)" -END -CURVE ARROW 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 - C.L. CENTERUNE BVC BEGIN VERTICAL CURVE R4-7" - KEEP RIGHT VERTICAL CURVE "R6-1" -ONE WAY *W3-3� ELEV ELEVATION EVC END VE BCR BEGIN CURB RETURN PI POINT R INTERSECTION "R5-1" - DO NOT ENTER W3-1 - STOP AHEAD O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED "R26(CA)" - NO PARKING "Wt4-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT 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 r R3 -5R -RIGHT TURN ONLY "WI4-2" - NO OUTLET TR3 TR5 T s ® 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 EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W1-7" - DOUBLE ARROW o FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT "R7-9 - NO PARKING/BIKE LANE "W1-6" - SINGLE ARROW TR3=No. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R3-7" - RIGHT LANE MUST TURN RIGHT (11CURVE NUMBER FOR CURVE DESCRIPTION O RTENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED OF VERTICAL CURVE FC FINISH CONCRETE "R61-5" - LEFT/RIGHT/THRU SIGN F.O.C. FACE CURB R/W RIGHT-OF-WAY O1 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 COD) TOP OF DIKE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. - - o EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q ITEM OF WORK -SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12". FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' 4. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" ® STORM DRAIN MANHOLE - PER C.D.B. STD. ST -4. (UNLESS OTHERWISE NOTED) a EXISTING SURVEY MONUMENT O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ��� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. CAL -TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANS � LEFT OR RIGHT AS APPLICABLE ® STANDARD SPECIFICATION 8010-21C-19. -O- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS Q� CALTRANS TYPE VII ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. � FURNISH &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 ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "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 ST®P IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SECTION DESIGNATION: .. TRACT BOUNDARY sEC�a� LETTER AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS 10 CONSTRUCT 1$' BOTTOM WIDTH DRIVEWAY W/3' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD .- •- UNIT BOUNDARY CONDITIONS BE CHANGED, A REVISED STRIPING PLAN _ A EXISTING STRIPING AND MARKINGS TYPICAL PER C.O.B. STD. ST -4. SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 2 - --DIKE - -DIKE- -EXIST. A C. DIKE Q Q•'S ALL - 2 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATE CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. SHEET WHERE SECTION IS SHOWN 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 STANDARD SPECIFICATION ON SECTION 84, 2010 ED. 1)0tuu 362 360 358 356 354 352 350 348 346 344 342 340 Oqf?-71tfp VST +..Ig 0#JL� REMSION APPROVED BY: ROG A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION fJ APPROVED BY: ' MAR AN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 0 H 0) Q Q o o 't z LL- Ld .L- I Q J w�00 o w co co 0 cin N of Ld Y Q m m 0) 13-11 IL m t6 + co co Lu 2 V w W cc Q as a mo N L u Lu ~ W z z 0 I- rccV Q z go 6 Q 0 U U v > + V) d. Y I`/I N ti m - W U 1 V)i s N S x i v o z Z�z L0 J N o Q 3 a N wj C) LLJ oa-i; Ea LLI El WC3 ss it it ooh N t0 t0 0) IL m t6 + co co Lu 2 V w O cc Q as a � L u Lu ~ W 0 I- rccV Q z go 6 Q lu v > + d. � N ti m - V)i s I ac r i 364 360 356 352 Kir= 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' 9027'14" n c VNIJ 11 OYSTER ESHEET 13 1 UNT,2 VN IJ 3 30' 30'/CDN'29hi Jo ci (D I I 1 I I o I o0 1 5 I 1 0 \ / Co M� o, \ 1 26N J o 33 Y coo^pp , I I I 1 1 • ' -J J m /to in / J -1 J J J ' I U J J J J J -- >- v--} W NN �� C3� 3 (3� 41 1 I 28 Z �� wW �� 34 35 1 36 I 37 1 38 i 39 i 40 Q 1� 11. / 27 Z NN I c� CocoQ QQ Y f7M OD OD I m' I OD OD N nnW 0) o o6 o6 cD v~i v~i I I I I w CV cV I r i o o I � � m � ri wi NN 46J4H68 MM / I-I-�LLJ O nr co NN / I I W NN Z MM t / 1 FU- MMQW MM �� U PROPOSED BLOCK WALL 1 0 I PROPOSED BLOCK WALL I Q Of w Q SEE WALL PLANS FOR I I I 1 a � � I ci SEE WALL PLANS FOR U o w iQ-iQ- cn cn i I i I ca cn cn i., i W cn t-0 cn cn z o m N DETAILS 4 R/W PL I DETAILS 4 R/W P/L I - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - --- I R26CA_ -- -- -- -- -- -- -- - -- -- - -- -- - 3 R26 CA 6 CA 3 2 O -- -- -- -- -- -- -- 1 °a° 1 1 C 18" DRAIN 1 t-18" DRAIN M r' EXIST. 10" SEWER EXIST. 10" SEWER M N `r' EXIST. 10" SEWER n s- s s 5 6, T. s ��it���` s-_ s s s s - -� s -'-' 649.41 ` s s s w N00'30 00 E 24+00 25+00 2 +00 27+00 28+00 2 +00 30+00 31+00 3 +OO 33+00 318.37 34+00 3 +00 36 INSTALL 2 - 3" u I EXISTING EDGE OF PAVEMENT 5 5 � INTERCONNECT I ' I un "' CONDUIT EXISTING CURB AND GUTTER IC IC- M ,C IC- IC - IC -IC 1C 4C- IC IC W IC IC -IC IC - IC--�.-.-1C -IC C - IC - IC IC � ' IC - IC 1C+- .--.-..._--_.._..-..-..-..�---- \ / ----.-.,--.---_---_-_.-_--i---«-...-c-�--==rte..=�--a._-. �.....----...==-r�= - _=...... --r-._.. a_. --.=L _.._..--.-.=.-=x..-.--- ==•ate_.--..._- � _ __ __ - __ _ __ _ _ __ _ _ _ _ _ _ _6.34&f3_- 63467 1 [��� r I INSTALL W1-7 !+- TRA J 1\J `0 � 6290 o v I 1 REMOVE AND SALVAGE } f I I -7 I 8 9 1 C� O 1 1 MARKER 1-3 3 I 1 I I �j 1 I i i I 91 I 97 98 1 99 F 100 EXISTING BARRICADE SIGN III 20, 20, A I 1 ! C, m � } hi i I �� 93 94 95 1 I C- + i 130' 30' I I M o I 1 { N fill 11 ti _ I WHITE WHEAT AVENUE SEE TRACT N0. 6290 MOUNTAIN RIDGE DRIVE n0 J -j STREET IMPROVEMENT PLANS o 0o (STA. 23+18.34 TO STA. 36+36.71) V) + + SCALE: 1" = 50' HORIZONTAL 04 TT 1" = 5' VERTICAL Z NN 1V PSL 48' q MOUNTAIN RIDGE DRIVE 1 3' 45' I 3' LANDSCAPE LOT I 6' 34' 11' I 1 1 4 0.30' A.C. PAVING214qX p fN9MjN 2% 2% McKEE ROAD SEE SHEETS 15 & 16 48' t 1 45' I CONSTRUCTION NOTES: 34' -'m ABBREVIATIONS m 0m ! ---------------------- d CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. o W Q I FOR SEWER AND STORM DRAIN, SEE SEWER AND s Y I m U) m ! z } cls I!l 00 C.L. CENTERLINE BVC BEGIN VERTICAL CURVE 4 "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT INSTALL 2 - 3� CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. INTERCONNECT CONDUIT McKEE ROAD &MOUNTAIN RIDGE ROAD - INTERSECTION ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION STA. 36+36.71 C.L., MT. RIDGE ROAD= -ONE WAY �W3-3" -SIGNAL AHEAD " " W3 R5-1 - DO NOT ENTER -1" -STOP AHEAD STA. 36+45.99 C.L., McKEE RD. -oO CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL INSTALL W1-7 WITH PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER OM1 -3 MARKER 27. UNDER CONSTRUCTION PER TRACT 6290 �� ����� IMPROVEMENT PLANS SIDEWALK CURB & GUTTER 0.40' AGA. BASE 'R' VALUE - 56.9 0.80' COMPACTED O.G. TO T.I. 6.0 95% RELATIVE DENSITY. SECTION - MOUNTAIN RIDGE ROAD D SCALE 1"=10' HORIZ. 17 1"=5' VERT. 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 LEGEND: LEGEND: (CONT.) w LEGEND: (CONT.) N CONSTRUCTION NOTES: NOTES: N ABBREVIATIONS R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE10 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 w > cls 00 C.L. CENTERLINE BVC BEGIN VERTICAL CURVE W "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - ELEV BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION o -ONE WAY �W3-3" -SIGNAL AHEAD " " W3 R5-1 - DO NOT ENTER -1" -STOP AHEAD w FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER �R ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IC FURNISH &INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC SEE ENTEXMES "R3 -5R" -RIGHT TURN ONLY "Wt4-2" - NO OUTLET "R81(CA)" " TGs Tgs Tgs Q O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB - BIKE LANE W1 -7M _ DOUBLE ARROW "R7-9 co FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR CT NO. 901) 1 PER C.O.B. STD. ST -9. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ti NO PARKING/BIKE LANE "W1-6 SINGLE ARROW N TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �a 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 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 = N 0 � OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED o � -- o EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Ot 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 O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. a STREET APROVEMENT PLANS ACT NO 6491 EXISTING SURVEY MONUMENTGUTTER C7 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS cs 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' M 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 � m FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANSrT+ M j BIKE LANE MARKINGS PER CAL -TRANS STANDARDS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. > --0- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS V LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. EE) FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - a. > "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN W ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. Ca SECTION DESIGNATION: • -� - � � - � � TRACT BOUNDARY "AHEAD" O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LETTER UNIT BOUNDARY �A® MEAD MARKING PER CAL -TRANS STANDARDS J W IS TO GO FROM FLOWLINE TO FLOWLINE. 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE ->-> PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE w w A> EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD cr_ 2 00 m PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN Hm NOTE. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS M SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 J W SHEET WHERE SECTION IS SHOWN p W DAYS PRIOR TO PAVING. F O N � TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND Q _ O ^ 01 ^ W 0 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. O c} r7 N X aD Irn j U j J -T u. O O J 4' ,O th j N M W ---! ti m m W O ,c� JQ 06 Go M fx m -� + J J M N W J > LL: pry W W + Qin W J N �a I 1 �M = JN EF j J OCA' Q M M wN O > Q U' m N Cj ~ QW m Q Q H U U LJ N Q Of � m 00 + n N r,3 N o PROPOSED ST W m z o m CE n Lu r -M U > FLO INE PR POSED ST C3 F 43N S=0.99 S=-0.26% S=v 1 N - - % int, Vc;lfi kPPROXIM WG_ INE «i Lo t[7 to m 6%, PLAN ROUND CENTER pR J J J J J J J J EES I w w w W w W w w d 4 d 4 M M M 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 47) 0 M M o z o0 d - z oL I Q J Ld W U 000 wco o ul 1_.- N jr w Y Q m 364 360 356 352 348 344 oqf -lf lk U141'r 4--s' Q viL7 ok-0-12< u, IT 3 N L -Y /.g -13 N M ��ZR unuE C D vK4A1'W 1, N-- >_ LEGEND: LEGEND: (CONT.) w LEGEND: (CONT.) N CONSTRUCTION NOTES: NOTES: N ABBREVIATIONS R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE10 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 w > cls STORM DRAIN PLANS FOR DETAILS. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE W "R4-7" - KEEP RIGHT "W31(CA)" - END "R6-1" TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - ELEV BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION o -ONE WAY �W3-3" -SIGNAL AHEAD " " W3 R5-1 - DO NOT ENTER -1" -STOP AHEAD w FURNISH &INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER �R ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET IC FURNISH &INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. 0.40' AGGREGATE BASE OVER 0.80' COMPACTED BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE FE "R3 -5R" -RIGHT TURN ONLY "Wt4-2" - NO OUTLET "R81(CA)" " TGs Tgs Tgs Q O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY EC END CURVE TC TOP OF CURB - BIKE LANE W1 -7M _ DOUBLE ARROW "R7-9 co 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 ti NO PARKING/BIKE LANE "W1-6 SINGLE ARROW N 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 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 = N 0 � OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED o � -- o EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Ot 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 O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. a LIP TO A DEPTH OF 12". EXISTING SURVEY MONUMENTGUTTER C7 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 � m FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s EXISTING SEWER -REFER TO SEWER &STORM DRAIN PLANSrT+ 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. --0- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CAL -TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS V LEFT OR RIGHT AS APPLICABLE 8 O STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. EE) FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - a. STOP "STOP" MARKING PER CAL -TRANS STANDARDS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. Ca SECTION DESIGNATION: • -� - � � - � � TRACT BOUNDARY "AHEAD" O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE SECTION LETTER UNIT BOUNDARY �A® MEAD 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 w w A> EXISTING STRIPING AND MARKINGS, TYPICAL 10 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/' WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD cr_ 2 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 SHEET WHERE SECTION IS SHOWN p ALL PERMANENT STRIPING & PAVEMENT MARKINGS NTH (T) SHALL BE STRIPING TAPE (SSP) OR DAYS PRIOR TO PAVING. F O N � TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND Q O O STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS 0 STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 36+00 47) 0 M M o z o0 d - z oL I Q J Ld W U 000 wco o ul 1_.- N jr w Y Q m 364 360 356 352 348 344 oqf -lf lk U141'r 4--s' Q viL7 ok-0-12< u, IT 3 N L -Y /.g -13 N M ��ZR unuE C D vK4A1'W 1, N-- >_ J J w W N oc dJ N v_ in Q U} r `+� w > cls M W V Q o w co V -0 Z FE C) Q M Z w o co V = + _O V) ti Y N m a > Z w co) o w = N 0 � o � U J 0 a U a C7 z cn � m Q O < V >Of W - a. 0 Ca co ->-> w w cr_ Of O p F O N � Q O O 0 I --&7:/S7 z � w W N oc dJ N v_ Z O r `+� w > cls M W V Q o Lucp co -0 X FE z Q M Z w Zr co V = + ti N m a Z co) o N 0 � o J 0 a U a I --&7:/S7 � w W N r N v_ LL 0 I --&7:/S7 FAI McKEE ROAD SEE SHEETS 15R & 16R FOR STREET IMPROVEMENT PLANS SEE SHEET 19R FOR STRIPING PLANS CL INTERSECTION t STA. 36+38.11 C.L., ASHE RD.= 14 STA. 10+00.00 C.L. McKEE RD. END REMOVAL EXIST. DETAIL 27B/ BEGIN REMOVAL EXIST. DETAIL 27B/ BEGIN NEW DETAIL 38 END NEW DETAIL 38 END NEW DETAIL 27B-E.C. BEGIN NEW DETAIL 27B TAPER STA. 33+69.58, C.L. 25.00LT. STA. 35+69.57, i�,•'h STA. 36+80.80, C.L.25.00LT. ADDITIONAL CONSTRUCTION NOTES: STA. 32+49.58, C.L. 25.00LT. C.L. 25.00LT. / / ��� EXIST. R/W- -EXIST. DETAIL 39 TO REMAIN ^ , - - 5_ 17 NEW1� REMOVE PORTION OF EXIST. LIMIT LINE. - DETAIL 27B 13 NEW TRAFFIC SIGN - SEE LEGEND. EXIST. DETAIL 27B TO REMAIN CL TRAVEL WAY EXIST. DETAIL 22 TO REMAIN t 5 14 14 REMOVE PORTION OF EXISTING STRIPING. - - - - - - - - - - - - - - - - - - 15 EXISTING PAVEMENT MARKING TO REMAIN. o NEW DETAIL 38 16 - �R - - -OtK€= - - -_- � - -DIK€-- - 16 NEW PAVEMENT MARKING - SEE LEGEND. _ EXIST. MEDIAN CURB 35+00 TR5 36+00 37+0 -�- EXISf.-A. C. DIKE 38+00 �- - - _ _ - - _ =-TO REMAIN--- _- - _--- NEW 2+00 L_ 3+00 34++ _ _ _ _ __ _-__ -EXISTING STRIPING TO REMAIN DETAIL 276NEW 120 x 12 TAPER 13 16 �� ASHE ROAD END END NEREMOVAL E p EXIST A.C. DIKE/ 1 g REMOVE EXISTING PAVEMENT MARKING. EXIST. DIRT END NEW DETAIL 27B TAPER BEGIN REMOVAL EXIST. A.C. DIKE/ t GRADE O _ _ _ - - - - - STA_ 33+69_58, C.L. 13.00LT. - - - �D� OF PAVEMENT - - - - _Rl'l BREAK STA. 36+80.32, 2' �12.48LT. REMOVE EXISTING PAVEMENT MARKING AND _-E.P._...ELEV._ x,349.$2' a _ - - 19 - - - - STA. 35+62.06, C.L. 13.00LT. _ TN Au- _ _ _ - - _ - MATCH EXIST. REPLACE WITH NEW PAVEMENT 'MARKING FUTURE CURB & GUTTER 2 - 3" '� NEW E.P. WITH TRAFFIC � UNIT 3 CONSTRUCTION Q � 60' WIDE EASEMENT- (SEE LEGEND). EDGE OF PAVEMENT RIGHTS OF THE PUBLIC AS (TO BE CONSTRUCTED HATH UNIT 4) WITH UNIT 3 CONDUIT oSIGNAL - - - - - - ` TO ANY PORTION OF THE LAND ©0 REMOVE/RELOCATE EXISTING PAVEMENT i TR a M fj _ THE AREA CLYING OMMONLYIKNO AS ASHE ROAD MARKINGS AS REQUIRED FOR RELOCATED `- -- -_ -- - - PUMP METER x - w -i % N' Ew E.P. (COUNTY ROAD No. 199). CROSSWALK/LIMIT LINES (TYPICAL). RIGHTS OF THE PUBLIC AS - - Pao TO ANY PORTION OF THE LAND --- -- -- • -- �- I\ w U^ / STA. 36+66.85, C.L. 0.96RI 21 REMOVE EXISTING LIMIT LINE. LYING WITHIN THE AREA FUTURE SIDEWALK TO EX. 6 HIGH CLF W �ATS� RE \ � ?Ln E.P. ELEV. 349.80' COMMONLY KNOWN AS ASHE ROAD TRACT BOUNDARY LOT 1 BE CONSTRUCTED W/ REDTO WO D SLATED PUMP Z rr:n II FD. K.C.S. 2" B.C. DOWN 24" (COUNTY ROAD No. 199). L.L.A. N0. 08-0963 LOT 1 (LLA 08-0963) CONCRETE PAD"ASSEMBLY a +> II FOR W. 1/4 COR. SEC. 34, 30/27 PER CERTIFICATE EX. SEWER MAINTENANCE DOOR nw II I PER R/S BK. 15, PG. 178 UNT 5 OF COMPLIANCE FILED AS LIFT STATION FUTURE a NW 3I -FUTURE R/W 7 i DOC. NO. 0209001613, O.R. HANDICAP RAMP I I (NOT A PART) SEE MCKEE ROA15R& 16R FUTURE CURB & GUTTER SHEASHE R FOR STREET IMPROVEMENT PLANS SEE SHEET 19R (TO BE CONSTRUCTED WITH UNIT 3) FOR STRIPING PLANS (STA. 32+00.00 TO STA. 36+38.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL II0IIGaAIYT�d OYSTER WAY McKEE ROAD SEE SHEETS 15R & 16R UNT FOR STREET IMPROVEMENT PLANS ^ SEE SHEET PL SEE SHEET 13 ,, 111 L FOR STRIPING PLANS I__: _ 3°0 200' \\\ 2 , 11 ��\ C> / ( 26 J o 35 o o J o 1O 33 \ M M Cp� cliM .� I I I I I I U ( I ( M 41 1 �\ �� 27 N" ' wN ,� 28 N M �� JN 00 .; 34 J Mr- I 35 I 36 1 37 1 38 1 39 I 40 N I -* I J o M J ` J CY)Z Coco LUo6 c6 oW i / 'y`b W + I I I ( 1 I J ( o I N \ $ , a~LLJ °' ww + '`J M Cr) m CL ++ Z_V N / h� O N W O Z 0 I'') \\ / w0M 1 F -U M 0 Q = NN U~ / �/ X� Z ( I I I ( O N Lm Z 1 �Z Z Z H LLa wa '- REMOVE AND SALVAGE / O °` a ( I c� a o M a 0 5 d W� A a d MM BARRICADE SIGN o ry m v~i I 1 1 1 I I z I m v~i Z W �- w m Iin .- BARRICADE W 2 ,`� I I I ( I I w U) 4 R/W w m t 4 R/WR26(CA)-- -- ,rte' 634H 8 _ 3 CA2 al EE, 6-4-7 - - 26 - - - - - 26 CA O 3 4 R A 1R2634H5 EXIST. DETAIL 32 INSTALL Wt -7 1 .4, M (L MOUNTAIN RIDGE DRIVE/ L PER TR. 6491 WITH OM1 -3 EXIST. EDGE OF PAVEMENT NDETAIL 29 16 DETAIL 22-\16 TO REMAIN DETAIL 32 MARKER DETAIL 32 DETAIL 32 ki �) 24+00 25+00 "26+00 27+00 28+00 29+00 30+00 31+00 32+00 +00 +0d 14 35+00 EXIST. DETAIL 22 EXIST. DETAIL 22 M TO BE REMOVED -XIST. DETAIL 22 - - - - PLACEGS IN NEW PAVEMENT - - DET 38 -� "= " ,.4F RNFW_LANE No 1 TER - 3 - - - Of - i TO BE REMOVED_ i TO BE REMOVED _ EXISTING CURB AND GUTTER ir 41WTAI _______====-r==-==________=__==--__--_- - -__ _--_ _ _ __ _-_ -- -- _ _-_--__- __ __- _ _-- _ -- _ --_--_ =--__ _-_ -- ___._--_ - - -- - - - - \ _ - -- _ _ - c - - _- - M - - 'c - - - -_ - - - = - = _ _ _ _ -�- - - - e- _ - - s - - _ - c _ _M c T - _ - _'c _ _ _c _ - -- _ _� 6 3468 _ _ - - - - _ 7 -1---_ -_ ��i - - _ - - - - - L W1-7 -REMOVED EXIST. I EXIST. CURB AND GUTTER ` I J� 63467 EXIST. PAVEMENT Tix u WITH OM1 -3 { PAVEMENT MARKINGS rn o ~ o0 0 I 1 MARKINGS TO 1 o o MARKER I � O a6 Of O I ( N cp O N o o yJ�( BE REMOVED I o I i I I r I I � to { a v M co C> ; i i I I `o I LU 0� I `� I 1 I 1 I 1 Q_j 1 O oo r J !1 20' I 20' 11 I o �g ' U �Ln of � N U NO U o J / U U m� M f ---�-- I �7 90 n N� �� g2 M 93 g4 95 96 { 97 g8 M�� 99 �� I ri Mo rn 1 f 30' 30' I1 ' J 1 ,.� , o _j 0 Jw r> coo P -: q U M I r- co I r f l lire od a a+ J a+ Q co '� N Q- M U --I J W+ R W W+ WHITE WHEAT AVENUE N_ Civ 0 �� J �\ J J 0 o� M a co W M W M C3 N a + SEE TRACT N0. 6290 '� ,� o N Z '� `� cw-i�' ZU o STREET IMPROVEMENT -� M� Z Z w+ w+ o 0 W Q 1a- N PLANS H N U S O m N W m N Z M Z '". iw W Z EEn Z F Ln W N M Cn Z O N W N O+i+ W la- W H W (n Z N m In m In M N Z in'n LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY 01 TOP OF DIKE FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -� FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. SECTION DESIGNATION: SECTION LETTER IL -- -- A _2 SHEET WHM SECTION IS SHOW MOUNTAIN RIDGE DRIVE (STA. 23+18.34 TO STA. 36+36.71) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL S• LEGEND: (COQ LEGEND: (CONT.) CONSTRUCTION NOTES: 04 RI -1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT OMIT UNE 10 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN, SEE SEWER AND i STORM DRAIN PLANS FOR DETAILS. "R1-1" - STOP "WI -1" - CURVE ARROW » TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT . McKEE ROAD & MOUNTAIN RIDGE ROAD - R4-7 - KEEP RIGHT "W31(CA)" - END 2 CONSTRUCT 4. 5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2 "R6-1" - ONE WAY *W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R5-1" - DO NOT ENTER W3-1" - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0/Z?/lf, "R26(CA)" - NO PARKING "WI4-1" - NOT A THROUGH STREET Ic Q 0.40' AGGREGATE BASE OVER 0.80' COMPACTED ( / FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY "R3 -5R" - RIGHT TURN ONLY "W14-2" - NO OUTLET "R81(CA)" - BIKE LANE "WI -7" - DOUBLE ARROW Tf'3 TR5 T�6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 5.5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. PER C.O.B. STD. ST -9. » R7-9» - NO PARKING/BIKE LANE "WI -6" - SINGLE ARROW TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE V� 1T 010LR3-7 - 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. "R61-5" - LEFT/IRIGHT/THRU SIGN O ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED 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 -- v STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. � -- o EXISTING STORM DRAIN - 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" 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 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 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LEFT OR RIGHT AS APPLICABLE s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS CAL -TRANS TYPE IV ARROW O CONSTRUCTION OF ADJACENT UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS $ STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. s Q(% LU NN i rd Y: I i Z Q LU � o li A .Z7 / 4 Y U r I McKEE ROAD SEE SHEETS 15R & 16R j FOR STREET IMPROVEMENT PLANS SEE SHEET 19R FOR STRIPING PLANS d + Q W O N o O d N Q W C3 X C3 LLJ j N or J W + 9 M 0 0+0 Z M M rt w M tr w 4 o Q mcn wv~i 646 -os-v%lr tA4 lT 3 o&/Ly SEWER MANHOLE - REFER SEWER & STORM RM DRAIN PLANS. Q CALTRANS TYPE VII ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. REVISION AS APPLICABLE, TO BE PAINTED INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN APPROVED BY: ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. "STOP" MARKING PER CAL -TRANS STANDARDS O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE ROGER A. MCINTOSH DATE • • • . TRACT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. R.C.E. 33322 EXP. 06/30/16 A�iCA® "AHEAD" MARKING PER CAL -TRANS STANDARDS � � PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE UNIT BOUNDARY 10 CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS SAME AS SHOWN IN THE APPROVED PLANS. SHOULD owl -t> -t> EXISTING STRIPING AND MARKINGS, TYPICAL PER C.O.B. STD. ST -4. CONDITIONS BE CHANGED, A REVISED STRIPING PLAN ---pIKE- OIKt- -EXIST. AC. DIKE Q --���_.�.■.,� �.rrr�•-'�r� SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 REVISION NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. APPROVED BY: ' WITH (T) SHALL BE STRIPING TAPE (SSP) OR 11 PER C.O.B. STD. ST -2 REVISED 6-2-99). M IAN SHAW C. IV DATE ALL PERMANENT STRIPING &PAVEMENT MARKINGS WATERBOURNE PAINT. ALL OTHER STRIPING AND ST ( ) R. .E. 32178 EXP. 12/31/16 BE THERMOPLASTIC PAINT PER NS STANDARD SPECIFICATION ON SECTIONON 84 84, , MARKING SHALL BE THERMOPLASTIC PER CALTRANS SPECIFICATION ON SECTION 84, 2010 ED. 2010 EDITION. -Abu. rn 0 rn �Q�r 0 0 60 Z tL I Q J W LLJ U OD w Ca N af w Y a m M Q(% LU NN rd Y: Z Q LU � o Z W a O Go O LU v Z Z W � Eu F LU Q Q x ~ a a io :3 (:f X �Z z � W F_ CL rn V_ 00 C5 Z Z CO Z (500 r - V O 5 �a V) SW �0 m Y I Y Z a:z z W o 'A V/ M M N U (� J ir= =D ME 0 U z�Clw J r ED Z a O z �z� o C) S S > S W W M W Oc W FY 000� 471 W N O cc p t0000M I LU rd Y: Z Q LU Go O LU v Z Z � Eu F LU Q Q x ~ a io :3 (:f X �Z W F_ CL F V_ Z Z CO W a V 0 �a �0 m a:z z W o 'A V/ M M F- Q J 0 U I NEW DETAIL 22 CURB & GUTTER in X w O i- 0 c c c z _c W O W W U) - I - W - z J N T N U w w 0 QI w z J LINE TABLE LINE I BEARING DISTANCE L1 S89'02'46"E 145.99' 2 1000.00 67.35' 3 1000.00 21.02' LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.Q.C. FACE OF CURB R/W RIGHT-OF-WAY ) TOP OF DIKE [� FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. <>-- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -0- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SECTION DESIGNATION: SECTION LETTER _2 SHEET WERE SECTION IS SHOMM \ m ASHE ROAD SEE SHEET 14R2 FOR STREET IMPROVEMENT PLANS SEE SHEET 18R2 FOR STRIPING PLANS ADDITIONAL CONSTRUCTION NOTES: 1© REMOVE PORTION OF EXIST. LIMIT LINE. NEW TRAFFIC SIGN - SEE LEGEND. 14 REMOVE PORTION OF EXISTING STRIPING. 15 EXISTING PAVEMENT MARKING TO REMAIN. 16 NEW PAVEMENT MARKING - SEE LEGEND. EXISTING STRIPING TO REMAIN 1g REMOVE EXISTING PAVEMENT MARKING. 19 REMOVE EXISTING PAVEMENT MARKING AND REPLACE WITH NEW PAVEMENT MARKING (SEE LEGEND). O REMOVE/RELOCATE EXISTING PAVEMENT MARKINGS AS REQUIRED FOR RELOCATED CROSSWALK/LIMIT LINES (TYPICAL). 21 REMOVE EXISTING LIMIT LINE. IVIt:nGc nvr%v STRIPING PLAN WITH UNIT 3 (STA. 5+00.00 TO STA. 21+00.00) SCALE: 1" = 50' HORIZONTAL McKEE ROAD STRIPING PLAN WITH UNIT 3 (STA. 21+00.00 TO STA. 35+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL rnI n RInrF WAY y Y N'opp­1114 rvK aimirtrvv ruuva I i STA. 36+02.69, C.L. 6EOOLT.21 END DETAIL 2 STA. 35+92. _ C. 6.00LT. I ' _ EXIST. CURB & GUTTER - ic I MATCH UNE -DETAIL 22 EXIST. DETAIL 21 STA 35+00.00, C.L.6.00LT. TO BE REMOVED 16 8 I EXIST. E.P. 5+00 DETAIL 22 L1 36+ 0 DETAIL 38 g W CD z � 16 EXIST. E.P. J _ is W R1-1 O N / H M / a 28 Qop aD co J to p M W O 29 / J J CU J I W xM o0 or'M0 y cFes- / W 1 O p+ J N + m M + MOUNTAIN RIDGE DRIVE PROPOSED BLOCK WALL -0Loz "' SEE SHEET 17 SEE WALL PLANS FOR a ¢ S rnz FOR STREET IMPROVEMENT PLANS SEE SHEET 1882 DETAILS cn w rn FOR STRIPING PLANS xcr W O W d Y W vU- � J J C) CJ O coul) 111 I II I' FREEPORT WAY SEE SHEET 12 W O +00 W m LjjW Cn I 'W z 47 Q END DETAIL 32 STA. 39+59.37, C.L. 6.00LT. EXIST. CURB & GUTTER EXIST. DETAIL 21 TO REMAIN CURVE TABLE »JJ CURVE RADIUS LENGTH TANGENT DELTA 1 45.59' 70.18' 44.18' 88'12'14" 2 1000.00 67.35' 33.69' 03'51'32" 3 1000.00 21.02' 10.51' 01"12'16" LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.Q.C. FACE OF CURB R/W RIGHT-OF-WAY ) TOP OF DIKE [� FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. <>-- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -0- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SECTION DESIGNATION: SECTION LETTER _2 SHEET WERE SECTION IS SHOMM \ m ASHE ROAD SEE SHEET 14R2 FOR STREET IMPROVEMENT PLANS SEE SHEET 18R2 FOR STRIPING PLANS ADDITIONAL CONSTRUCTION NOTES: 1© REMOVE PORTION OF EXIST. LIMIT LINE. NEW TRAFFIC SIGN - SEE LEGEND. 14 REMOVE PORTION OF EXISTING STRIPING. 15 EXISTING PAVEMENT MARKING TO REMAIN. 16 NEW PAVEMENT MARKING - SEE LEGEND. EXISTING STRIPING TO REMAIN 1g REMOVE EXISTING PAVEMENT MARKING. 19 REMOVE EXISTING PAVEMENT MARKING AND REPLACE WITH NEW PAVEMENT MARKING (SEE LEGEND). O REMOVE/RELOCATE EXISTING PAVEMENT MARKINGS AS REQUIRED FOR RELOCATED CROSSWALK/LIMIT LINES (TYPICAL). 21 REMOVE EXISTING LIMIT LINE. IVIt:nGc nvr%v STRIPING PLAN WITH UNIT 3 (STA. 5+00.00 TO STA. 21+00.00) SCALE: 1" = 50' HORIZONTAL McKEE ROAD STRIPING PLAN WITH UNIT 3 (STA. 21+00.00 TO STA. 35+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL rnI n RInrF WAY y Y N'opp­1114 rvK aimirtrvv ruuva I i STA. 36+02.69, C.L. 6EOOLT.21 END DETAIL 2 STA. 35+92. _ C. 6.00LT. I ' _ EXIST. CURB & GUTTER - ic I MATCH UNE -DETAIL 22 EXIST. DETAIL 21 STA 35+00.00, C.L.6.00LT. TO BE REMOVED 16 8 I EXIST. E.P. 5+00 DETAIL 22 L1 36+ 0 DETAIL 38 g W CD z � 16 EXIST. E.P. J _ is W R1-1 O N / H M / a 28 Qop aD co J to p M W O 29 / J J CU J I W xM o0 or'M0 y cFes- / W 1 O p+ J N + m M + MOUNTAIN RIDGE DRIVE PROPOSED BLOCK WALL -0Loz "' SEE SHEET 17 SEE WALL PLANS FOR a ¢ S rnz FOR STREET IMPROVEMENT PLANS SEE SHEET 1882 DETAILS cn w rn FOR STRIPING PLANS xcr W O W d Y W vU- � J J C) CJ O coul) 111 I II I' FREEPORT WAY SEE SHEET 12 W O +00 W m LjjW Cn I 'W z 47 Q END DETAIL 32 STA. 39+59.37, C.L. 6.00LT. EXIST. CURB & GUTTER EXIST. DETAIL 21 TO REMAIN 104 SEE TRACT 6290 M KEE ROAD STRIPING PLAN f=ND: coN_T.� CONSTRUCTION NOTA 9 WITH UNIT 3 ., pm,. IVi Q • 4 LEGEND: (CONT.i ... R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.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, SEE SEWER AND A. 35+00.00 TO STA. 41+00.00 O STORM DRAIN PLANS FOR DETAILS. ':'" �- " " _ 'w1 -t" -CURVE ARROW` CAL,: 1 = 50 HO R1-1 STOP „ r FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT (c 3 , 1 " F t SS�O » s 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - 1 5_ --' R4-7 -KEEP RIGHT W31(CA} -END O "R6-1" - ONE WAY W3-3' - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R5-1' - DO NOT ENTER W3-1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED y F "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FFG _P "R3 -5R" - RIGHT TURN ONLY "Wi4-2" - NO OUTLET :R81(CA)" - BIKE LANE 'WI -7M - DOUBLE ARROW TRTis Tg6 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 WI -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 " " .+►rpt "R3-7" -RIGHT LANE MUST TURN RIGHT 1 CURVE NUMBER FOR CURVE DESCRIPTION 50 3. .SHE ROAD -PAVEMENT TO BE 0.45 TYPE B A.C. c��Z7 %ro "R61-5" - LEFRIGHT LANE /THRU SIGN ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED OTAPER 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 VI4 1 � rr 4- D1-`, - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. � ' - - O EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12". CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY Wj3' WINGS 4. LOCAL STREETS, - PAVEMENT TO BE 0.20' TYPE "B" 2 ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 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 7� BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CAL -TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5 EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS `� LEFT OR RIGHT AS APPLICABLE ® PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. REVISION STANDARD SPECIFICATION 8010-21 C-19. APPROVED BY. 16 �T9r IC I V W1- FOFCAI�F u� T oNL1f �-/S-rS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Q CALTRANS TYPE WI ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE.A. AS APPLICABLE, TO BE PAINTED INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ROGER 3 McINTOSH DATE ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 9O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE R.C.E. 33322 EXP. 06/30/16 STC "STOP" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ...� .. �� .. TRACT BOUNDARY „ , SAME AS SHOWN IN THE APPROVED PLANS. SHOULD .. UNIT BOUNDARY IKE - DIKE- EXIST. A.C. DIKE 2 mool 0 !iMCALJ AHEAD MARKING PER CAL -TRANS STANDARDS O 10 CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS CONDITIONS BE CHANGED, A REVISED STRIPING PLAN PER C.O.B. STD. ST -4. REVISION , +* � =' EXISTING STRIPING AND MARKINGS TYPICAL SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 //z / "vi �-__ !-�_`��� APPROVED BY: NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. R.C.E.IAN SHAW C.E. IV DATE ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR l l PER C.O.B. STD. ST -2 (REVISED 6-2-99). R. 32178 EXP. 12/31/16 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. STANDARD SPECIFICATION 0 SECTION 84, 2010 ED. r - O M M OZ 00 � of O Z IL Q J LLI W U 00 w co o � �- N OC w Y a m 0 LN »JJ J d { { W En N HARVEST WIND 104 SEE TRACT 6290 M KEE ROAD STRIPING PLAN f=ND: coN_T.� CONSTRUCTION NOTA 9 WITH UNIT 3 ., pm,. IVi Q • 4 LEGEND: (CONT.i ... R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.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, SEE SEWER AND A. 35+00.00 TO STA. 41+00.00 O STORM DRAIN PLANS FOR DETAILS. ':'" �- " " _ 'w1 -t" -CURVE ARROW` CAL,: 1 = 50 HO R1-1 STOP „ r FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT (c 3 , 1 " F t SS�O » s 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. McKEE ROAD &MOUNTAIN RIDGE ROAD - 1 5_ --' R4-7 -KEEP RIGHT W31(CA} -END O "R6-1" - ONE WAY W3-3' - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER "R5-1' - DO NOT ENTER W3-1 - STOP AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED y F "R26(CA)" - NO PARKING "W14-1" - NOT A THROUGH STREET Ic FURNISH & INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FFG _P "R3 -5R" - RIGHT TURN ONLY "Wi4-2" - NO OUTLET :R81(CA)" - BIKE LANE 'WI -7M - DOUBLE ARROW TRTis Tg6 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 WI -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 " " .+►rpt "R3-7" -RIGHT LANE MUST TURN RIGHT 1 CURVE NUMBER FOR CURVE DESCRIPTION 50 3. .SHE ROAD -PAVEMENT TO BE 0.45 TYPE B A.C. c��Z7 %ro "R61-5" - LEFRIGHT LANE /THRU SIGN ENGINEER/DESIGN ENGINEER. OVER 0.40' AGGREGATE BASE OVER 1.65' COMPACTED OTAPER 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 VI4 1 � rr 4- D1-`, - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS © COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. � ' - - O EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE GUTTER LIP TO A DEPTH OF 12". CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY Wj3' WINGS 4. LOCAL STREETS, - PAVEMENT TO BE 0.20' TYPE "B" 2 ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 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 7� BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS AT SAME THE TIME. REMOVE AND SALVAGE SIGN WITH DENSITY PER C.O.B. STD. ST -9. BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION OF ADJACENT UNIT. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CAL -TRANS TYPE IV ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 5 EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS `� LEFT OR RIGHT AS APPLICABLE ® PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. REVISION STANDARD SPECIFICATION 8010-21 C-19. APPROVED BY. 16 �T9r IC I V W1- FOFCAI�F u� T oNL1f �-/S-rS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Q CALTRANS TYPE WI ARROW 6. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE.A. AS APPLICABLE, TO BE PAINTED INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ROGER 3 McINTOSH DATE ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 9O A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 7. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE R.C.E. 33322 EXP. 06/30/16 STC "STOP" MARKING PER CAL -TRANS STANDARDS IS TO GO FROM FLOWLINE TO FLOWLINE. PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE ...� .. �� .. TRACT BOUNDARY „ , SAME AS SHOWN IN THE APPROVED PLANS. SHOULD .. UNIT BOUNDARY IKE - DIKE- EXIST. A.C. DIKE 2 mool 0 !iMCALJ AHEAD MARKING PER CAL -TRANS STANDARDS O 10 CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS CONDITIONS BE CHANGED, A REVISED STRIPING PLAN PER C.O.B. STD. ST -4. REVISION , +* � =' EXISTING STRIPING AND MARKINGS TYPICAL SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 //z / "vi �-__ !-�_`��� APPROVED BY: NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL DAYS PRIOR TO PAVING. R.C.E.IAN SHAW C.E. IV DATE ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR l l PER C.O.B. STD. ST -2 (REVISED 6-2-99). R. 32178 EXP. 12/31/16 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. STANDARD SPECIFICATION 0 SECTION 84, 2010 ED. r - O M M OZ 00 � of O Z IL Q J LLI W U 00 w co o � �- N OC w Y a m 0 Z »JJ J d z O G' Ul Ul V Z W a. o� as co n w w x o��r W V) �Mv p cc O 8- V • V ? Y Y Z m �CC 7 Ww x Z G Ell C) U~ M M H W V) J 0 U Z N N J �mmn rooms 3c3c.5a Fr dd N N N In cl N W W W W crimicrim o ao ^o 6 N O cto Z J d Q G' W V Z W a. o� as co n x o��r W 0 cc W V • W b ui m �CC Z G Ell M M H W J 0 U