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HomeMy WebLinkAbout1.1-6759 Rev Record Drawing Phases 1 & 2A.C. PAVING TESTING NOTES: STANDARD NOTES SP7-39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 7-1. ASPHALT CONCRETE (TYPE CONCRETEOF BAKERSFIELD. ARTERIAL AND COLLECTOR STREETS)ANDPHALT TYPE B (MODIFIED)SHALL MODI ED)HFOR LLOCAL STREETS ANDPE AD SHALL CONFORM TO 2. THEFOR ALLCIFICATIONS FOLLOWING p OF BF THEI TY KERSFIELD STANDARDS SHALL BE CONSIDERED PART CITY OF B THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE; OF THE STANDARD SPECIFICATIONS AND THESE OF THESE PANS: SPECIAL PROVISIONS. ST -1, ST 3, ST -4, ST -6, ST -7, ST 9, ST -10 ST -11, ST -13, ST -18, D-14, D-,6. T-1 KERN COUNTY CALIFORNIA PRIOR TO THE ADDITION ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. (MODIFIED) ORR TYPE e (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SEPTAN 3, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF STREET CONSTRUCTION PLANS ASPHALT BINDERINDERFOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED BAKERSFIELD STD. DWG. ST -73. ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED)* TO BE INSTALLED ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CO EXISTING p ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 5. INSTALL TRAFFIC CONTROL SIGNS III "STEAM -REFINED PAWNG ASPHALTS.* INS _ LEPTON 92-1.02 "GRADES" OF THE STANDARD SPECIFICATIONS. INSTALL METRO INSTALL ASIZE STREET NAME EET NAME SISIGNS PER GNS PER CC.O.B SSTD TT� 1 WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V TRACT T NO. 6759 REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED -� INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE UNITS 1- 5 BEING CONSTRUCTED. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALLI THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY STREETS UNLESS OTHERWISE NOTED. THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 7. INSTALL 4.5' SIDEWALK ON ALL LOCAL STREETS. i r1' g9 i tr C ./LF'�:A'/ ` i ENGINEER. PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE --_s--- VESTING TLIWT1TATJ s?, y4 a -_- fJ�f('j �"�jmfT'� ISL .° �� '' .9 e. SEWER ITERAL LOCATIONS TO BE STAMPED S INTO THE CURB FACE OVER v -del �_'T 1�IO_F�ZSt` s�� )I �II ,,.; 'I EACH SEWER ITERAL ( ) >�--_� _ 111 AT LEAST 14 DAYS PRIOR TO TUE START OF WORK THE CONTRACTOR SHALL H EMIT THE FOLLOWING FORTHE ENGINEER'S REVIEW AND APPROVAL : 9. INSTALL ADDITIONAL i 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. _ _"- - = x T'^ x°axxAr SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A - _ - _-- -- A. A UST OF AGGREGATE AND ASPHALT SOURCES. MINIMUM OF 6" THICK. -- vu:ase RILa m ssnaA¢ iurrtocvaTnr__-y- s�. PtAHS fGi TAFT WGHWAY -CSCl 8. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM W. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS-� --'-- - -- TO THE REQUIREMENTS OF BECTON 39-2.02, "AGGREGATE; OF THE STANDARD STANDARD -PLAN RSP A88A CASE A. % X 5 68 - _-- i SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND ♦ 7 9 10 11 12 1 14 15 i6 17 18 19 20 21 22 23 24 25 26 27 8 29 30 31 32 EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST I1. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW �'` 4 _ _ 2 2 3 33 34/ W: PAVEMENT GRADE. ° 35 T�MpoWr+ RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. -) -`, ,-�- 3 j- - - _ _ _ _ _ - - _ - Tv¢rJ-rM°v C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING ° _--T-��^ lT I^_� _ __ DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 'I• 61 I I I I I I I 36 LABORATORY TEST RESULTS O WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX TS1gP(IRIva 2 60 59 58 57 56 55 54 53 52 51 50 49 48 47 1 46 45 44 43 42 41 40 39 38 '> 37 DESIGN ALONG WA THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE IR DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 13. WARNING/REGULATORY SIGNS: SIGN PANELS HALL F MOUNTED B POSTS TaN-I�Vy, 1 ` I .J _-L_J _ L.L I I I _i WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR 1 23 22 21 3 T' f' --I `r AI 3 7 2 1 76 / 75 OF SECTION 39 -HED "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL EQUAL. ROADSIDE SIGNS INSTALLED PER SID. T-19 SHALL BE LOCATED WITHIN 71 1 19 18 17 16 15 14 13 11 10 9 1 8, 7 6 5 4 1 PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 0 24 2 I I- I�-�_�I----I�-I SIDEWALK 6" FROM BACK. `---- L-1 J L 12 L 1 ° AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE 2 3 _ DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 14. AN OPEN STREET PERMIT HALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED __ SF 74 w WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, I 7 14 I 4 26 27 28129 4 31 5 7 > PAVEMENT SHALL BE SAW CUT. SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK i f _ 69 I F- 1 1 30 1 3233 34 35 361 37 3839 401 41 142 43 r44 45 F46 47 48 �49 50 51 1 13 1 A PRIME COAT WILL NOT ALL REQUIRED ON NON -PAVED AREAS TO 4. SURFACED PRIOR TO THE PLACEMENT PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED .j - ` 125 1� 4��6 17 1 8 9 I 11 1121,3114 L-T�'T"I 1 9 2 23124 2512-6 27 2 w I OF ASPHALT HOWEVER, ALl OTHER REQUIREMENTS OF SECTION 39-4.01; 'SUBGRADE,' OF THE STANDARD PRIOR TO ISSUANCE OF THE PERMIT. / 68 L 5'f' SPECIFICATIONS HALL BE MET. 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR C, �' 67 10 �L_ 10 U__1J_J.1_ILLL1_LLl__ THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE '->sT BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, I ``I� 6 12 - -- - _- - - - - LIMITS OF CONSTRUCTION. LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ' 1-rn 1 52 57 50 bg `�} 7 70 15 o ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR ! }i- 65 7 5 53 47 46 45 T44 43 4�2�40 40139 38 37136 35 D 4 331 32 31 PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF I Z I I I THE GREENBOOK". i--- �' I I I r,Z 64 1 1 1 I 19 I I r ASPHALT CONCRETE SHALINTERSECIIONS AND LEBESP ACED AT ROD ERS SHAL CONNECTIONS AND PRIVATE DRIVES, WHAS DIRECTED BY THE ERESHOWNHOWN ONNTHE AGGREGATE BASE SHALL BE FURNISHED AND PACED IN ACCORDANCE WITH ? '� 63 8 9 10 11 12 73 14 15 17 18 21 20 19 18 17 16 15 14 13 9 11 10 9 8 7 6 5 4 13 68 _}_-_._ PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM THE CONTRACT PANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1-'�qt1- 1-�--�-� �1--U_1�U_1 SMOOTH, TAPERED CONNECTIONS. CONSTRUCTION AND THESE DETAILED PECIFICATIONS. AGGREGATE BASE '1 I �>'G I 62 SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% LE,iL . - _ _ THE HELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. ( > 61 1 � 1 B -� r r7 r 1 I I I 31 30 29 28 - 26 251 24 23 22 21 20 19 22\ 24-_25 7� 85 'I A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT -- - 27 �n ��r t0 -I 28 r29 30 31 r32 Iu333p 34. 35 37 38 _ 1 I 1 I I_ pHl I I 1 I -I „ 23 26 1t1- 1 1 1 I t I 1-u 1361 STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITU E 1 1 1 1 I 1 1 1 1 1 I fit B. ASTM THIN WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE HALL BE GRADED j { 14 1 32 331 34 35 36� 37 38 39 401 41 42 4344 45 ° --- I BE SUBSTITUTED WITH PARAFFIN. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM I J 10 L 50 49I48 47 46I 45 431 421 41 40 39 1 DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. ! / 60 ; L_U_1 11 411 401 sa IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. -�` 58 - _ _ n. DUST coNmoL - - _ * - - WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING 7 OPERATIONS HALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PAN (DPP) 1, 58 57 56 55 54 1 53 52151 50 49 48 4 46 I 63 I FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON 1 51 52 53 54 55 56 57 58 59 60 62 LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER SITE AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY .` 7 _ _ _ _ _ _ _ _ _ _ _ _1 61 THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF OF THE SITE, CONTRACTOR H DURATION REQUIRETO COMPLY WITH THE NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE PROVISIONS OF SAID PAN. DROP-OFFS ON EACH ANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED VESTING TENTATIVE VESTING TENTATIVE TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR 18. STORM WATER POLLUTION PREVENTION TRACT NO. 6744 TRACT NO, 6743 OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER CONFORMS TO FACILITATE THE REMOVAL OF THE I CONFORMS WHEN PAVING OPERATIONS RESUME. CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING AND SHALL KEEP A COPY ON SITE AT ALL TIMES, FOR THE DURATION OPERATIONS HALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED INDEX OF SHEETS ® DENOTES SHEET NUMBER ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT TO COMPLY WITH TIE PROVISIONS OF SAID PLAN. THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES HALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH ANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN S EE TITLE SHEET TITLE KEY MAP ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE HALL BE HAND RAKED AND COMPACTED TO FORM 1. COVER SHEET 8 COMMONWEALTH AVENUE SCALE: 1"=200' TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC: KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME, B ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL REvrS°ON DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. APPROVED B`( 4E IN-To¢r1 DATE IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER RACE 33913 THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR ^ /� BOTH, IF NEEDED, NEED CONTINUE U ASPHALT CONCRETE SPREADING REV/5/on(� OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE HpPROVED I' /�•'V �a ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTOR. IF ANY SUCCESSIVE DANIEL I aL�I L.lA Dfi7E TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE R.G.E. �7o0Pi REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. A- IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT 8 8# SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY BL,-AI<ET "5EMGF T MR T'✓=+A1�Rra�y REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. TU12N-AIQouND s 4JD �sanPo R+txzv pcou/aeE THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE 4 U7AS.EI.9EM-I- To c,C. 8, PEC ROADWAY. Ado. 2/7/61G04 pA760 111 �9Im17, o-ty. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT URUZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECPVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING TIE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL OMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS A FOG SEAL COAT HALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENCINEER. Tl�_CENTERUNE 6' WING W/2 STORM DRAIN / LIP CURB AND GUTTER I FLOWLINE CURB AND GUTTER n B.C.R./ (V CENTERLINE STORM DRAIN W SI D E W A L K L A N D S C A P E 2. BOGART DRIVE 3415 O N S (STA. 10+00.00 TO STA. 23+00.00) 1 1964 (STA. 10+00.00 TO STA. 23+00.00) 9. COMMONWEALTH AVENUE 3. BOGART DRIVE UNIT 2 UNIT 3 (STA. 23+00.00 TO STA. 26+85.01) UNIT. 5 (STA. 23+00.00 TO STA. 24+62.06), A. C. PAVING LAGODA LANE AND CARIBOU LANE 2467 HALLET LANE AND EXETER STREET 10. WHALEBACK AVENUE AND RTCHBURG DRIVE 4. ESMERALDA AVENUE 7181 11. WINNIPEG DRIVE AND WITHERNSEA LANE 2267 (STA. 10+00.00 TO STA. 23+00.00) 12. PACKWOOD DRIVE 5. ESMERALDA AVENUE (STA. 23+00.00 TO STA. 24+46.38) 13. FIRE ISLAND DRIVE AND COQUILLE WAY 11821 BEEVES STREET AND ANTIOCH LANE 14. MATAPAN WAY, FLAMENCO WAY 6. MARDAL AVENUE 6" CURB AND GUTTER AM* DRIVE - 67725324 (STA. 10+00.00 TO STA. 23+00.00) 3509 3637 7. MARDAL AVENUE SIDEWALK CWEDGE OVEMENT AND STRIPING PLANS 14469 (STA. 23+00.00 TO STA. 26+85.70) 9107 CROSS SECTION$ 62940 PETERBORO AVENUE AND VESSEL WAY 8316 7776 5724 5508 6696 LEGEND: ABBREVIATIONS F.L. BOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE R/W RIGHT-OF-WAY G.B. GRADE BREAK xO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S-29. `u1 EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S-40. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. -0- 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 R1-1 A FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "RI -1" - STOP "W3-1" - STOP AHEAD "R6-1" - ONE WAY 'S5-2" - END SCHOOL ZONE "R5-1" DO NOT ENTER 'S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" NO PARKING 'S4-3" - SCHOOL "R3 5R" RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" KEEP RIGHT "RM(CA)" BIKE LANE 'W31(CA)' END W/OM4-3 MARKER NOTE: "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CAUFORNIA 'W1-6' - SINGE ARROW CODES. "W1-1" - CURVE ARROW "W3-3" - SIGNAL AHEAD 1 11 �. PACHECO ROAD 19 T G1 D 22 U 23 FAIRVIE AW OR D T30S R2 E 24 s - 0 J28 30 29 27 o a26 a 0 25 30 M.CUTCHEN HOSKING 31 ¢0 33 w 34 35 36 31 a MCKEE ROADNL- CENTER REENFIELD TAFr HWrv. PUMPEIN E6PROJECT CURNOW2p� o WEp 9 w 8 N 10 F 11 12 7 C, o 17 D __ T31.S R214 DDD l-11 1 15 14 /3 " 18 VICINITY MAP NO SCALE LIST OF MATERIALS LF 3415 O N S I T E 1 1964 1 1945 1 - I 41442 ITEM UNIT UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT. 5 OFFSITE TOTAL A. C. PAVING TONS 2467 1543 1006 1010 1024 131 7181 AGG. BASE CUYD 2267 1576 1028 1032 1046 91 7040 SUBGRADE PREPARATION SQYD 17073 11821 7708 7741 7844 681 52868 6" CURB AND GUTTER LF 67725324 3563 3509 3637 171 22976 SIDEWALK SOFT 20092 14469 9179 9151 9107 942 62940 DRIVEWAY SQFT 8316 7776 5724 5508 6696 -34020 RAMPS SOFT SQ 4016 2400 1589 1589 795 - 10389 METRO STREET SIGN EA 2 - 2 STANDARD STREET NAME SIGNS EA 17 14 8 9 6 54 STOP SIGNS EA 2- - - - _ 2 5800 LUMEN STREET LIGHTS EA 10 10 6 6 7 - 39 9500 LUMEN STREET LIGHTS EA 2 - - - - _ 2 MONUMENT ENCASEMENTS EA 12 1 13 1 4 5 4 - 38 LOCAL STREET LF 3415 2987 1976 1 1964 1 1945 1 - I 41442 ARTERIAL STREET LF 1000 j Q S� \ O z � 171 1171 -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. UNIT BOUNDARY AA- AA AA- AA AA- AA AA- UNIT LINE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT Tg3 Tgs Ig6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE z SECTION DESIGNATION- a^'°7V*.,k m SECTION LETTER AA' r"�¢. Ni�f„6 ----- A 2 d fb S$1�1' SHEET WHERE SECTION IS SHOWN 07-67,70. 'P. NOTE: 1. PRIOR TO THE START OF ANY UNIT OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,-SFALJDARD$ AND DESIWf/ MITERIA SHALL BE LLZ/ �kL /�C�;,z3-a7 APPROVED BY: ROGER A. CINTOSH R.C.E. 33322 DATE EXP. 6-30-08 f APPROVE BY' RAUL M ROJAS PUBLIC WORKS DIRECTOR m i �No M y Mo M� l J M o 0 & � j Q S� \ O z � o U ¢ d 0 co z I Q J W a j J Q � LL W U , Q U J W t0 � ow <<m F m o m g DATE R.C.E. 39880 EXP. 12-31-07 REVIEWED BY: ASST ANT PUBLIC WORKS DIRECTOR REVIEWED BY:l'0 y TRAFFIC ENGINEER Iuj *� to m i �No y Mo M� l J jj a > 4CaJ & P �1y,103H S� HF NLu DATE R.C.E. 39880 EXP. 12-31-07 REVIEWED BY: ASST ANT PUBLIC WORKS DIRECTOR REVIEWED BY:l'0 y TRAFFIC ENGINEER Iuj *� to m i J a O F U W NLu S co M� W a j i LL W U , Q U <<m F DATE R.C.E. 39880 EXP. 12-31-07 REVIEWED BY: ASST ANT PUBLIC WORKS DIRECTOR REVIEWED BY:l'0 y TRAFFIC ENGINEER Iuj *� to m \ U u V T I g , 1 �w m DELTA -0 -- -- ----1--- 31.42' 20.00' 1 too 6 " 90310 6.94' -- -- -- ---� N�o — s s 14+00462.64' - 15+00 1 -I-- _ _ _ — + — _ -_ S89 -04'33•E 16+00 1 17+00 2 M M 4 84.00 1 94.44' Dl s B` SEWER 2 r - _ 18+00 19+00 L.- - — - — _ �_ - 470 00' _ _- s - S89'04'33"E 20+00 - _+ _ 5 no 23 8 (J 2 1 s s 9 SEWER s _ 5 _ - — - 5 _ 529.42' -+-- w d = A olm FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T-1. � rn� FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. \'r1,j, 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. PER C.O.B. STD. ST -9. R.GB. (a'IOoQ O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® GUTTER LIP TO A DEPTH OF 12". ITEM OF WORK - SEE SCHEDULE 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT LINES '. SO SAWCUT EXISTING E.P. i' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 0 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. Ja=o N PER C.O.S. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY xo\F N Im Cis © m rJ 4 AS APPLICABLE, TO BE PAINTED N CALTRANS TYPE I aRROWpl. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER cN� AS APPLICABLE, To BE PAINTED 4 OR 7 ± -o M �,v 2 ZI x / 5 2' 0 zo 0 3C 1 PACKWOOD I REMOV6 TEMP.'( SEE SHEET l'YFN�AROUNo NJD Wal s±6N W" L4T-' GSi3E smae Y12P:*R MORS (>E-IAL.S) 356 354 352 350 348 346 344 342 340 356 354 352 350 348 346 344 342 340 7 U u V T I g CURVE 1 �w 2 DELTA -0 -- -- ----1--- 31.42' 20.00' 1 too S89ro4'33•E 11+00 12+00 -----.i---___+-----_ 73+00 ' 90310 6.94' -- -- -- ---� -- - — s s 14+00462.64' - 15+00 1 -I-- _ _ _ — + — _ -_ S89 -04'33•E 16+00 1 17+00 2 M M 4 84.00 1 94.44' o + M s B` SEWER 2 r - _ 18+00 19+00 L.- - — - — _ �_ - 470 00' _ _- s - S89'04'33"E 20+00 - _+ _ 2�— 22+00 23 8 (J 2 1 s s 9 SEWER s _ 5 _ - — - 5 _ 529.42' -+-- w d = T SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. PArJIEL PA �IlIA 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. PER C.O.B. STD. ST -9. R.GB. (a'IOoQ O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® GUTTER LIP TO A DEPTH OF 12". ITEM OF WORK - SEE SCHEDULE 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT LINES '. SO SAWCUT EXISTING E.P. i' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. amm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS N PER C.O.S. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY � N Im Cis © m rJ RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. U u V T -- g CURVE `� �w 2 DELTA -0 -- -- ----1--- 31.42' 20.00' 1 too S89ro4'33•E 11+00 12+00 -----.i---___+-----_ 73+00 ' 90310 6.94' -- -- -- ---� -- - — s s 14+00462.64' - 15+00 1 -I-- _ _ _ — + — _ -_ S89 -04'33•E 16+00 1 17+00 2 M M 4 84.00 1 94.44' o + M s B` SEWER 2 s - —F - — - +-- - - -- �— s s s 1 8• SEWER - _ 18+00 19+00 L.- - — - — _ �_ - 470 00' _ _- s - S89'04'33"E 20+00 - _+ _ 2�— 22+00 23 RIGHT-OF-WAY G.B. GRADE BREAK (J 2 1 s s 9 SEWER s _ 5 _ - — - 5 _ 529.42' -+-- w d = T SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. PArJIEL PA �IlIA 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. PER C.O.B. STD. ST -9. R.GB. (a'IOoQ O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® GUTTER LIP TO A DEPTH OF 12". ITEM OF WORK - SEE SCHEDULE 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT LINES '. SO SAWCUT EXISTING E.P. i' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. amm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.S. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I aRROWpl. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER cN� AS APPLICABLE, To BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. secnaN DESIGNATION' Tt p� SECTION Lia � p,. NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK. PER C.O.B. STD ST -3 q "' ` SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT--�-- o.b61� STRIPING,& PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 I No PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. AS DIRECTED BY THE ENGINEER. SfiET WHERE SECTION IS SHOWN S - ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. l S'T t\±fl PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER = IJ I 9 J J 230 24 10a 12 4 ' J."d I1' 17 LLN O+ 31;J4cza + 2 25 2 Ii N II� NJ° n �+ ^ + m } 27 28 29 30 1o 31 x +> } I mdJmJv III,feJn rv„-, 'IIN I > r +r + + + + +m cy ,¢l1A- III IIIIFc c� m c� m c�v+i m c�oi cnzo'm c� ¢NNJ v/m I¢mJN— Im Im o r P' � r o d Ir o d I< Id J U u V T -- g CURVE `� �w 2 DELTA -0 -- -- ----1--- 31.42' 20.00' 1 too S89ro4'33•E 11+00 12+00 -----.i---___+-----_ 73+00 ' 90310 6.94' -- -- -- ---� -- - — s s 14+00462.64' - 15+00 1 -I-- _ _ _ — + — _ -_ S89 -04'33•E 16+00 1 17+00 2 M M 4 84.00 1 94.44' o + M s B` SEWER 2 s - —F - — - +-- - - -- �— s s s 1 8• SEWER - _ 18+00 19+00 L.- - — - — _ �_ - 470 00' _ _- s - S89'04'33"E 20+00 - _+ _ 2�— 22+00 23 RIGHT-OF-WAY G.B. GRADE BREAK VI/ 2 1 s s 9 SEWER s _ 5 _ - — - 5 _ 529.42' -+-- w d = - 2 1 8" SEWER— z- 3 EWER N W W 3 zN 661 Q�� QLL ¢�IIJ Nw I,y N+me+3 InN l I3 ikn c -v �<+ i 1' < + g M + I+ M+ + + ry+m- � 48 ++ 53 40 40 I+ 59 I�58+6057 56 1 52 45 + ++ I` 55 I 20' 20' ++ 4 420 41 I 47 S mm I 20' 20' 1 46 I I I ! I Im m ,n v1 HALLET LANrs;� SEE SHEET 3 EXETER w STRE 71 I'Tuv lz+uv Tl)+uu 14+uu 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 U u V T CURVE TABLE g CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 1 90'00'00" 2 35.00' 1 13.70' 6.94' 22'25'35• 3 35.00' 1 53.62' 1 33.67' 87'46'35• 4 84.00 1 94.44' 191.49' 13237'46• 71 I'Tuv lz+uv Tl)+uu 14+uu 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 U u V T 5 SEE SHEET 3 ET g ABBREVIATIONS F.L. REv15f oN "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE O ELEV. APPz°Vtb�Y "R4-7• - KEEP RIGHT B.C.R. BOGART DRIVE E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "WI4-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. ROGER A. NM1d Sry (STA. 10+00.00 23+00.00) END CURVE P.C.C. TOP OF GURS °W1-6" - SINGLE ARROW CODES P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT R.<. E, 33322 SCALE: 1" = 50'' HORIZONTAL OF VERTICAL CURVE F.C. nNISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS RIGHT-OF-WAY G.B. GRADE BREAK VI/ 1" = 5' VERTICAL FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @9 ® AP�R6Y 6 T SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. PArJIEL PA �IlIA 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. PER C.O.B. STD. ST -9. R.GB. (a'IOoQ 71 I'Tuv lz+uv Tl)+uu 14+uu 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 LEGEND: CONT., lLEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE O ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7• - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "WI4-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® E.C. END CURVE P.C.C. TOP OF GURS °W1-6" - SINGLE ARROW CODES P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "W3-3" - SIGNAL AHEAD OF VERTICAL CURVE F.C. nNISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. GRADE BREAK CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @9 ® EXISTING SURVEY MONUMENT T SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. —0- 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. PER C.O.B. STD. ST -9. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® GUTTER LIP TO A DEPTH OF 12". ITEM OF WORK - SEE SCHEDULE LEGEND: CONT., R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -Y - STOP "W3-1" - STOP AHEAD "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT - - - - - - - "R26(CA)" - NO PARKING "S4-3" - SCHOOL O `R3 -5R° - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7• - KEEP RIGHT "R81(CA)" - BIKE LANE "W31(CA)" - END W/OM4-3 MARKER NOrE. "WI4-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES IR IR "WI4 2" - NO OUTLET UNLESS OTHERWISE INDICATED BY ® "W7-7• - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 2. °W1-6" - SINGLE ARROW CODES "WI -i" - CURVE ARROW "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFB2 TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT - - - - LEGEND: (CON1.1 CONSTRUCTION NOTES: NOTES: - - - - - - - PROPOSED SAWCUT LIMIT LINE1. zk O CONSTRUCT TYPE B' CURB &GUTTER PER C.O.B. STD ST -1 SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN FURNISH & INSTALL SIGNAL CONDUIT 5' STRNpHRt> PLANS AND DETAILS. IR IR FURNISH &INSTALL IRRIGATION CONDUIT IRRIGATION ® CONSTRUCT -F.S'-E6M84PFA-�}APi' SIDEWALK PER C.O.B. STD ST-$ (o 2. MOUNTAIN RIDGE ROAD - - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER lc FURNISH & INSTALL INTERCONNECT CONDUITO CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED T�'�s '86 UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH & INSTALL SPLICE Box FOR INTERCONNECT TTi3=N0. 3 112CONSTRUCT 1/2 SIZE TR5 1R5=N0. 5 SIZE 1Rfi=N0. 6 SIZE 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PROPOSED cues AND GUTTER LINE GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT LINES '. SO SAWCUT EXISTING E.P. i' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. amm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.S. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I aRROWpl. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER cN� AS APPLICABLE, To BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. secnaN DESIGNATION' Tt p� SECTION Lia � p,. NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK. PER C.O.B. STD ST -3 q "' ` SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT--�-- o.b61� STRIPING,& PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 I No PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. AS DIRECTED BY THE ENGINEER. SfiET WHERE SECTION IS SHOWN S - ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. l S'T t\±fl PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER = CALTRANS STANDARD SPECIFICATION 8010 -21C -19.C4' r 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN (_7 =. SIDEW,-}t1(KN UGK LES)F r j .,,. A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE +. „ „.t IS TO GO FROM FLOWLINE TO FLOWLINE. ip$E(}1KD'OR4✓Eu/A lTrk�`Os'k-yes aO�Y A N v M w w N � UNT 5 QF PETERBOROEAVENUE 0 NSEE SHE7 BOGART DRIVE (STA. 23+00.00 TO 24+62.06) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL m4 MUNTa � UNT ESMERALDA AVENUE BOGART DRIVE q SEE SHEET 4 0 SEE SHEET,2 28 21 I 56 0 30' 30 H2O' 20 N o' zo' W_ x U a 23+00 ZD M 24+00 25+00 a 23+00 24+00 4 CURVE TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA i 35.00' 13.70' 6.94' 222535" 2 35.00' 12 35.00' 90'00'00° S' END CURB RETURN P.R.C: POINT OF REVERSE CURVATURE �� 202.06' � 4 � 31.42' 20.00' 1 90'00'00" POINT OF INTERSECTION T.P. TOP OF PAVEMENT "W3-3" - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -----' RIGHT-OF-WAY G.B. GRADE BREAK 4 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. SEWER - REFER TO SEWER & STORM DRAIN PLANS ® EXISTING SURVEY MONUMENT r SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. a I TO 95% RELATIVE DENSITY FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -0- q FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. DET. ST -14. O INTERSECTON CURVE NUMBER FOR CURVE DESCRIPTION O7 2. TAPER NUMBER FOR TAPER DESCRIPTION ® PROPOSED CURB AND GUTTER UNE ITEM OF WORK - SEE SCHEDULE STA. 19+32.64 C.L, BOGART DR. „ 3 NI OVER 0.50' COMPACTED O.G. TO BE 1 i I o DENSITY PER C.O.B. STD. ST -9. ----------RIGHT-OF-WAV & LOT UNESCOMPACTED O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER M "A" J 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS on 29 z INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY p PER C.O.B. STD. S-12, 00 t PER C.O.B. STD. 5T(UNLESS RIIEWAY E NOTED) © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. I MANHOLES TO FINISHED GRADE. CALTRANS TYPE Iv ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED '-- PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SEC11QN DESIGNATION: VOFE sr. m CALTRANS TYPE i ARROW AS APPLICABLE, TO BE PAINTED 7 H` K iM Q I ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3-___ ff SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 20 RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK rcwsW 55 y PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O I -M o SHEET YMERE SECTI_oN I6 SHO NN c I yy N m vi rn y a' _ _ 13 30 1 w Q INTERSECTION N - STA. 10+00.00 C.L., HALLET LN= I 4 STA. 12+31.95 C.L. ESMERALDA AVE.I I _ _ N00'55'27'E 11+oo 240.06 122+000 I INTERSECTION ' 4 4 STA. I 12+40.00 C.L., HALLET LN= I STA. 14+62.64 C.L., BOGART DR. 3 I -__-- FM 190375 19 54 15 0 S� X90301 Q 32 h5' ---- II I ---- I oo ----- c 0 5' 16 20'm 20' I o g I 20' 2d 30" 30' ' +N ESMERALDA AVENUE 't 18 53 <a BOGART DRIVE SEE SHEET 4 1" "'^In'- ti SEE SHEET 2 W_ x U a 23+00 ZD M 24+00 25+00 a 23+00 24+00 4 CURVE TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA i 35.00' 13.70' 6.94' 222535" 2 35.00' 1 54.98' 35.00' 90'00'00° 3 END CURB RETURN P.R.C: POINT OF REVERSE CURVATURE 197.70' 202.06' 134'51'11" 4 _84.00' 2006. 31.42' 20.00' 1 90'00'00" W_ x U a 23+00 ZD M 24+00 25+00 a 23+00 24+00 356 354 352 350 348 346 344 342 340 356 354 352 350 348 346 344 342 340 26+00 354 352 350 348 346 344 342 340 338 10+00 HALLET LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 354 352 350 348 346 344 342 340 338 10+00 11+00 12+00 LEGEND: (CONT.) 4 LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SEE SHEET 4 ABBREVIATIONS 0' 30' F.L. BOWLINE P O.V.C. POINT ON VERTICAL CURVE "R5-1" - DO NOT ENTER "S4 -Z" - WHEN CHILDREN ARE PRESENT C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE I ELEV. ELEVATION E.V.C.. END VERTICAL CURVE "R4-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 3 0 a E.C.R. END CURB RETURN P.R.C: POINT OF REVERSE CURVATURE "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE I o E.C. END CURVE P.C.C.TOP OF CURB "W1-6" - SINGLE ARROW CODES. P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "W3-3" - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/N RIGHT-OF-WAY G.B. GRADE BREAK 4 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. SEWER - REFER TO SEWER & STORM DRAIN PLANS ® EXISTING SURVEY MONUMENT �- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -� TO 95% RELATIVE DENSITY FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -0- q FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. DET. ST -14. O INTERSECTON CURVE NUMBER FOR CURVE DESCRIPTION O7 2. TAPER NUMBER FOR TAPER DESCRIPTION ® PROPOSED CURB AND GUTTER UNE ITEM OF WORK - SEE SCHEDULE 356 354 352 350 348 346 344 342 340 356 354 352 350 348 346 344 342 340 26+00 354 352 350 348 346 344 342 340 338 10+00 HALLET LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 354 352 350 348 346 344 342 340 338 10+00 11+00 12+00 LEGEND: (CONT.) 4 R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SEE SHEET 4 "111-1" - STOP "W3-1" - STOP AHEAD 0' 30' "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE 20' 20' "R5-1" - DO NOT ENTER "S4 -Z" - WHEN CHILDREN ARE PRESENT i I a "R26(CA)" - NO PARKING "S4-3" - SCHOOL I "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 50' HORIZONTAL "R4-7" - KEEP RIGHT � I "R81(CA)" - BIKE LANE 3 0 a "W31(CA)" - END W/OM4-3 MARKER ryN�7E� n "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 51 STAn/DN2o + ' SIDEWALK PER C.O.B. STD ST -X('. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY I o "WI -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA Z Z W "W1-6" - SINGLE ARROW CODES. I ¢ ---� "Wt -1" - CURVE ARROW "W3-3" - SIGNAL AHEAD D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. . - . = ­ TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY 11+00 12+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 UNT 4 ESMERALDA AVENUE I SEE SHEET 4 0 0' 30' N 20' 20' 0 NN i I a J J I N 50' HORIZONTAL - � I - - 3 0 a . ++ n 51 STAn/DN2o + ' SIDEWALK PER C.O.B. STD ST -X('. 2. I o - Z Z W NN I ¢ ---� CONSTRUCT . PAVEMENT TO BE 0.30' CE INTERSECTION In - --- I STA 10+00.00 G=L EXETER ST 4 4 UNT 5 I. BOGART DRIVE SEE SHEET 2 1 0 E 0' 5 - -- 00 STA. 17+01.95 0.L, ESMERALDA AVE. I 1 -.N00'5527"E _ 17+00 -- D HIS DRAIN E I 0 4 6 1 � y PM 1 II 354 352 350 348 346 344 342 340 338 10+00 o� 0 0o Ljdd ++ IM I W I NN 0 NN EXETER STREET I N 50' HORIZONTAL - � I PLANS AND DETAILS. IM ( FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 51 STAn/DN2o + ' SIDEWALK PER C.O.B. STD ST -X('. 2. MOUNTAIN RIDGE ROAD - le FURNISH & msinLL IRRIGATION CONDUIT O2 CONSTRUCT . PAVEMENT TO BE 0.30' 3-- I 4 W 0.40' AGGREGATE BASE I 2 FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 12+700240.00'... O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T83TBs Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. q INTERSECTON ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. ICL STA. 12+40.00 C.L., EXETER ST= PROPOSED CURB AND GUTTER UNE ' STA. 19+32.64 C.L, BOGART DR. „ 3 NI OVER 0.50' COMPACTED O.G. TO BE 1 I o DENSITY PER C.O.B. STD. ST -9. ----------RIGHT-OF-WAV & LOT UNESCOMPACTED O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER M "A" J 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS on CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS. z INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY 1 PER C.O.B. STD. S-12, !m t 354 352 350 348 346 344 k5�1o11, IV 7 /Q 342 APP420vEb B Cye/R2 A. A`Nr It TD5ry P^TG EI/.`J 34�i 22 340 REvIAo1J tl� �� 7" 1,-'d 338 ^pPe-vt BY: O pAN1Ef_ RAP11-1-A 10+00 R2 C.6. 4,7009 11+00 12+00 354 352 350 348 346 344 342 340 338 11+00 12+00 354 352 350 348 346 344 342 340 338 LEGEND: CONT.) Ljdd ++ o' NOTES: N+ N - B( NN 0 NN EXETER STREET (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 354 352 350 348 346 344 k5�1o11, IV 7 /Q 342 APP420vEb B Cye/R2 A. A`Nr It TD5ry P^TG EI/.`J 34�i 22 340 REvIAo1J tl� �� 7" 1,-'d 338 ^pPe-vt BY: O pAN1Ef_ RAP11-1-A 10+00 R2 C.6. 4,7009 11+00 12+00 354 352 350 348 346 344 342 340 338 11+00 12+00 354 352 350 348 346 344 342 340 338 LEGEND: CONT.) CONSTRUCTION NOTES: NOTES: Lu 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN - - - - - - - - - - - - PRocoseD sAwcur uMli LINE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 51 STAn/DN2o + ' SIDEWALK PER C.O.B. STD ST -X('. 2. MOUNTAIN RIDGE ROAD - le FURNISH & msinLL IRRIGATION CONDUIT O2 CONSTRUCT . PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL W 0.40' AGGREGATE BASE OVER 0.80' COMPACTED Ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T83TBs Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PROPOSED CURB AND GUTTER UNE ' GUTTER LIP TO A DEPTH OF 12". s 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 1 TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ----------RIGHT-OF-WAV & LOT UNESCOMPACTED O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER M "A" J 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS OEM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS. z INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY W PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. PER C.O.B. STD. 5T(UNLESS RIIEWAY E NOTED) © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS TYPE Iv ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SEC11QN DESIGNATION: VOFE sr. yx R� CALTRANS TYPE i ARROW AS APPLICABLE, TO BE PAINTED 7 CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECT[M HELLER Q NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3-___ ff SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 1 03 2 P s y PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O AS DIRECTED BY THE ENGINEER. SHEET YMERE SECTI_oN I6 SHO NN ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLAs➢c.10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. SJ;1; UVtt- 0 1 g en W M 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER _ CALTRANS STANDARD SPECIFICATION 8010-21C-19. x` OQ b] P% (0 !A INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN S"(-7 g (ID�W'kLk�AF= 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE �{'LU DRNEwAT' 0 IS TO GO FROM FLOWLINE TO FLOWLINE Lu W H m W 6 W X W F ' s � 1 W o Q M J z IE � W e J Lu U >, 6 F Q cc 'o 0 c m a' ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLAs➢c.10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. SJ;1; UVtt- 0 1 g en W M 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER _ CALTRANS STANDARD SPECIFICATION 8010-21C-19. x` OQ b] P% (0 !A INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN S"(-7 g (ID�W'kLk�AF= 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE �{'LU DRNEwAT' 0 IS TO GO FROM FLOWLINE TO FLOWLINE pal 24 � ¢rnN�oQ CURVE TABLE z Ik CURVE RAONS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 35.00' 13.70' 6.94' 2225'35" 3 35.00 55.08' 35.10' 90'09'45" 4 84.00' 197.94' 1 202.87' 1135'00'55" COMPACTED "WI -1" - CURVE ARROW 491 "W3-3" - SIGNAL AHEAD N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS Itr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. — s SEWER - REFER TO SEWER & STORM DRAIN PLANS oq SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ---------- GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE RIGHT-OF-WAY & LOT LINES O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. Sk CALTRANS TYPE IV ARROW, LEFT OR RIGHT 2 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. .--. AS APPLICABLE, TO BE PAINTED .., CALTRANS TYPE 1 ARROW O PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER SECTION DESIGNATION - Nm`"m AS AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. �fOd NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SECTION LETTER A` pR STRIPING '& PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 +N 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHO'6N 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 I,II Q`�p MOJ¢n. W3Ma3-FmI CwiiFNnYNwo¢ai_ D FN �NJz I l- Z;INwn n yIClmV NziXm0 Iz¢ QN3«Jtiryo 0 _NQ1J81 Z¢'>w® awpv�wn,Rl Zp 3AIN3Q� IH - w0. ' sw,�ZJNwaw -n �oo �x l .. HAUT LANE SEE SHEET 3 MITVEXETER30"30SEE 5H 20 20 I 0 30" 20' 18 5 iNE 1317++ 4 i¢ >^In 1n - 3 +n 12+00 589'0433"E 73+00 D 14+00 244.42' 15 2 16+00 18" DRAIN 77+00 2 s8" SEWER S j - = �v pi.: 32 I 33 ¢dd d36375• 30w +j- om31 3 m 35 38 AN1)OCH +„ 7. SEE SHE^y z Wil¢- b •¢-� �,¢ "' `� (i NN 0NN IY NN Z STREET 3�T p • 3 O-�-pI\IlIN _�Wmaw o`rNn•dmi��+$-r N n-drn-<�J^-1 M r¢o<pI1 LI^m -�N`Oco+� 8 -i�(`MOLLon3sO2W¢wyw'nW0W¢ oy"LLw -,s °N�-mcMN+�i 3� N-M-mLL+z zMUJ¢+PI Uoa�o-Io�oEo T� I—ll1yeEm -Rm¢- Bp?nO'Oo 'i z^NN_ R 20' I SEE S :LL II 3n 20 1 0 49 g 7`ti46 5 F¢ 589V4'33E 19+00 20+00 8"W 8° SEWER m "4239 40 41 43 a44 45 46 47�48F rF¢- NN ESMERALDA AVENUE (STA. 10+00.00 TO 23+00.00) SCALE: 1" = 50' HORIZONTAL I" = 5' VERTICAL ti AVENUE r7 .o' �' 1 I rT� CURVE TABLE z Ik CURVE RAONS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 35.00' 13.70' 6.94' 2225'35" 3 35.00 55.08' 35.10' 90'09'45" 4 84.00' 197.94' 1 202.87' 1135'00'55" COMPACTED STREET 3�T p • 3 O-�-pI\IlIN _�Wmaw o`rNn•dmi��+$-r N n-drn-<�J^-1 M r¢o<pI1 LI^m -�N`Oco+� 8 -i�(`MOLLon3sO2W¢wyw'nW0W¢ oy"LLw -,s °N�-mcMN+�i 3� N-M-mLL+z zMUJ¢+PI Uoa�o-Io�oEo T� I—ll1yeEm -Rm¢- Bp?nO'Oo 'i z^NN_ R 20' I SEE S :LL II 3n 20 1 0 49 g 7`ti46 5 F¢ 589V4'33E 19+00 20+00 8"W 8° SEWER m "4239 40 41 43 a44 45 46 47�48F rF¢- NN ESMERALDA AVENUE (STA. 10+00.00 TO 23+00.00) SCALE: 1" = 50' HORIZONTAL I" = 5' VERTICAL ti AVENUE r7 .o' �' 1 I rT� - --. ,•,__ ,crvv 10Tvv 14+Uu 1b+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 LEGEND: ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. TOP OF CURB P.I.V.C, POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE R/W RIGHT-OF-WAY G.B. GRADE BREAK 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 LIGHT -5800 LUMEN PER C.O.B. SID. ST -14. FURNISH & INSTALL STREET LIGHT 9500 LUMEN PER C.O.B. STD. DET. ST -14. CURVE NUMBER FOR CURVE DESCRIPTION TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORK - SEE SCHEDULE T -- -- -•-- ' ,..rw lotvv I/+uu 18+00 19+00 20+00 21+00 22+00 23+00 LEGEND: CON1.1 R1 i z Ik - - - - - - "131-1" - STOP "W3-1" - STOP AHEAD J T Ts "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT V 41 "R3 -5R° - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 Q "R4-7" - KEEP RIGHT O "R81(CA)" - BIKE LANE 2. MOUNTAIN RIDGE ROAD - a� FURNISH &INSTALL INTERCONNECT CONDUIT N > N IN W N "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY �a50 -6" - SINGLE ARROW CODES. COMPACTED "WI -1" - CURVE ARROW 491 "W3-3" - SIGNAL AHEAD -- o - --. ,•,__ ,crvv 10Tvv 14+Uu 1b+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 LEGEND: ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. TOP OF CURB P.I.V.C, POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE R/W RIGHT-OF-WAY G.B. GRADE BREAK 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 LIGHT -5800 LUMEN PER C.O.B. SID. ST -14. FURNISH & INSTALL STREET LIGHT 9500 LUMEN PER C.O.B. STD. DET. ST -14. CURVE NUMBER FOR CURVE DESCRIPTION TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORK - SEE SCHEDULE T -- -- -•-- ' ,..rw lotvv I/+uu 18+00 19+00 20+00 21+00 22+00 23+00 LEGEND: CON1.1 R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - "131-1" - STOP "W3-1" - STOP AHEAD CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE Ts "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)° - NO PARKING "S4-3" - SCHOOL PLANS AND DETAILS. "R3 -5R° - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 FURNISH & INSTALL IRRIGATION CONDUIT "R4-7" - KEEP RIGHT O "R81(CA)" - BIKE LANE 2. MOUNTAIN RIDGE ROAD - "W31(CA)" - END W/OM4-3 MARKER NOT,.- FURNISH &INSTALL INTERCONNECT CONDUIT Wi4-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 'WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "WI -6" - SINGLE ARROW CODES. COMPACTED "WI -1" - CURVE ARROW FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS Itr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. — s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY LEGEND: CONT.) CONSTRUCTION NOTES: NOTES: - - - - - - - PROPOSED SAWCUT LIMIT UNE1. t CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT Sl 5 fANGi412D PLANS AND DETAILS. IR FURNISH & INSTALL IRRIGATION CONDUIT O ,� CONSTRUCTS SIDEWALK PER C.O.B. STD ST_X 6. 2. MOUNTAIN RIDGE ROAD - FURNISH &INSTALL INTERCONNECT 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' UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED Tres Tgs �s FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TR3=No. 31/2 SIZE TR5=No. 5 SIZE TR6=NO. 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. PROPOSED CURB AND GUTTER LINE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER ---------- GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE RIGHT-OF-WAY & LOT LINES O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. Sk CALTRANS TYPE IV ARROW, LEFT OR RIGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. .--. AS APPLICABLE, TO BE PAINTED .., CALTRANS TYPE 1 ARROW O PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER SECTION DESIGNATION - Eh� AS AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. �fOd NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SECTION LETTER A` pR STRIPING '& PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 +N 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHO'6N - 8 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 7qz C.V-tom. PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PERar ��P CAUFI CALTRANS STANDARD SPECIFICATION 8010-21C-19. + 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN S"('- 6 f-67-/7 7 - S/D�Wt+U< CKIJIICKLES),, r"y T ° A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM r,. ` Wti7� t3e+ttrcR3iTStotvA4Y-A an FLOWLINE TO FLOWLINE. Di - - - UNF 4 UNIT I UNF 3 UNIT 4 MIT 3 MIT 4 =o MARDAL AVENUE 1' " " MARDAL AVENUE if ESMERALDA AVENUE SEE SHEET 6 0n SEE SHEET 4 I SEE SHEET°.6 30'1 ' 1I -4-6 30' 030' aJ9 o ry 30 30' ' 33 2 20" 2 201 7 2 26 0, 0012 25 5' ' 17 /^\ 2S zy> wci'�' 1 m m e<¢o n m M /i'2 �. 53 t <e o o N wlm 4 0-/ �Q ++ z o n m _ o xo mo 75 / 1 w3 I ++ o Im > o ++z M+o 2P/4v I 1 `P + 0 0 ry> <v [V N F- N T W / N K 10 3+ O �' ± �. 1.- SSP O' 76 4 5 I m N N / I �I c>r�� ti :'I �"x m' 4'24 S P 90325 Fd 10 �� 34 ¢ m T2MPOR,4R`� 7U/L,(-ARoU,ID I Ic�v,m mmzi-- ,ryp'y/'VP F.�F� I m 'e 1� � « � Ya�o ti 2 � > o S P � I �? � I z ci FF I Y ---_- To fl-GeNS/C✓G[fr9 wl'mi civ, m , i� �V3P e?� 0i0jv I 3w m c� m d c� r+i, �o m c� m d ,nwm m a 7,� �`"� a0 .00� V..O ,SSP _3 3 o m m mm z UNC ✓*N R6M OV6D wr 16 7I D T-1 2DRAIN 2=us' ' "� cti o' S25T c�C5e6D5+1-T.als �`/CP- 0ox6 fLMTERSEC110N44 STA. 10+00.00 C.L., BEEVES ST= m 4 �SSP 10 ,y@ S E' INTERSECTIONm00 24+06215.00'- \ a xSTA. 12+40.00 C.L., MARDAL AVE. z N00'85 11+00' o 1 12SSPS�// ;" -+-C i ti/ x STA. 10+00.00 C.L., ANTIOCH LN: I 1 �, 2 589'04'33 �`, nS I '3\U'STA. 17+15.70 C.L., MARDAL AVE. N00'5527"E0012+00N' NW 74 - - - - 249.9'5' �-- - . s "' ' - - -- _ 240.0__6 W - ---� 23 15 1 m 5.1 s6 2 ___ 0 /8" b o b D z I fE INTERSECTION rJ1 z 3 \\ 1 I �PZZ / __-y_ _• __ 6Cs' I � STA. 14+76.38 C.L.. ESMERALDA AVE. 2I w m It ¢ J ,I, \ 3 M 143 3 3Ln.JKBT '�HSEN(SN'I'{oR "i�r-1W 1m molm:, m o I� 'ml y I _rg jj TUzq/-RWNr,U`A�6.fj t>. 4 F=nWaA ' I`� > ��'�.. r ,o I o -_ �ll I N (9032 0 3 1 z N27 N 903201 `ro Iz 22 -__ 1 `° I� 11 35 090 m I "e �DR4IeJA66 v.T.ao l�1 CVS`( To G- 0. Fi + 3 +m }. 3 + `� z m o `� 1{ �L1 0 318 ° den Oo<, No.:1-]/6,6oii- O/,oJ IN �_ „'�-n' N I 5' 73 1 z I ti� 1 m �� I I z 14 6,.,: I 20' \` 50 I 5' m 6ti t P.R.C. 5' z 1 I o_q-__-__.--_-_ 30' ___ 5 m'�---- z mm 5' STA. 12+62.40, C.L. 87.27RT= 42 1 ? �0 1 00 5' 20 20 1 m p 'ta� 20 20' STA. 13+51.08, F._L 20 20 cd" o 20 X20'--- . nn FIRE ISLAND DRIVE I 30 X30' I o0 4 28 1 30' 30" 30 30' I �� 12 36 of I 30' 30' t N N SEE SHEET 73 as MARDAL AVENUE 0 ESMERALDA AVENUE MARDAL AVENUE ESMERALDA AVENUE m in m SEE SHEET 6 ""�' m m m SEE SHEET 4 SEE SHEET 6 w """ m m y SEE SHEET 4 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 13.70' 6.94' 22.25'35" ESMERALDA AVENUE BEEVES STREET 3 84:00 19 94' 20287' 135roo55" ANTIOCH LANE (STA. 23+00.00 TO 24+46.38) (STA. 10+00.00 TO 12+40.00) 4 20.00' 31.47' 20.06' 9909.45" (STA. 10+00.00 TO 12+40.00) 5 20.00' 31.36' 79.94' 89'50'15" SCALE: i" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 6 20.GO, 31.42' 20.00' 90,00'00" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL 7 84.00' 165.22' 166.06' 12620'09" 1" = 5' VERTICAL O O 23+uu 24+UU 354 352 350 348 346 344 342 340 338 25+00 352 350 348 346 344 342 340 338 336 10+00 11+00 12+00 13+00 352 350 348 346 344 342 340 338 336 354 352 350 348 346 344 342 340 338 10+00 11+00 12+00 354 352 350 348 346 344 342 340 338 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE a IS TO GO FROM FLOWLINE TO FLOWLINE. 4" ld1tYJE '$EitiA2"T.'R.IU6WAY APPROKC}L3 dFl`LY' }j , __ 1� 354 352 + 352 354 -._. ,-_- F ,- r __. I __ � _. 354 a w o M M > 2 ,_ �o M ... 352 350 � , -_ m 1 m , T .. r _. 350 352 N _ _ w � ---J 352 * -i_ "'- � w348:, 350 348 ---_S ¢ -U ' __ T -_. 4 � PPRdxIMAT_E_ x snNc j L ±-_ 348 "It 350 �- ¢I _ > -- �'i,,- -+ +----- -- --ri-------- + _. _J L. 0 1 +----i w--�,�i - I-IZ� 350 i �o-- L m 348 346 r w� W- _ GRADEi®CEN RUNEF--'�6' _ _ _ _ _ - _-v.- .._ .346 --J1 348PROXI-- L L ¢. GRADE EXISTIN-ATE EXISTIN �ERLINE� m I ¢i 348 ®bE _ cs -' ID' $WAC _ -_.'._. S. 0.73% � o w �- ¢� _ 0 9- - F'�- S=- p S= .699, _ 346 344 8 i °-__ 25 ,___. 344 346, _ - _ . 1' 346 w_. W n ? I�� Iz - _cam m �m,W N m m .- !1-- - _ _- '- _I¢._; `= _ ' j 1. - -'.,, _ . �� WIN w _ _ Q. _ _ �-__- - _ PROPOSE EAST FLOWLIN N _ _ _ W 1 342;`--- -:, __ __ -� 342 344- _ s ost 34'4 _._PROPOSED SbU FLOWLINE _ I- 1344 Zi� I A -G. PnJi 2 M - -- --moi_ W D� _2'ti� ---��m IOU ,.. >>M 1,1� n APPR, YbD0m.�1� o Y PROPOSEd EA_S_T_RLOWLINEi-� c._1 J;3� 342 IOU I 340 ---- w;" r - --<1 1 � I`',34A DA,e 342 N _ . -M�M < R.c.E I'_ ,. - a T� --_. _.. ra I < 342 1 I% n � a a 333zzw-ro »> x� -. o� ml 338 -___ �lEa I __ _ Lo ` --- - �-- rt I. -_ 338 340 _-.. > _ - U I 6 1 O 340 Z r 2 6'coMPAcTED Q 1 h.EVIS,od w '"c?'I Ll Q f 4 �a a _ -- j U ± UNO 336 - 338 SU8GI24D�ro 1- z -1- � i- a -- __ - I - z 338 R oven F3 / a - . _. ., 338 - .tea. s a 1 i-1'- t: __ - r - a_: I-� 338 - ---_-_ ..... -. ---. =UJI T uswleo- I t> u.A o.Frc _.. _ JE TEMPORAR\( TUIRN-AK000D45� m U � 23+00 24+DO t0+00 11+00 12+00 10+00 11+00 12+00 n m IyJ NPVS i Q H LEGEND: LEGEND: (CONT.1 LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: Q ABBREVIATIONS R7 - - - PROPOSED SAWCUT UNIT LINE 1 O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN F.L. FLOWLINE P. V C '.POINT ON VERTICAL CURVE FURNISH & INSTALL TRAFFIC SIGNS PER c.o.H STD. T-19: i W s PLANS AND DETAILS. C.L. B.V.C. BEGIN VERTICAL CURVE '.ENI "Ri-i" -STOP °w3 -t^ - s1oP AHEAD s FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 *. CONSTRUCT SIDEWALK PER C.O.B. STD ST-iC 6. 2. MOUNTAIN RIDGE ROAD - ELEVATION VERTICAL CURVE ELEVATION E.V.G. '',POINT 'R6 -i° -ONE WAY °SS -2° -ENO SCHOOL ZONE ,a FURNISH &INSTALL IRRIGATION CONDUIT a' PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER B.C.R. .C+R. OF INTERSECTION BEGIN CURB RETURN P.I. INT "R5-1" - DO NOT ENTER °S4-2" - WHEN CHILDREN ARE PRESENT "S4-3° CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER O.$O' COMPACTED E.C.R. END CURB RETURN P.R.C. :POINT OF REVERSE CURVATURE '.PONT "R26(CA)" - NO PARKING - SCHOOL IC FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. - In B.C. BEGIN CURVE PCC OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY E.C. END CURVE P.C.C. (TOP OF CURB "R4-7° -KEEP RIGHTC.O.B. X63 ,55 16 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 0 CONSTRUCT 12' WIDE CROSS GUTTER PER C STD. ST -17. PER C.O.B. STD. ST -9. P.I.V.C. POINT OF INTERSECTION T.P. .TOP OF PAVEMENT "R81(CA)° - BIKE LANE 1R3=N0. 3 i/2 SIZE TRs=NO. s SIZE TR6=N0. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER OF VERTICAL CURVE F.C. ':FINISH CONCRETE "w31(CA)" - END w/OM4-3 MARKER NOTE. PROPOSED CURB AND GUTTER LINE GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE R/W RIGHT-OF-WAY G.B. (GRADE BREAK W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14 -2I" - NO OUTLET UNLESS OTHERWISE INDICATED 8Y ---------- RIGHT-OF-WAY & LOT LINES EXISTING COMPACTED TO 95% RELATIVE DENSITY P - S PER C.O.B. STD. ST 9. w1-7° - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA SO SAWCUT E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. ST). ST 13. "WI -6° - SINGLE ARROW CODES. low CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS WITH 3.5' OPENINGS "WI-/" - CURVE ARROW PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. EXISTING SURVEY MONUMENT ., "W3-3° - SIGNAL AHEAD © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T -i. -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS CALTRANS TYPE IV ARROW, LEFT OR RIGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. AS APPLICABLE, TO BE PAINTED ' FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. SID. T -i. ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS aw CALTRANS TYPE I ARROW O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION DE51QNATION: As APPLICABLE, To BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. FURNISH &INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. ST -14. CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. t A- .. '° ya 6ECTON LEDER FES NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.0.8. STD ST -3 FURNISH & INSTALL STREET UGHT 9500 LUMEN PER C.O.B. STD. DET. ST -14. s SEWER -REFER TO SEWER &STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT V STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O 9 RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 ' o CURVE NUMBER FOR CURVE DESCRIPTION® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ) d [�p. G51C2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. AS DIRECTED BY THE ENGINEER. SHEET WHERE SECT is SNOYM ¢ ! _c TAPER NUMBER FOR TAPER DESCRIPTION SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. t ® V ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. Y 1 E 0.6 ITEM OF WORK - SEE SCHEDULE TRACT BouNoaBY ;,`.sT IN;l =S" 11 O PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER '.,.. � � � � � � � � � � � � UNIT BOUNDARY - ;:* CALTRANS STANDARD SPECIFICATION 8010-21C-19.'`��`C''"`� � 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE a IS TO GO FROM FLOWLINE TO FLOWLINE. 4" ld1tYJE '$EitiA2"T.'R.IU6WAY APPROKC}L3 dFl`LY' }j , e. NN F 2 �o z woo a' f 00 n Z J U O Z Q Q U W co 28W =UJI F W JE m U � a> n m IyJ i Q H Q J o Q c o W � o W o a' In W W ,^ V! IL 0 e. 68 CURVE TABLE LEGEND: (CONS CURVE I RADIUS _-- DELTA i 1 20.00' 1 31.42' 1 20.00' 90'0000" 2 1 20.00' 1 31.36' 1 19.91V 1 89'50'15" 3 1 20.00' INTERSECTION 67 90'0945" ELEV. ELEVATION E.V.C. :END VERTICAL CURVE STA. 10+00.00 CL, MARDAL STA. 14+8000 C.L.. PACK. WOOD B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "R5-1" - 00 NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT O E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "S4-3" - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE O "R3 -5R" - RIGHT TURN ONLY "R2 -l" - SPEED LIMIT 20 66 E.C. END CURVE P.C.C. .TOP OF CURB "R4-7" - KEEP RIGHT P.I.V.C. POINT OF INTERSECTION T.P. '..TOP OF PAVEMENT "R81(CA)" - BIKE LANE OF VERTICAL CURVE F.C. FINISH CONCRETE �' "W31(CA)" - END W/OM4-3 MARKER NOTE: I R/W 5- T 'W14 -i" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 20' I 20' , _--- 30 30' I SHEET 12 354 _._-_-t 352.1.,--- o M 350,---$' 348 346'I-- Y�o 344 s 342 - I 340 338' - 354 352 350 348 346 344 342 340 338 10+00 10+00 FI BEEVES STREET wn o SEE SHEET s oo w n 000' S 1 n 30' 13n, ¢ ~ 20' 30' 17 0 0 d mN •�; N NofI_I Fm -• N mN.: t'+I oI_ ++ 6 W 3Q 0yc' 6 aLLIlI wQ oe mz Quti+inao< w NVIZO 3 Z N N m N O¢ 1¢- w N O Fh -----�_ - 2- r 3 2 _ - II 1 n+oo 6 3 p 72+00 24" DRAIN � 18" DRP i89'04.33_E_ + _ - _p�_Dn. 513+00 p _ 74+00 p 1 _ 15+ s 1 B" SEWER s4 + s s 8" SEWER s—1-'3Qr` oa LL w 4 jF LL 11 ILL J� it �/ o ln' °i Im m w Irn m ,rn Im a 8 m<m3 0 3 oln 'a I'OT o ry M+wo ++ 3+.F3+ ¢w+ - 3+M3 m 3+n3N bar 53oa1 �ml� Ire -50 1M I 49 <> 48 .w+ _ > < `a¢ ` tiLL ti1.:wJty civ' -i c:�vl�m ca vl �� c-y� ztici iv�ia oo oo �� IN I 52 oo I m ++ 51 I m m m o0 ++ w� U w <o I I I I 47 ++ , ofJy I -no+ o` �^ lnH NN 0 NN APPRO"'MdIE CENT€XIS NG + ;I wI GRADE ®ERLINE ¢ le m ¢ m ti -WWV 11+00 12+00 13+00 14+00 15+00 MIT` 3 x ®„ ANTIOCH LANE m ri ¢� SEE SHEET 5 011 o n II o n. aj �n aao p "wI -2 U IJ J, 10 m 12 16 n< om I I I19 20 ww,w �� � Iw LLI �n I 5 Im owz ti�w°1ILL � IJ IJ IJ I� - IJ J ,J ¢¢ 1 �U no wl to ui via J n o 0 o tii.,: LL ILL wl tiriw Iw do ,� ,": IrnW�o¢�IoT 9 13 n> 14 0 15- +^x° o 0 0= owLLo� Ig I�17 > 18 n o 0 0 I ++ 3+ + L 3J + 3 3+ m ¢ w Q m + mI 3++3+ + 3++R + } + mIOQ NIT "� OO,LLNIOU h0¢M smI`z `•--I •-I>w ti 1 -II ( Fd¢`�m > > mIrn Im mtom+3 l0 3++3+ +w+ >.-,Nw -`" mlNm IN 0 o ti o ad¢a l` = > °' ryow o o I-- I ++3 N IN N If o I` ,`"' > N ' zom =-�N L_�N __��=N z c�mmzo N�v¢ni c+N IN od v¢�i d oa Fa Fdw� � o¢Ir od Fled uddowl��ddoald of 'J L ` 1 -- -- -- -- -- __ CR IN 76+DOD 2 18" DRAIN 17+00 "1 ORP\N I 19+00 1 '� o 2 18" DRAT _ >� _ 4g S89V4'33'E 18+00 I 20+00 __ �_`"'" 27+00 500.00' 22+00 NW s 8" SEWER s s ---�— �- _ s _ - _ + 5 _ _ _ + 89'04'33"E 470.00LJ, 3 Q = 1 1 1 2 8" SEWER s 1 2 w Z3 3 0 �N 3 m o N m Id 'a I ' a ¢o to 'a to T to Im Im o Im Irn ,rn oo - �0LLo oQN Il a o-3S�JQo ` o3I` o+ IM o3 Im 3 LLl"0> 3- ImN 3a+ 41 l+ SJh 43 '42 0 45 IF> 40 9 37 1,36 I'zZ� >34n 'Q3 1 5 20' J �46 I I 44 'o 38 w 6d f y `�' "II; '�' N ('m'` c-✓ �5 I ++onNs+�Jo' o' LADOGA LANE �o A SEE SHEET 9 ? F F N N m rn CARIBOU LANE mm MARDAL AVENUE (STA. 10+00.00 TO 23+00.00) SCALE: i" = 50' HORIZONTAL 1" = 5' VERTICAL STA. 16+00 17+00 18+00 HICH STA. 19+00 20+00 21+00 SEE SHEET 9 -1- REVISION APPROVED P.C. 5. 33322 ApP20vSfj &( C/4 DRNI6L 12-C.6. x,7009, 22+00 23+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 CURVE TABLE LEGEND: (CONS CURVE I RADIUS I LENGTH I TANGENT DELTA i 1 20.00' 1 31.42' 1 20.00' 90'0000" 2 1 20.00' 1 31.36' 1 19.91V 1 89'50'15" 3 1 20.00' 1 31.47' 1 20.06' 1 90'0945" 14+00 15+00 MIT` 3 x ®„ ANTIOCH LANE m ri ¢� SEE SHEET 5 011 o n II o n. aj �n aao p "wI -2 U IJ J, 10 m 12 16 n< om I I I19 20 ww,w �� � Iw LLI �n I 5 Im owz ti�w°1ILL � IJ IJ IJ I� - IJ J ,J ¢¢ 1 �U no wl to ui via J n o 0 o tii.,: LL ILL wl tiriw Iw do ,� ,": IrnW�o¢�IoT 9 13 n> 14 0 15- +^x° o 0 0= owLLo� Ig I�17 > 18 n o 0 0 I ++ 3+ + L 3J + 3 3+ m ¢ w Q m + mI 3++3+ + 3++R + } + mIOQ NIT "� OO,LLNIOU h0¢M smI`z `•--I •-I>w ti 1 -II ( Fd¢`�m > > mIrn Im mtom+3 l0 3++3+ +w+ >.-,Nw -`" mlNm IN 0 o ti o ad¢a l` = > °' ryow o o I-- I ++3 N IN N If o I` ,`"' > N ' zom =-�N L_�N __��=N z c�mmzo N�v¢ni c+N IN od v¢�i d oa Fa Fdw� � o¢Ir od Fled uddowl��ddoald of 'J L ` 1 -- -- -- -- -- __ CR IN 76+DOD 2 18" DRAIN 17+00 "1 ORP\N I 19+00 1 '� o 2 18" DRAT _ >� _ 4g S89V4'33'E 18+00 I 20+00 __ �_`"'" 27+00 500.00' 22+00 NW s 8" SEWER s s ---�— �- _ s _ - _ + 5 _ _ _ + 89'04'33"E 470.00LJ, 3 Q = 1 1 1 2 8" SEWER s 1 2 w Z3 3 0 �N 3 m o N m Id 'a I ' a ¢o to 'a to T to Im Im o Im Irn ,rn oo - �0LLo oQN Il a o-3S�JQo ` o3I` o+ IM o3 Im 3 LLl"0> 3- ImN 3a+ 41 l+ SJh 43 '42 0 45 IF> 40 9 37 1,36 I'zZ� >34n 'Q3 1 5 20' J �46 I I 44 'o 38 w 6d f y `�' "II; '�' N ('m'` c-✓ �5 I ++onNs+�Jo' o' LADOGA LANE �o A SEE SHEET 9 ? F F N N m rn CARIBOU LANE mm MARDAL AVENUE (STA. 10+00.00 TO 23+00.00) SCALE: i" = 50' HORIZONTAL 1" = 5' VERTICAL STA. 16+00 17+00 18+00 HICH STA. 19+00 20+00 21+00 SEE SHEET 9 -1- REVISION APPROVED P.C. 5. 33322 ApP20vSfj &( C/4 DRNI6L 12-C.6. x,7009, 22+00 23+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 LEGEND: (CONT. CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINEOj CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts -FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT Ae,5' STAIJc�pR I:) PLANS AND DETAILS. " 2. MOUNTAIN RIDGE ROAD - IB FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT . "SIDEWALK PER C.O.B. STD ST-{ Ce PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER I� FURNISH & INSTALL INTERCONNECT CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T133 TL5 %s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECTCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PROPOSED CURB AND GUTTER LINE PER C.O.B. STD. ST -9. PROP3 SIZE TRSTERo. 5 SIZE P2fi=N0. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER OSEGUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT LINES O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. low CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHpn r-Rnnc CALTRANS TYPE IV ARROW, LEFT OR RIGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION DESIGNATION: AS APPLICABLE. To BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION LETTER NOTE;® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 `_-_ q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 9 AS DIRECTED BY THE ENGINEER. SHEET WERE SECTION IS SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. /,-,\PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ST -7 - Lt SIDEWALK (,`uct`45� A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 1 IS TO GO FROM FLOWLINE TO FLOWLINE. LwtoE 00AWP:t91'4uWAv P?veoa>.'.ttES 111)6Y ® P-02-/7 LEGEND: LEGEND: (CONS O ABBREVIATIONS O F.L. FLOWLINE P.O. V.C.'POINT ON VERTICAL CURVE Riy FURNISH &INSTALL TRAFFIC SIGNS PER C.0.8. STD. T-19: C.L. CENTERLINE B.V.C. '..BEGIN VERTICAL CURVE "R7-1" - STOP "W3-1" - STOP AHEAD ELEV. ELEVATION E.V.C. :END VERTICAL CURVE "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE m = B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "R5-1" - 00 NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT O E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "S4-3" - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE O "R3 -5R" - RIGHT TURN ONLY "R2 -l" - SPEED LIMIT 20 E.C. END CURVE P.C.C. .TOP OF CURB "R4-7" - KEEP RIGHT P.I.V.C. POINT OF INTERSECTION T.P. '..TOP OF PAVEMENT m "R81(CA)" - BIKE LANE OF VERTICAL CURVE F.C. FINISH CONCRETE �' "W31(CA)" - END W/OM4-3 MARKER NOTE: R/W RIGHT-OF-WAY G.B. GRADE BREAK T 'W14 -i" - DEAD END SIGN NUMBERS ARE FEDERAL CODES w "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "Wl-7" - DOUBLE ARROW (CA). (CA)INDICATES CALIFORNIA FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. , "W1-6" - SINGLE ARROW CODES. a w v "WI -1" - CURVE ARROW i� m EXISTING SURVEY MONUMENT "W3-3" - SIGNAL AHEAD + j Z FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- —D-- + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �a FURNISH & INSTALL STREET ❑GHT-5800 LUMEN PER C.O.B. STD. ST -14. -d- CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. o FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SPI. DET. ST -14 SEWER - REFER To SEWER & STORM DRAIN PLANS s + CURVE NUMBER FOR CURVE DESCRIPTION ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. OTAPER NUMBER FOR TAPER DESCRIPTION ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE TRACT BOUNDARY g - - - - - - - - - - - - UNIT BOUNDARY LEGEND: (CONT. CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINEOj CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts -FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT Ae,5' STAIJc�pR I:) PLANS AND DETAILS. " 2. MOUNTAIN RIDGE ROAD - IB FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT . "SIDEWALK PER C.O.B. STD ST-{ Ce PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER I� FURNISH & INSTALL INTERCONNECT CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T133 TL5 %s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECTCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PROPOSED CURB AND GUTTER LINE PER C.O.B. STD. ST -9. PROP3 SIZE TRSTERo. 5 SIZE P2fi=N0. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER OSEGUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT LINES O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. low CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHpn r-Rnnc CALTRANS TYPE IV ARROW, LEFT OR RIGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION DESIGNATION: AS APPLICABLE. To BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION LETTER NOTE;® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 `_-_ q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 9 AS DIRECTED BY THE ENGINEER. SHEET WERE SECTION IS SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. /,-,\PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ST -7 - Lt SIDEWALK (,`uct`45� A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 1 IS TO GO FROM FLOWLINE TO FLOWLINE. LwtoE 00AWP:t91'4uWAv P?veoa>.'.ttES 111)6Y ® P-02-/7 O O O O th m = N ie O F- O � O O m o o �' O S F T w U , co a w v m z j Z V �a � Q g 0 111 W t0 hFlRE ISLAND DRIVE 4 ? SEE SHEET 13 L�� g-- --- -- -- -- - - �- I-N 1 __ 00 ___f_1 _ 589'04.33"E 24+00 I 25+00 2 ' 6 5 F100 w rn o 6" SEWS J F; < . N33 IG 32 �" N31 I� = I X29 + 28p N 30 > Nw N F N Z 1 3�+ �F m N MARDAL AVENUE (STA. 23+00.00 TO 26+85.70) SCALE: 1" = 50' HORIZONTAL I" = 5' VERTICAL T �N s 72 1 N � 1 71 U.1 w TI -- z �w1 a 170 n N i 69 20' 20' J. 30' FIRE ISLAND DRIVE SEE SHEET 13 U UNT 3 I ESMERALDA ILL J I� IJ � I�If J I4 �0 22Q �o < X23 24, p �� X25 26> In I + le 3 + In w In > N I o N Iw >. N IA 1 202.06' hFlRE ISLAND DRIVE 4 ? SEE SHEET 13 L�� g-- --- -- -- -- - - �- I-N 1 __ 00 ___f_1 _ 589'04.33"E 24+00 I 25+00 2 ' 6 5 F100 w rn o 6" SEWS J F; < . N33 IG 32 �" N31 I� = I X29 + 28p N 30 > Nw N F N Z 1 3�+ �F m N MARDAL AVENUE (STA. 23+00.00 TO 26+85.70) SCALE: 1" = 50' HORIZONTAL I" = 5' VERTICAL T �N s 72 1 N � 1 71 U.1 w TI -- z �w1 a 170 n N i 69 20' 20' J. 30' FIRE ISLAND DRIVE SEE SHEET 13 U '27 + I ESMERALDA AVENUE J 20.00' 346 O Q K1} O to }NZ o Q ZQ} 4 n I + O +3 + 47 U 1 84.00' 1 197.70' 1 202.06' 5' hFlRE ISLAND DRIVE 4 ? SEE SHEET 13 L�� g-- --- -- -- -- - - �- I-N 1 __ 00 ___f_1 _ 589'04.33"E 24+00 I 25+00 2 ' 6 5 F100 w rn o 6" SEWS J F; < . N33 IG 32 �" N31 I� = I X29 + 28p N 30 > Nw N F N Z 1 3�+ �F m N MARDAL AVENUE (STA. 23+00.00 TO 26+85.70) SCALE: 1" = 50' HORIZONTAL I" = 5' VERTICAL T �N s 72 1 N � 1 71 U.1 w TI -- z �w1 a 170 n N i 69 20' 20' J. 30' FIRE ISLAND DRIVE SEE SHEET 13 U UNT I o ESMERALDA AVENUE 348 20.00' 346 SEE SHEET 4 00 344 2 39 30' 30' 1 30' N 4 n I 20' 20' - 2 + 47 U 1 84.00' 1 197.70' hFlRE ISLAND DRIVE 4 ? SEE SHEET 13 L�� g-- --- -- -- -- - - �- I-N 1 __ 00 ___f_1 _ 589'04.33"E 24+00 I 25+00 2 ' 6 5 F100 w rn o 6" SEWS J F; < . N33 IG 32 �" N31 I� = I X29 + 28p N 30 > Nw N F N Z 1 3�+ �F m N MARDAL AVENUE (STA. 23+00.00 TO 26+85.70) SCALE: 1" = 50' HORIZONTAL I" = 5' VERTICAL T �N s 72 1 N � 1 71 U.1 w TI -- z �w1 a 170 n N i 69 20' 20' J. 30' FIRE ISLAND DRIVE SEE SHEET 13 U NT 4 352 LENGTH ESMERALDA AVENUE 348 20.00' 346 SEE SHEET 4 00 344 2 39 30' 30' 1 30' N 4 1 2225'35" I 20' 20' - 340 + 47 , 1 84.00' 1 197.70' 1 202.06' 5' z I �0 UNITS STANDARD PLAN RSP A88A CASE A. ++ n TO 95% RELATIVE DENSITY T23 TR5 i6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECTPER 38 = P Q a TR3=N0. 31/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE cc ® p w N 3 y„ 48 m 33 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER I I Iz GUTTER LIP TO A DEPTH OF 12". -- 0.40' AGGREGATE BASE `3 ----------RIGHT-OF-WAY & LOT LINES 5 O 3 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. rL INTERSECTION EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER \� mx` STA. 10+00.00 GL, PETERBORO AVE: i 34 0 0 STA. 22+31.38C.L, ESMERALDA AVE. s�,ti BE TYPE "A" WITH 3.5' OPENINGS +00 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, 49 ( N005s'P7^E^E - OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. IAL AVE.- VE _ISLAND RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. 1 ISLANDOR. i ---Q4N Q II 50 w Iso3sg r 0 1 i p N N 2 N 1 1 CALTRANS STANDARD SPECIFICATION 8010-21C-19. I 51 3D' 0 0^ 1 ++ f A -- �) l8DEEP TEMPORARY SUMP -To BE �. CONSTRUCTED WIT14 UNIT I AND REMOVED WITR UNI' 3. VOLUMe ICE4LItREP-I125 LF VOLUME PROVIDED -2.280 LF 5UMP ?>OTT DK ELEVATIOIJ - 342.95 354 352 350 348 346 344 342 340 23+00 24+00 25+00 26+00 T 338 27+00 23+00 24+00 25+00 26+00 O O LEGEND: ABBREVIATIONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. '.BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. ..POINT OF INTERSECHON E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC 'POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. .TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE R/W RIGHT-OF-WAY G.B. GRADE BREAK 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 LIGHT -5800 WMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT 9500 LUMEN PER C.O.B. STD. DET. ST -14. CURVE NUMBER FOR CURVE DESCRIPTION TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORK - SEE SCHEDULE 354 UNT 352 LENGTH 350 �' BOGART DRIVE 348 20.00' 346 Aii 344 2 39 30' 30' ' 342 1 2225'35" N D RCI SIa.W 340 avl'Rov R.G E. 333 z2 338 27+00 pppRoY� 9`(: _���1� pANIEL PARI LL DATA a C't, Gn7DOS LEGEND: (CON3.1 R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i "R1-1" - STOP "W3-1" - STOP AHEAD "R6-1' - ONE WAY ^55-2" - END SCHOOL ZONE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT ^R26(CA)" - NO PARKING "54-3" - SCHOOL 'R3 -5R' - RIGHT TURN ONLY °R2-1" - SPEED LIMIT 20 R4-7" - KEEP RIGHT "R81(CA)" - BIKE LANE "W31(CA)" - END W/OM4-3 MARKER NOTE. "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2° - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -Y - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "WI -6" - SINGLE ARROW CODES. "WI -1" - CURVE ARROW "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS Itr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 5 SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY I s � a1LL � _ n 36 '- c-vv�w Tn of p 37�== ESMERALDA AVENUE w Ny m yy a yN SEE SHEET 4 356 354 352 350 348 346 344 342 340 356 354 352 350 348 346 344 342 340 rmlma �_ PETERBORO AVENUE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 CURVE TABLE UNT 5 LENGTH TANGENT �' BOGART DRIVE 1 20.00' o SEE SHEETS 2 AND 3 90'00'00" 2 39 30' 30' ' 1 6.94' 1 2225'35" N D 0' 2 3 } O VL 5' 1 84.00' 1 197.70' 1 202.06' 134'51'11" z I �0 UNITS STANDARD PLAN RSP A88A CASE A. ++ n TO 95% RELATIVE DENSITY T23 TR5 i6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECTPER 38 = P Q a TR3=N0. 31/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE cc ® O 1.- y„ ® COMPACT SUBCRADE TO 95% OF MAX. TO 12" BEYOND 33 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PRorose0 cuRe AND W ER LINE GUTTER LIP TO A DEPTH OF 12". -- 0.40' AGGREGATE BASE 14 W ----------RIGHT-OF-WAY & LOT LINES 5 O 3 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 6" SEWER EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER \� mx` iz+ 4a-oo i 34 '; _ s�,ti BE TYPE "A" WITH 3.5' OPENINGS I s � a1LL � _ n 36 '- c-vv�w Tn of p 37�== ESMERALDA AVENUE w Ny m yy a yN SEE SHEET 4 356 354 352 350 348 346 344 342 340 356 354 352 350 348 346 344 342 340 rmlma �_ PETERBORO AVENUE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 CURVE TABLE WRVS RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 1 35.00' 1 13.70' 1 6.94' 1 2225'35" 3 1 35.00' 1 54.98' 1 35.00' 9000'00" 4 1 84.00' 1 197.70' 1 202.06' 134'51'11" 356 354 352 350 348 346 344 342 340 10+00 11+00 12+00 13+00 356 354 352 350 348 346 344 342 340 U Nu 2 WHALEBACK AVENUE 0 o SEE SHEET 10 N 55 1 o' N 20' 2 Jp J U4 w �p ornr I o J i 35 00 ^�� pp I o3IW m (M o o�� 54 'yam g- _ Nom* I� H ----- -d 3 SG I -- II 36 INTERSECHO 1 I 2 77+00 STA. 11+29.08 12 - _ _ STA 12+85.56 _ N00'S5"27"E 12 .08' - � 1 I w " 37 zo I FI. 53 It 90341' o O N m l 38 U G$ti ti 4 5 �o 52F -_-- o+ POT WFIALEBACK AVENUE w d odd SEE SHEET 10 ONVI 0~N VESSEL WAY (STA. 10+00.00 TO 11+29.08) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 10+00 11+00 10+00 11+00 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ,p - - - - - - - - - PROPOSED SAWCUT UMIT LINE1. Ao 1 CONSTRUCT TYPE 'B' CURB &GUTTER PER C.O.B. STD ST -1 SEE SEWER AND STORM PLANS AND DETAILS. DRAIN PLANS FOR STORM DRAIN Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT SIDEWALK PER C.O.B. STD ST -`%C �. 2. ID MOUNTAIN RIDGE ROAD - iR FURNISH & INSTALL IRRIGATION CONDUIT MOVEMENT BE 0.30' TYPE "B" A.C. OVER is FURNISH & INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED �0 UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T23 TR5 i6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECTPER CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. Q C.O.B. STD. ST -9. TR3=N0. 31/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE cc O 1.- y„ ® COMPACT SUBCRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PRorose0 cuRe AND W ER LINE GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ----------RIGHT-OF-WAY & LOT LINES 5 O SAWCUT COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER > > mx` won CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS Z , '; 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS TWE IV ARROW LEFT OR RIGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. AS APPLICABLE, TO BE PAINTED Q r CALTRANS TWE I ARROW O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION DESIGNATION 1 AS APPLICARIE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION LETTER 'o 3 NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3--_ A SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT P' k IC2 '° STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 +I PER CALTRANS STANDARD SPECIFICARON 8010-21C-19. O AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION Is sHom F rF F ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. Am AVE. -`:- PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER ap 11 4 �% `� W W 5 t CALTRANS STANDARD SPECIFICATION 8010-21C-19. + ,p INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN S -f-7 - @ Sit wAI rKNUa r_es} 'a 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE q' Vfy,p6 agµ,N1p v)em WAV Ap-Rpgr !�:6N�y .,x Z IS TO GO FROM FLOWLINE TO FLOWLINE. T- `^ O W Q �0 �cc Q Q cc O 1.- y„ g W J a. Lu x W Q U) v W LLL > > mx` a> Z , '; j p2`m JQ H- Q cc -`:- PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER ap 11 4 �% `� W 5 t CALTRANS STANDARD SPECIFICATION 8010-21C-19. + ,p INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN S -f-7 - @ Sit wAI rKNUa r_es} 'a 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE q' Vfy,p6 agµ,N1p v)em WAV Ap-Rpgr !�:6N�y .,x LL IS TO GO FROM FLOWLINE TO FLOWLINE. T- `^ O 1I1\III\ /1I1/III N �/�//\/)� II PACKWOOD DRIVE SEE SHEET 12 N LADOGA LANE 3� a I 320' 20'0 30' �w Iw Iw IIW I�� I IJ I I-' SEE ' SHEET ' 964 �If* 8 6 30' 30' 17 iJ 421 1J 20$ 2200 TV 9o,r�M}i, 1 Nmd LIII -`O Xoh15} 18+ e+ "OzomoW NmO o�>3a IIIM^�NO�+l+ 63 i N d N1TION STA. 10+00.00 C.L., AVE.= f N STA. 12+40.00 C.L., PACKWOOD DR Ii`6io¢zz-' ' l 2 o I 1 s s 8" SEWER N 1 I' 62 I _§89'094'33"E _ 11++00 ___�___ s ___ a- s s 8° SE I ;,, 'o .� 1 18 1 12+00 13+00 14+00 wl 3 9 J 7 1 2 16+00 - Ib 6 17+U� 24° DRAIN - ----- I al w 3 z 61 o� 32G0' 300 • I1 oo LL 3>a N"- III�W+ ow F«" �'oa� +o� 20 IIIM��m,MM °28 27a 26 X30 I-29I2522PACKWOOD E IVE > r M r M> SEE SHEET 12 31 I I �'1 Iw ov v, Im cww Im �m hcay h �"I"�" h oa Fvv ly c+m �y �mc�m ylz ti��ii ¢ti�I 'N @o 0 ++21 19 I I I I I I I ► 1=aaWJ mom oti I I 7m mN�:o aonl 300'' 2 • �FFFlTCHBURG DR a " O mmzo m mv, SEE SHEET 10 gsrlslo�l T°� CURVE TABLE - .wpplzovefl sy. A. MCINToSH PATE CURVE RADIUS LENGTH TANGENT DELTA "" R.cf-r- 3Zz 2°.00 31.42 2°° 9D 00°°" COMMONWEALTH AVENUE 2 1 20.00' 31.36' 19.94' 89'50'15° a 3 20.00' 31.47' 20.06' 90'°9'45° (STA. 70+00.00 TO 23+00.00)T� SCALE: 1" = 50' HORIZONTAL CH^wl L PADI 4.fi 1a`+TE T P.6.57.67008 1" = 5' VERTICAL 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 ti 1111'1 Ij'1111��\\\\Y1,11t'' > €� FI FI Fi �w o� CARIBOU LANE m SEE SHEET 9 Y w MW " 19 6� 1 I 1 12 o 3G• w J z JJ>w .ww IJ I� IJ tiw ¢tiw oWw IW � W NN N " ^ J ILL w 00 hr W jwLL o 0 4 NO J N LL 4 o oU " N 00 5 O Nm NQ h�J0 O O 00 ;LLw' I }�18 I 17}}�16 0} " o 0 F N a a o IM Q y Im W W pp IM] 14} " 1 3} T Uj N U NNJy _ m'Im m Im 3 + Iw 3 } Im 3 m ++ Io 3 + Io ow o nip I20 QO F p Q F 4 p ry I o w l (D NVI � W Nm mVY20 > [v ��,� rn ��37E 8" SEWER 19+00 - s��.OD 20+00 2 —F 589'04 3F 21+00 s 8" SEWER 2 +00 - — 18" DRAI�13 M w I— __2D442_+. D p �dx i 1 2 w -- 18 DRAIN 1 18" DRAIN 2 8" DRAIN N w 3 o I z - -- - --- 3 x 3 24 25 I o 0 o n Im I o o nI oo I N oo a l" a Ivi 'a Iv"i 'a I o 3++ 3 N a 3N 3 N <z 3 28 I� 29� I��NJIN a 31 5' >N+) � LL'UL. Z Vliw � -IJJ p Q a p Q p Q 00 N �' N Im �w z eaw I o� v, Iln. Im '^I" oalin ca ml 23 26 20 20 i „0 27 I I I 30 mJ i ++ z A <Qow as WIITHERNSEA LANE N Foo' w mw cel yinzo o I -r SEE SHEET i1 LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.OB STD. T-19: J - "RI -1" - STOP "W3 1" STOP AHEAD "116-1" - ONE WAY 'S5-2* END SCHOOL ZONE "R5-1" - D° NOT ENTER "54-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT "R81(CA)" - BIKE LANE "W31(CA)" - END W/010 -3 MARKER NOTE. "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" - SINGLE ARROW CODES. "WI -1" - CURVE ARROW "W3-3° - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - -u-CATCH SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY ------------ UNIT BOUNDARY 71 0 LEGEND: (CONT.Z m s LEGEND: CONSTRUCTION NOTES: ABBREVIATIONS - - - - - - - - - - - F.L. FLOWUNE P 0 V C POINT ON VERTICAL CURVE 1 C.L. CENTERLINE B V C BEGIN VERTICAL CURVE SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. ELEV. ELEVATION E.V.C. MEND VERTICAL CURVE , - B.C.R. BEGIN CURB RETURN P.I. (POINT OF INTERSECTION O E.C.R. END CURB RETURN P.R.C. (POINT OF REVERSE CURVATURE >>O B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE CONSTRUCT SIDEWALK PER C.O.B. STD ST -,X G. E.C. END CURVE P.C.C. '.TOP OF CURB IR P.I.V.C. POINT OF INTERSECTION T.P. '..TOP OF PAVEMENT m z OF VERTICAL CURVE F.C. '.FINISH CONCRETE PAVEMENT TO BE 0.30' TYPE A.C. OVER R/W RIGHT-OF-WAY G.B.,GRADE BREAK FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. rat 0.40' AGGREGATE BASE OVER 0.80' COMPACTED EXISTING SURVEY MONUMENT ''.. + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STI). T-1. 113 1�5 16 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECTCONSTRUCT FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. �- 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. FURNISH & INSTALL STREET LIGHT 9500 LUMEN PER C.O.B. STD. DET. ST -14. O7 CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® A ITEM OF WORK - SEE SCHEDULE,, LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.OB STD. T-19: J - "RI -1" - STOP "W3 1" STOP AHEAD "116-1" - ONE WAY 'S5-2* END SCHOOL ZONE "R5-1" - D° NOT ENTER "54-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT "R81(CA)" - BIKE LANE "W31(CA)" - END W/010 -3 MARKER NOTE. "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" - SINGLE ARROW CODES. "WI -1" - CURVE ARROW "W3-3° - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - -u-CATCH SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY ------------ UNIT BOUNDARY 71 0 LEGEND: (CONT.Z m s CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED sAwcuT LIMIT LINE J/�^j\\ 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT , - 51 STANDARD O >>O - CONSTRUCT SIDEWALK PER C.O.B. STD ST -,X G. 2. MOUNTAIN RIDGE ROAD - "B" IR FURNISH & INSTALL IRRIGATION CONDUIT m z = H PAVEMENT TO BE 0.30' TYPE A.C. OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED IC FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 113 1�5 16 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECTCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. TR3=No. 31/2 SIZE TBS -ND. 5 SIZE TRs=No. s Sze ZO JA A O + ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PROPOSED CURB AND GUTTER UNE � GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT ONES 3 vU�- COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY E N WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY ( ) PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. t] CALTRANS TYPE IV ARROW, LEFT OR RIGHT c REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. Sl AS APPLICABLE, TO BE PAINTED g CALTRANS TYPE I ARROW - O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: @ +: AS APPLICABLE, TO BE PAINTED SECTION LETTER r • tC°4, NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 - en SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT E Mo. csto? , STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION Is SHOW CIv1Y ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC.�rFOF 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. m CAI ' '01- PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER ® g7rf, 11 m s � O _ 6 = 0 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE. WIDE4k1 vR(uA3FAfl?Knts.Trpi7ty r `• "- Z O O >>O Q N m z = H Q ~ x I.. J W) O ZO JA A O + � G 3 vU�- c a ' '01- PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER ® g7rf, 11 W W CALTRANS STANDARD SPECIFICATION 8010-21C-19. _ 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN rST-7 SIDE WALK <4JVa 1.16),, A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE. WIDE4k1 vR(uA3FAfl?Knts.Trpi7ty r `• "- >. IS TO GO FROM =FLOWLINE TO FLOWLINE. UNT 1 FII 4 : r I� IJ I� IJ IJ IJ IJ ""' tILL s10 s o> I� 9> 7,1� < 6 I� 5 r to oa a oa ma a o oa En �NL�a m En W .H W N -00 I" SEWER 24+00 B" SEWER I o 'o s 1 25+00 ' 26+00 W W 1 18"903IN 32''. WZ J -o- 12 Im m m N 3 M � � �32 33 I - A34 JA 353 I<3 -36 373 +> ' N.nR Im Im ca u, IN � ti c5LL 38 ms YV I �+ NN .6 rH m NN COMMONWEALTH AVENUE (STA. 23+00.00 TO 26+85.01) SCALE: i" = 50' HORIZONTAL 1" = 5' VERTICAL w y w WD DRIVE 3 1EET 13 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: AVENUE 11 30, 30 AVENUE ° ABBREVIATIONS 20' F.L. FLOWLINE P.O.V.C.. POINT ON VERTICAL CURVE o0 68 CENTERUNE B.V.C. 'BEGIN VERTICAL CURVE --- ELEV, ELEVATION E.V,C, END VERTICAL CURVE 15 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 20' 20' E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE zJJ B,C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "WI -6" - SINGLE ARROW CODES. E.C. END CURVE P.C,C, ;TOP OF CURB 23 P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS a ter_ OF VERTICAL CURVE F.C. FINISH CONCRETE 67 R/W RIGHT-OF-WAY G.B. '.. GRADE BREAK m I I FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. c) (D EXISTING SURVEY MONUMENT -+- ¢ FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. TERS a FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. INECTION NIn FURNISH & INSTALL STREET UGHT 5800 LUMEN PER C,O,B, STD. ST -14, 5TA. 26+85.02 CL, FURNISH & INSTALL STREET UGHT 9500 WMEN PER C.O,B. STD. DET, ST -14, O �Z 12+40.00 C.L, O1 ITA. ® 6 ITEM OF WORK - SEE SCHEDULE 1 65 13 23+00 24+00 25+00 26+00 71 352 350 348 346 344 342 340 338 336 27+00 23+00 3 24+00 ',... 25+00 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: AVENUE LEGEND: AVENUE ° ABBREVIATIONS 0 F.L. FLOWLINE P.O.V.C.. POINT ON VERTICAL CURVE o0 C.L. CENTERUNE B.V.C. 'BEGIN VERTICAL CURVE --- ELEV, ELEVATION E.V,C, END VERTICAL CURVE 15 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 20' 20' E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE zJJ B,C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "WI -6" - SINGLE ARROW CODES. E.C. END CURVE P.C,C, ;TOP OF CURB 23 P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS a ter_ OF VERTICAL CURVE F.C. FINISH CONCRETE STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. '.. GRADE BREAK m I I FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13. c) (D EXISTING SURVEY MONUMENT -+- ¢ FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + a FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. i/ NIn FURNISH & INSTALL STREET UGHT 5800 LUMEN PER C,O,B, STD. ST -14, tea- 22 I FURNISH & INSTALL STREET UGHT 9500 WMEN PER C.O,B. STD. DET, ST -14, O �Z CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® 6 ITEM OF WORK - SEE SCHEDULE 26+00 UNT 3 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: AVENUE COMMONWEALTH AVENUE ° SEE SHEET 8 0 _ - - SEE SHEET 8 o0 "R3 -5R" - RIGHT TURN ONLY "R2-1* - SPEED LIMIT 20 0 --- 30' 30' ' n 15 p 1 20' 20' J "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY zJJ "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA S "WI -6" - SINGLE ARROW CODES. 'WI -i' - CURVE ARROW 23 "W3-3" - SIGNAL AHEAD oma_ STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS a ter_ 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS o CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. m I I ® i boa (D � oa PER C.O.B. STD. ST -9. ¢ r 336 0LJ 16 a ® i/ NIn LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER C-YNN II 22 I P' Q m z, 3 �Z 0.40' AGGREGATE BASE ,OOGA LN = ----------RIGHT-OF-WAY&LOT LINES 6 )MMONWEALIH A 1 ++ I I --- N 8" DRAIN 1 "A" 24" DRAIN U ul I ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS CONSTRUCT BOTWIDTH DRIVEWAY w/3' WINGSINSTALL PER C.O.B. STD. 5T-4.4. (UNLESS OTHERWISE NOTEDD)) 700'55'27"E -} 1 21 11 1 © n+oo 1 1 RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE41-Pl\ TYPE ARROW LEFT OR RIGHT 13 _ AS APPLICABLE, T AS APPLICABLE, TO BE PAINTEDCAL7RAN5 I 18" DRAIN 1 moo__ w 3 SEcnoN oeSlSECMON :AS 20 m M a 17 1 I P 1 JJ -+-240.00' 12+00 I I I tiLL m.o-----{- 0 2 i CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 0E INTERS] 19 zo' azo' Io 18 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT COMMONWEALTH AVENUE w NN 352 350 348 346 344 342 340 338 336 352 352 350 350 348 348 346 346 344 � 344 342F.Rev � 342 340 340 Z7e338ED brY38 264EF_ A. �336��� $ Q 336 rJ r"(�i`�D DAI.IIEL C�APILLA DP.T6 R.C:S, Colo -5 LEGEND: (CONTJ 3 Ri s FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: AVENUE "R1-1" - STOP "W3-1" - STOP AHEAD SEE SHEET "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE SEE SHEET 8 "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT _ - - "R26(CA)" - NO PARKING "S4-3" - SCHOOL 48 "R3 -5R" - RIGHT TURN ONLY "R2-1* - SPEED LIMIT 20 SEE SHEET 6 "R4-7" - KEEP RIGHT 2. "R81(CA)" - BIKE LANE f "W31(CA)" - END W/OM4-3 MARKER NO E. m 1 n WI4-/" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 30' "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY -- "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 13 "WI -6" - SINGLE ARROW CODES. 'WI -i' - CURVE ARROW s "W3-3" - SIGNAL AHEAD OVER 0.80' COMPACTED STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- o 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS J CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ` (D SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY - - - - - - UNIT BOUNDARY UNT 3 UNT MARDAL AVENUE COMMONWEALTH AVENUE' SEE SHEET 6 SEE SHEET 8 IN _ - - DRAIN PLANS FOR STORM DRAIN 48 FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT SEE SHEET 6 --- 6 28 mm 5' ' m I 47 ¢N 9032 1 ( o m mm 29 I w I M 3W 7 m R INTERSECTION _-- z 1 STA. 10+00.00 C.L, CARIBOU 24" DRAIN STA. 22+15.02 C.L., COMMONWEALTH- - D 18" DRAIN -�sa0.00' 30 I Go`s6'27E 1 8 12+00 a I 2 I CE INTERSECTION I o l 3 1 o STA. 12+40.00 CL, MARDAL AVE.STA. 15+45.70 C.L., MARDAL AVE. I m 3 ti 46 I 3 I 31 a 3 2033: ry I 9 o a I O 1 I I< to tiLL I 5• I z -- 1 m l z 00 45 o' •zo' 10 32 30' 30' MARDAL AVENUE m mm SEE SHEET 6 COMMONWEALTH AVENUE" SEE SHEET 8 LADOGA LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 10+00 11+00 12+00 CURVE TABLE CURVE I RADIUS LENGTH TANGENT DELTA 1 20,00' 31,42' 20.00' 1 90'00'00" 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 10+00 11+00 12+00 10+00 11+00 12+00 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 LEGEND: (CONT.) �l UNT 3 M o - - - PRorosc0 sawcui UNIT ONE 1 O MARDAL AVENUE SEE SEWER AND STORM PLANS AND DETAILS. DRAIN PLANS FOR STORM DRAIN Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT SEE SHEET 6 5' STAWP.>P-D CONSTRUCT. ' SIDEWALK PER C.O.B. STD ST -)K Co. 2. MOUNTAIN RIDGE ROAD f IR m 1 n 30' 30' a -- TYPE "B" A.C. OVER 13 36 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL s 25'' OVER 0.80' COMPACTED �� FURNISH &INSTALL INTERCONNECT CONDUIT O t1 J O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TR3 TR5 T26 s' 18 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST 17. Q PER C.O.B. STD. ST -9. Q N K TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ;p LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER O z m mooo �Z 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ----------RIGHT-OF-WAY&LOT LINES 6 CITY ++ I I 1--- N "A" U ul 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS CONSTRUCT BOTWIDTH DRIVEWAY w/3' WINGSINSTALL PER C.O.B. STD. 5T-4.4. (UNLESS OTHERWISE NOTEDD)) W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.C.B. STD. S-12, UNLESS NOTED OTHERWISE. . © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE41-Pl\ TYPE ARROW LEFT OR RIGHT 19 _ AS APPLICABLE, T AS APPLICABLE, TO BE PAINTEDCAL7RAN5 I 18" DRAIN 1 moo__ w SEcnoN oeSlSECMON :AS TYPE I ARROW APPLICABLE, TO DE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. --17+00 1 -+-240.00' 12+00 I 20 1 1 1 0 2 i CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 0E INTERS] wi STA. 12+• I STA_ 22+ SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 C,,, 11 j 34 O AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTON IS SHOWN Ar yl h ALL TEMPORARY STRIPING SHALL BE NON-mERMOPLAsnc. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. Op GAU ; 21 1 I io10 33 = +o + 22 30 0' 300 ' MARDAL AVENUE SEE SHEET 6 CARIBOU LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 10+00 11+00 12+00 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: M o - - - PRorosc0 sawcui UNIT ONE 1 O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM PLANS AND DETAILS. DRAIN PLANS FOR STORM DRAIN Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 5' STAWP.>P-D CONSTRUCT. ' SIDEWALK PER C.O.B. STD ST -)K Co. 2. MOUNTAIN RIDGE ROAD - IR FURNISH & INSTALL IRRIGATION CONDUIT Z 0O 0 a PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER J W CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL U 0.40' AGGREGATE BASE OVER 0.80' COMPACTED �� FURNISH &INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. w O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TR3 TR5 T26 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT �wao CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST 17. Q PER C.O.B. STD. ST -9. Q N K TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER Y PROPOSED CURB AND GUTTER UNE GUTTER LIP TO A DEPTH OF 12". �Z 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ----------RIGHT-OF-WAY&LOT LINES 6 CITY COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5 O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY ENGINEER "A" U ul 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS CONSTRUCT BOTWIDTH DRIVEWAY w/3' WINGSINSTALL PER C.O.B. STD. 5T-4.4. (UNLESS OTHERWISE NOTEDD)) W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.C.B. STD. S-12, UNLESS NOTED OTHERWISE. . © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE41-Pl\ TYPE ARROW LEFT OR RIGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. AS APPLICABLE, T AS APPLICABLE, TO BE PAINTEDCAL7RAN5 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SEcnoN oeSlSECMON :AS TYPE I ARROW APPLICABLE, TO DE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECnaN TETTER CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 C,,, PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTON IS SHOWN Ar yl 5 ' ALL TEMPORARY STRIPING SHALL BE NON-mERMOPLAsnc. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. Op GAU MARDAL AVE. 3 6 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER ®f -e77 -t7 CALTRANS STANDARD SPECIFICATION 8010-21C-19. °�""v�� r f f yr 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 57-7 =�Slos w,a>,=K,.s A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 4` wH7E=g�HIND ERit3 MIS TO GO FROM FLOWLINE TO PLOWL7NE. rn W O M M o m No 0 r rn r �Q� Q Z 0O 0 a Q J v J W ' Q U W Lu J W � w W 0 J < JIM �wao Q o rn Q N K a 0 W m J � Y gw a �Z m 6 Z 75 I W Z Q J Q 0 0 Q v J W ' Q W Lu J w W 0 JIM 3x Q Zi Q a 0 m J � gw 6 Z 0 U ul 75 I 352 350 348 346 344 342 340 338 336 o PACKWOOD DRIVE SEE SHEET 12 ' ----� G �� 32 `\ I 20 B.0 R. B.C.m 36 STA. 9+73.31, C.L 75.19LT= ' oo 'a m 1� 33- m I'n a 34 Im 35Q m In 'a STA. 9+01.32, F.L.o+ l0 3 I+ 60 O m NNS U r Q � F Q U F Q_ OR 0}3°68 F � � z � ♦ � m "' w � w � -- '491� 3 UNT 2 U N a I o LL 37 0 45 N d:. m,, 42iui ,o I,o LL mX" 393 4 138 0 4 43 + 3 n« n1< - IIS T4 }4 3 \ ¢ I SEYyER _ 5 6" SEWER 2 59 352 350 348 346 344 342 340 338 336 UNT RIGHT 2 30' CURVE zOzo' 1 16+00 TANGENT DELTA �_--I____t_ -_-_--- 31.42' - 47 zN s 4_$4.36_ 3 z 22'25'35" 1 yJW 18" DRAIN 2 .� 0- - STA. 10+00.00 C.L, FITCHBURG DR. -- r- 17+08 185.22' 166.06' SUMP 2y SEE GRADING PLAN FOR DETAILS I VOLUME REQUIRED: 4.91 AC. IT. o VOLUME PROVIDED: 6.56 AC. FT. 2 BOTTOM OF SUMP: 332.30 o IIQ+"_, SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS.. + EXISTING SURVEY MONUMENT SA. 17+69.57 C.L,8 0 � } } .CJ _Q I FURNISH & INSTALL STREET IJGHT-5800 LUMEN PER C.O.B. STD. ST -14. I I _ 1" - 58 48 o ry < ITEM OF WORK - SEE SCHEDULE ry Q 10 057,. IJ II IJ tiIG II Ir �°i o0'D0'C� ;n i., r m vI:I I OQI-3r oBOTTOM VOLUME PROVIDED: 656 AC. FT. NORMAL F.L ELEV. 341.50 @ P.O.V.- C.dLL v< F ^ -4 T' 0 f 23 `t Q o d 1 dIJ? r DEPRESSED F.L. ELEV. 341.33 561 " N 55 1 ool f/)N YI = U' "U lJ IQ -H 1 I I V f I rr I I <ol � Hh w NN "W 54 RG DRIVE UNT RIGHT 2 30' CURVE zOzo' 1 16+00 TANGENT DELTA �_--I____t_ -_-_--- 31.42' - 47 zN s 4_$4.36_ 3 z 22'25'35" 1 E rE INTERSECTION 18" DRAIN 2 .� 0- - STA. 10+00.00 C.L, FITCHBURG DR. -- r- 17+08 185.22' 166.06' SUMP 2y SEE GRADING PLAN FOR DETAILS I VOLUME REQUIRED: 4.91 AC. IT. o VOLUME PROVIDED: 6.56 AC. FT. 2 BOTTOM OF SUMP: 332.30 IIQ IIQ+"_, SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS.. + EXISTING SURVEY MONUMENT SA. 17+69.57 C.L,8 0 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. i .CJ _Q I FURNISH & INSTALL STREET IJGHT-5800 LUMEN PER C.O.B. STD. ST -14. I I _ ,< - 49 � 48 o GRADING PLAN FOR DETAILS < ITEM OF WORK - SEE SCHEDULE ry Q IJ J IJ IJ II IJ 12' II Ir �°i o0'D0'C� r m I �53 oBOTTOM VOLUME PROVIDED: 656 AC. FT. NORMAL F.L ELEV. 341.50 @ P.O.V.- C.dLL v< ^ -4 T' RG DRIVE UNT RIGHT 2 30' CURVE zOzo' 1 LENGTH TANGENT DELTA WHALEBACK AVENUE 1 31.42' 0 47 zN N o D z 22'25'35" 6 E rE INTERSECTION 30' STA. 17+69.92 C.L., WHALEBACK AO 89'50'15" STA. 10+00.00 C.L, FITCHBURG DR. 7 185.22' 166.06' SUMP 2y SEE GRADING PLAN FOR DETAILS I VOLUME REQUIRED: 4.91 AC. IT. o VOLUME PROVIDED: 6.56 AC. FT. II�Q BOTTOM OF SUMP: 332.30 IIQ IIQ+"_, U U M+ QQ NN M m NN p FI - VEST. TENT, TR. NO. 67/11/11W1". WHALEBACK AVENUE (STA. 10+00.00 TO 17+69.62) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL UNT CURVE TABLE 2 CURVE RADIUS LENGTH TANGENT DELTA WHALEBACK AVENUE 20.00' 31.42' 2000' 47 SEE LEFT o 13.70' g 22'25'35" 0' 35.00' 30' 34.90 89'50'15" m 44 185.22' 166.06' 126"20'09" 5 35.00' I J J o J II�Q 197.70' IIQ IIQ+"_, SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS.. + EXISTING SURVEY MONUMENT SA. 17+69.57 C.L,8 0 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. i .CJ _Q FURNISH & INSTALL STREET IJGHT-5800 LUMEN PER C.O.B. STD. ST -14. 52 _ ,< - 49 � 48 w GRADING PLAN FOR DETAILS < ITEM OF WORK - SEE SCHEDULE ry STA. 17+75.61 F.L..78"27- ' VOLUME REQUIRED: 4.91 AC. FT.^. 12' I -a Ir �°i o0'D0'C� r m I �53 oBOTTOM VOLUME PROVIDED: 656 AC. FT. NORMAL F.L ELEV. 341.50 @ P.O.V.- C.dLL v< ^ OF SUMP: 332.30 0 0 0 f 23 `t Q o d dIJ? r DEPRESSED F.L. ELEV. 341.33 " N 1 d f/)N YI NN U' "U lJ IQ -H 1 I I N � " <ol 20 20 I "W 1 1M 1 rn 1 NN 47 +m1 m l Orifi +++46 NN U U M+ QQ NN M m NN p FI - VEST. TENT, TR. NO. 67/11/11W1". WHALEBACK AVENUE (STA. 10+00.00 TO 17+69.62) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Z CATCH BASIN NO. 18/ \ GRADE BREAK STA. 9+91.18 C.L., 0.3817= STA. 9+81.39 F.L M INTERSECTION UNT CURVE TABLE 2 CURVE RADIUS LENGTH TANGENT DELTA WHALEBACK AVENUE 20.00' 31.42' 2000' 47 SEE LEFT o 13.70' g 22'25'35" 0' 35.00' 30' 34.90 89'50'15" m 44 185.22' 166.06' 126"20'09" 5 35.00' 54.98' J J o J H4.00' 197.70' T. 13451'11" SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS.. + EXISTING SURVEY MONUMENT 46 0 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. i .CJ _Q Z CATCH BASIN NO. 18/ \ GRADE BREAK STA. 9+91.18 C.L., 0.3817= STA. 9+81.39 F.L M INTERSECTION T � LJ NNEY NN � 45 -24" 4'' COMMONWEALTH AVENUE III, of SEE SHEET 8 p I o a 1 30' 30' Q 1 8 ' 0 19 1 1 20" 20' n i� N 5' o 22 240.00' 12 p CURVE TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 2000' 90'00'00" 2 35.00' 13.70' 6.94 22'25'35" 3 35.00' 54.88 34.90 89'50'15" 4 84.00 185.22' 166.06' 126"20'09" 5 35.00' 54.98' 35.00' 90'00'00" 6 H4.00' 197.70' 202.06' 13451'11" T � LJ NNEY NN � 45 -24" 4'' COMMONWEALTH AVENUE III, of SEE SHEET 8 p I o a 1 30' 30' Q 1 8 ' 0 19 1 1 20" 20' n i� N 5' o 22 240.00' 12 p IVTVV IITVV FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B STD. T-19: LEGEND: "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ABBREVIATIONS L, FITCHBURG DR.= F.L. FLOWJNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT ELEV. ELEVATION E.V.C. END VERTICAL CURVE L., WHALEBACKA0 B.C.R. BEGIN CURB RETURN P.1, POINT OF INTERSECTION "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES E.C.R. END CURB RETURN P.R.C. (POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC (POINT OF COMPOUND CURVATURE "WI -6" - SINGLE ARROW CODES. E.C. END CURVE P.C.C. '.TOP OF CURB P.I.V.C. > o903351N1OSUMP -- -D-- OF VERTICAL CURVE F.C. '.FINISH CONCRETE STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. ',.GRADE BREAK QQ SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS.. + EXISTING SURVEY MONUMENT + 0 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. i .CJ FURNISH & INSTALL STREET IJGHT-5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 ILLSEE O7 L;2 GRADING PLAN FOR DETAILS ITEM OF WORK - SEE SCHEDULE VOLUME REQUIRED: 4.91 AC. FT.^. 12' I -a Ir �°i o0'D0'C� r m 0 oBOTTOM VOLUME PROVIDED: 656 AC. FT. v< ^ OF SUMP: 332.30 0 0 0 f 23 `t Q COMM d f/)N YI NN U' "U lJ IQ -H " NN 21 -I-!I°"20 I 1 19 18 I SEE SHEET 8 �- FITCHBURG DRIVE UNT I (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 352 350 350 348 348 346 346 344 344 342 342 340 340 FFF, 'SY' 338 FROGC2 A. MCWT6s1 OATS 338 336 336 00 118Y: MC- fA➢IUJ� R G, 6. 670007067000PATE DTVV IVTVV IITVV FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B STD. T-19: LEGEND: "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ABBREVIATIONS "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT F.L. FLOWJNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.1, POINT OF INTERSECTION "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES E.C.R. END CURB RETURN P.R.C. (POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC (POINT OF COMPOUND CURVATURE "WI -6" - SINGLE ARROW CODES. E.C. END CURVE P.C.C. '.TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- -D-- OF VERTICAL CURVE F.C. '.FINISH CONCRETE STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. ',.GRADE BREAK QQ SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS.. + EXISTING SURVEY MONUMENT + 0 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. i FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET IJGHT-5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 CURVE NUMBER FOR CURVE DESCRIPTION O7 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE IGTVV LEGEND: (CONT. R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B STD. T-19: "R1-1" - STOP *W3-1" - STOP AHEAD "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT "RB1(CA)" - BIKE LANE "W31(CA)" - END W/OM4-3 MARKER NOTE. "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "M4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "WI -6" - SINGLE ARROW CODES. "WI -1" - CURVE ARROW "W3-3" - SIGNAL AHEAD STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- -D-- 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. SEWER - REFER TO SEWER & STORM DRAIN PLANS s ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS.. + 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY -- -- -- UNIT BOUNDARY IDENTICAL POINTS 10+00 11+00 12+00 10+00 11+00 12+00 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 LEGEND: ,CONT.) CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE ///q/�,��\\ 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT A (O�y 5' S7Aa/DA2jp PLANS AND DETAILS. 7(2)S CONSTRUCT IDEWALK PER C.O.B. STD ST -%G* 2• MOUNTAIN RIDGE ROAD - IR FURNISH & INSTALL IRRIGATION CONDUIT �.,.d"a" --- !!! PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER Ic FURNISH & INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY rgs Tgs Tgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. PROPOSENO. 3 1/z AN TRT ERO. s srzE TRs=No. s SIZE ® COMPACT SUBGRADE TO 959 OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PROPOSED CURB AND GUTTER LINE GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT -QF -WAY & LOT LINESO COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST-9.now SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C:O.B. STD. S-12, UNLESS NOTED OTHERWI¢F �] CALTRANS TYPE IV ARROW, LEFT OR RIGHT © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHE �l AS TRANSAPPUCYE, IV R PAINTED REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS TYPE I ARROW O CALTRANS STANDARD SPECIFICATION 8010-21C-19. sccnoN DeslceanoN AS APPLICABLE, TO BE PAINTEDSECTION LEER NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 A SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT - - - - - STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. AS DIRECTED BY THE ENGINEER. SHEET WERE SEcToN Is snows ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER ®9-x7_17 CALTRANS STANDARD SPECIFICATION 8010-21C-19.. ;; 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 4�ewsrE'SE#4}ND D�.IVvpy"k$PPaACFiFONLY IS TO GO FROM FLOWLINE TO FLOWLINE. INTERSECITON SUMP 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 I I 3 M I COMMONWEALTH AVENUE SEE SHEET 8 I 30' 30' 17 20' 20' o I 5' a O I a wo N r'yi�'m I –jV16 � z tiff z , g w <- 4 NN 7p+o0 z - 1 5 INN (EWER 4 3 =' a i STA. SIA. 10+00.00 C.L., WINNIPEG DR, STA. 10+00.00 C.L, WITHERNSEA LN. MNTWITHERNSEA LANE n V NT W 350 S ABBREVIATIONS 1 F.L. FLOWLINE P.O.V.C..POINT ON VERTICAL CURVE 346 I� CENTERLINE B.V.C. 'BEGIN VERTICAL CURVE 344 2F W LL '4 laa O oh o aoa 26 END CURB RETURN P.R.C. .POINT OF REVERSE CURVATURE m B.C. M "B" I END CURVE P.C.C. ITOP OF CURB 338) J Q F Q •- ,'- K F OF VERTICAL CURVE F.C. '.FINISH CONCRETE In n — COMMONWEALTH AVENUE SEE SHEET 8 I 30' 30' 17 20' 20' o I 5' a O I a wo N r'yi�'m I –jV16 � z tiff z , g w <- 4 NN 7p+o0 z - 1 5 INN (EWER 4 3 =' a i STA. SIA. 10+00.00 C.L., WINNIPEG DR, STA. 10+00.00 C.L, WITHERNSEA LN. MNTWITHERNSEA LANE n 352 350 348 346 344 342 340 338 336 L POINTS 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 FIRE ISLAND DRIVE `rj0 1 I I I I I 1 o 20 SEE SHEET 13 30' h. la 0 I �� 47 045 ; 46 Io 3 049 I 483 443 3 43 (42< o Im r a41 I" 40} o I a �39mm `i,i vii vii o o I•- _ I.- > ,.- > ,_ P I"i f h' „`+r 1"' w c la 3 c+ la 3 + Iv+i + lu+i 3 + pow j, Boa d�� O p F¢- 1 2 ' s 8" SEWEf I 8" SEWE 2 1 _ s 589U4'33'E _1 ___—�_--_-I - _— �—s � s 11+00 12+00 13+00 —I - - - 1 - - 3 1 - 74+Oo 15+00 t0+00 674.42' 90345 2 3 r --T -_ - 'r+ l4 60 + 3 56 6's1w-+52 53 + N54 553 r58 51 �, \s 57 + {0 00 � I Im N Im Im � V IN V' h Iy N Im Ci 1/i Im � 59� m ±+ ++ m^r WINNIPEG DRIVE (STA. 10+00.00 TO 16+74.42) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Ll 64 ' `ST3gl'0 5 Z STS Rl \25 0 A iJf sry" 63'F. i Sj�\ bO��ATy2�CJ(, ST9 ��Pilf.�\; CCC �P \S. 352 90344 W 350 NOTES: ABBREVIATIONS 1 F.L. FLOWLINE P.O.V.C..POINT ON VERTICAL CURVE 346 14 CENTERLINE B.V.C. 'BEGIN VERTICAL CURVE 344 ELEV. SUMP zI N 0 50� a 27 a I END CURB RETURN P.R.C. .POINT OF REVERSE CURVATURE m B.C. M "B" I END CURVE P.C.C. ITOP OF CURB 338) P.I.V.C. POINT OF INTERSECDON T.P. 'TOP OF PAVEMENT "W3-3" - SIGNAL AHEAD OF VERTICAL CURVE F.C. '.FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS n l If CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. aj ® EXISTING SURVEY MONUMENT -�- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.0.& STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SID. T-1. -o- FURNISH & INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT 9500 LUMEN PER C.O.B.STD. DET. ST -14. O1 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ---------- ITEM OF WORK - SEE SCHEDULE 8.g—a^n I 50 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ffiffm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' E PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O) N m -_—_ —_oo I © 5' 5. CALTRANS TYPE IV ARROW, LEFT OR RIGHT 13 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. „ AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED ++ 28 ++ S "zo' SECTOR II=TIER �� zo' I zo. l �aa49��� I ��zo' i 0-_ 30' 1 ci F r odd i¢ Q 30 30 MD. 66102 41PEG DRIVE m m N COMMONWEALTH AVENUE NoC g. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT SEE RIGHT SEE SHEET 8 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O AS DIRECTED BY THE ENGINEER. —��— C ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 CURVE TABLE LANE PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CURVE RADIUS A 6 DELTA 1 8400 97.7 202000 134'51'11 "WITHERNSEA ( , $-F-7 = 2 35.00' 5TANGENT 4.980 35 ' 90'00'00" (STA. 10+00.00 TO 12+40.00) .}i wiDE �H43{D PRIVEWFA`( AwROAGNF LiI 3 35.00' 13.70' 6.94' 222535" SCALE: 1" = 50' HORIZONTAL 4 20.00' 31.42' zo.a0' 90M Do_ 1" = 5' VERTICAL 5 84.00' 185.22' 166.06' 126'20'9" 352 350 348 346 344 342 340 338 336 L POINTS 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 FIRE ISLAND DRIVE `rj0 1 I I I I I 1 o 20 SEE SHEET 13 30' h. la 0 I �� 47 045 ; 46 Io 3 049 I 483 443 3 43 (42< o Im r a41 I" 40} o I a �39mm `i,i vii vii o o I•- _ I.- > ,.- > ,_ P I"i f h' „`+r 1"' w c la 3 c+ la 3 + Iv+i + lu+i 3 + pow j, Boa d�� O p F¢- 1 2 ' s 8" SEWEf I 8" SEWE 2 1 _ s 589U4'33'E _1 ___—�_--_-I - _— �—s � s 11+00 12+00 13+00 —I - - - 1 - - 3 1 - 74+Oo 15+00 t0+00 674.42' 90345 2 3 r --T -_ - 'r+ l4 60 + 3 56 6's1w-+52 53 + N54 553 r58 51 �, \s 57 + {0 00 � I Im N Im Im � V IN V' h Iy N Im Ci 1/i Im � 59� m ±+ ++ m^r WINNIPEG DRIVE (STA. 10+00.00 TO 16+74.42) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Ll 64 ' `ST3gl'0 5 Z STS Rl \25 0 A iJf sry" 63'F. i Sj�\ bO��ATy2�CJ(, ST9 ��Pilf.�\; CCC �P \S. 352 LEGEND: 350 NOTES: ABBREVIATIONS 348 F.L. FLOWLINE P.O.V.C..POINT ON VERTICAL CURVE 346 C.L. CENTERLINE B.V.C. 'BEGIN VERTICAL CURVE 344 ELEV. ELEVATION E.V.C. MEND VERTICAL CURVE 342 B.C.R. BEGIN CURB RETURN P.I. '.POINT OF INTERSECTION S' srANDArtp # E.C.R. END CURB RETURN P.R.C. .POINT OF REVERSE CURVATURE "Vfl _ - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "B" E.C. END CURVE P.C.C. ITOP OF CURB 338) P.I.V.C. POINT OF INTERSECDON T.P. 'TOP OF PAVEMENT "W3-3" - SIGNAL AHEAD OF VERTICAL CURVE F.C. '.FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. ',GRADE BREAK If CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. aj ® EXISTING SURVEY MONUMENT -�- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.0.& STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SID. T-1. -o- FURNISH & INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT 9500 LUMEN PER C.O.B.STD. DET. ST -14. O1 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ---------- ITEM OF WORK - SEE SCHEDULE 352 350 348 346 344 342 340 338 336 L POINTS 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 FIRE ISLAND DRIVE `rj0 1 I I I I I 1 o 20 SEE SHEET 13 30' h. la 0 I �� 47 045 ; 46 Io 3 049 I 483 443 3 43 (42< o Im r a41 I" 40} o I a �39mm `i,i vii vii o o I•- _ I.- > ,.- > ,_ P I"i f h' „`+r 1"' w c la 3 c+ la 3 + Iv+i + lu+i 3 + pow j, Boa d�� O p F¢- 1 2 ' s 8" SEWEf I 8" SEWE 2 1 _ s 589U4'33'E _1 ___—�_--_-I - _— �—s � s 11+00 12+00 13+00 —I - - - 1 - - 3 1 - 74+Oo 15+00 t0+00 674.42' 90345 2 3 r --T -_ - 'r+ l4 60 + 3 56 6's1w-+52 53 + N54 553 r58 51 �, \s 57 + {0 00 � I Im N Im Im � V IN V' h Iy N Im Ci 1/i Im � 59� m ±+ ++ m^r WINNIPEG DRIVE (STA. 10+00.00 TO 16+74.42) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Ll 64 ' `ST3gl'0 5 Z STS Rl \25 0 A iJf sry" 63'F. i Sj�\ bO��ATy2�CJ(, ST9 ��Pilf.�\; CCC �P \S. 352 R1 s 350 NOTES: "R7-1" - STOP "W3-1" - STOP AHEAD 348 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "B" 346 A "R26(CA)" - NO PARKING "S4-3" - SCHOOL 344 "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 PLANS AND DETAILS. 342 FURNISH & INSTALL mAmc slaaAL CONDUIT 'R81(CA)" - BIKE LANE S' srANDArtp # "W3l(CA)" - END W/0M4-3 MARKER NOTE: Z-z7-Y340rZo "Vfl _ - DEAD END SIGN NUMBERS ARE FEDERAL CODES O CBR A Mo(N7o Sr -I PATEa, "B" Fpavl!'5�"" 33322 338) ),///7�N/ p qu �jiJ336 "W3-3" - SIGNAL AHEAD (may/ VVV ((( 4 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 jJ A,J l6l– PAOI Lf.J\ DATE FURNISH &INSTALL INTERCONNECT CONDUIT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. R,cs. 6708 00 ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 LEGEND: (CONT.) R1 s FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: NOTES: "R7-1" - STOP "W3-1" - STOP AHEAD - PROPOSED SAWGUT LIMIT BNE1 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "B" "R5-1" - DO NOT ENTER "S4-2" - MEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 PLANS AND DETAILS. "R4-7" - KEEP RIGHT FURNISH & INSTALL mAmc slaaAL CONDUIT 'R81(CA)" - BIKE LANE S' srANDArtp # "W3l(CA)" - END W/0M4-3 MARKER NOTE: "Vfl _ - DEAD END SIGN NUMBERS ARE FEDERAL CODES O "WI4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "B" "WI -7" - DOUBLE ARROW (CA). (CA)INDICATES CALIFORNIA FURNISH & INSTALL IRRIGATION CONDUIT "WI -B" - SINGLE ARROW CODES. "WI -l' - CURVE ARROW "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS FURNISH &INSTALL INTERCONNECT CONDUIT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY 352 350 348 346 344 342 340 338 336 18+00 LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWGUT LIMIT BNE1 "B" 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CONSTRUCT TYPE CURB &GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. Ts FURNISH & INSTALL mAmc slaaAL CONDUIT S' srANDArtp # 2. MOUNTAIN RIDGE ROAD - O CONSTRUCT SIDEWALK PER C.O.B. STD ST -]K(,, "B" iR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE A.C. OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED lc FURNISH &INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY rga rgs *ge SPLICE BOX FOR INTERCONNECT �NISHTR3=NO & INS1/2 ALLSIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. 1R3=N0. 3 i/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ®" COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PROPOSED CURB AND GUTTER LINE GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT UNESCOMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 50 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ffiffm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' E PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O) (CA) INSTALL W31 SIGN NTH OM4-3 MARKER AT UNIT BOUNDARY -) PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. „ AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: O S SECTOR II=TIER NOTE, ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 �A MD. 66102 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT NoC g. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN C ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT.gTFOFCAUF�� PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER A CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ( , $-F-7 = y L • „ c .}i wiDE �H43{D PRIVEWFA`( AwROAGNF LiI i a+ S SF' l4 58 ,N07'56'13'E SIA. 9+32 6 57 - 354 352 350 348 346 344 342 340 338 N FI I ti o+om MONHEGAN WAY o0 00 UNT SEE SHEET 14 n 3�o ao mN 67 o a Q61 N p M �� AJ y a no I 20'. 20' ciLL I 62 3 m 64 ?I- 65 �_je_<wG6oQJi,aLLF_i QJti ' 69++ tiff w1 -�q- D +60 61 m63 I4 68 + M +m f+59 j> +y m4 I�IM4LL�+ N Cha VI (i~ Z !-�'OH OHO p 0 N r _ _ r r 0 O r I O 70 X99 qp�C 4 5'4 "E 18" DRAIN I 18 DRAIN - _+ _ N00'45'42"E 12+00 1pp,pp'.. N00'45'42"E 13+00 15+00 120.00' 17+00' - - - I�-00 - _ - i-' A- _ - _ 16+00 24" DRAIN �- +__ 240.00'- D D s W SEWER s 8" SEWER s s 8 SEWER s / 7 2 z 1 a 3I 3 1- T a'� 3 3 II LL .L ole 90340 000 l z o 3 nwsw o p 1 z IrIe N 32 I 3w 31 PI n 8 I 7 -- �T` J zo' IIrmz Mmz•-I `mv' - 0<.aoa- -- Wwo�, �I oF 0oaJ� _mqI lI^ci^,� iLL I 5`m� -p o No�m', `>'_C do 2� =+S 4 Smm++ 30 m z ++33 ± 6 o 30 woo I 30' 30' w+ o�� ti¢d tidd 30' 030' I md¢ WHALEBACK AVENUE m m� COMMONWEALTH AVENUE w GG m �N MARDAL AVENUE w Gy SEE SHEET 10 i ai SEE SHEET 8 SEE SHEET 6 PACKWOOD DRIVE (STA. 10+00.00 TO 19+60.18) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LL FLAMENCO WAY SEE SHEET 14 'll' 3 m RADIAL CURVE TABLE R1 I CURVE RADIUS LENGTH TANGENT '.DELTA 1 20.00' 31.47' 20.06' 90'09'45" 2 20.00' 31.36' 19.94' 89'50'15" 3 20.00' 30.64' 19.24' 8746'35" 4 20.00' 36.27' 25.56' 103'54'33" 5 35.00' 13.70' 6.94' 22'2535" 6 35.0 53.62' 33.67' 87'4635" 7 35.00' 54.88' 34.90' 85'50'15" 8 84.00' 194.44' 191.49' 1323746" 9 84.00' 185.22' 166.06' 1262009" 10 500.00' 20.82' 1 10.41'0723'09" 11 480.00' 19.99' 10.00' 0223'09" 354 352 350 348 346 344 342 340 338 N FI I ti o+om MONHEGAN WAY o0 00 UNT SEE SHEET 14 n 3�o ao mN 67 o a Q61 N p M �� AJ y a no I 20'. 20' ciLL I 62 3 m 64 ?I- 65 �_je_<wG6oQJi,aLLF_i QJti ' 69++ tiff w1 -�q- D +60 61 m63 I4 68 + M +m f+59 j> +y m4 I�IM4LL�+ N Cha VI (i~ Z !-�'OH OHO p 0 N r _ _ r r 0 O r I O 70 X99 qp�C 4 5'4 "E 18" DRAIN I 18 DRAIN - _+ _ N00'45'42"E 12+00 1pp,pp'.. N00'45'42"E 13+00 15+00 120.00' 17+00' - - - I�-00 - _ - i-' A- _ - _ 16+00 24" DRAIN �- +__ 240.00'- D D s W SEWER s 8" SEWER s s 8 SEWER s / 7 2 z 1 a 3I 3 1- T a'� 3 3 II LL .L ole 90340 000 l z o 3 nwsw o p 1 z IrIe N 32 I 3w 31 PI n 8 I 7 -- �T` J zo' IIrmz Mmz•-I `mv' - 0<.aoa- -- Wwo�, �I oF 0oaJ� _mqI lI^ci^,� iLL I 5`m� -p o No�m', `>'_C do 2� =+S 4 Smm++ 30 m z ++33 ± 6 o 30 woo I 30' 30' w+ o�� ti¢d tidd 30' 030' I md¢ WHALEBACK AVENUE m m� COMMONWEALTH AVENUE w GG m �N MARDAL AVENUE w Gy SEE SHEET 10 i ai SEE SHEET 8 SEE SHEET 6 PACKWOOD DRIVE (STA. 10+00.00 TO 19+60.18) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LL FLAMENCO WAY SEE SHEET 14 'll' 3 m RADIAL Ia R1 I oo R2 NB6'S1'08"W F.L. FLOWIBNE P.O.V.C. POINT INV VERTICAL CURVE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. IN "R4-7" - KEEP RIGHT U BEGIN CURB RETURN P.I. POINT OF INTERSECTION m END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. 1 "WI -6" - SINGLE ARROW CODES. 00 POINT OF INTERSECTION T.P. TOP OF PAVEMENT M o "W3-3" - SIGNAL AHEAD m STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. GRADE BREAK QQ CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. m "nm ti� w RADIAL TABLE RADIAL BEARING R1 I S8914'18"E R2 NB6'S1'08"W USI o m� M II # an M ib'M(, TUQdI-1+ROUN�To I o N UNiT 2 AwD IZEMOJ6 L_ . m o "! I WhM u>J17S. CSes i �mLLw O W S ti JI Qw .i NVIZO ��> •- > � � 00> � W�� �P "Jh •S/n /�O UV., GRAIN � g` 18+00 1 5 5 _ / 8" SEWER S 6 B LL m z o'er ' 9030 M `- :> > mi -m I`a�61� P JJ 1 5' _S 1 62 i 20 20' n < 30' 30• n.6 BOGART DRIVE SEE SHEET 2 1A ST 15EN4EN'j T�RZ _IOP' '7vNZJ_/.ROUNp iMID T�Ylo PLOWA6£ Fer,GbcLwlsN'( �[Y.7�0 a 5 7 19, 354 352 350 348 346 344 342 340 338 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 LEGEND: (CONT.) o 0 LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O ABBREVIATIONS F.L. FLOWIBNE P.O.V.C. POINT INV VERTICAL CURVE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. TOP OF CURB "WI -6" - SINGLE ARROW CODES. P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT M o "W3-3" - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. GRADE BREAK QQ CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 EXISTING SURVEY MONUMENT + SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STI). T-1. + z I Q J FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT 9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 W � CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® W ap ITEM OF WORK - SEE SCHEDULE LEGEND: (CONT.) o 0 TO FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O "Rl-1" - STOP "W3-1" - STOP AHEAD "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT _Z "R81(CA)" - BIKE LANE "W31(CA)" - END W/OM4-3 MARKER NOTE. V "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "WI -6" - SINGLE ARROW CODES. m o M "W1-1" - CURVE ARROW M o "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - 5 SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY - - - - - - - - - - - UNIT BOUNDARY 354 352 350 348 346 344 342 340 338 w RE4I S1 or.I Q.C. E. 33 -,ZZ kpvISIo/J A�R.oVED l3`, �I DAN/EL PAD�LL-p� C�4T'E Q.C.S. Cc%ODH LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN �j PLANS AND DETAILS. Ts -FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 5' S7a +dD.4Qp 2. MOUNTAIN RIDGE ROAD - IR FURNISH & INSTALL IRRIGATION CONDUIT O2 CONSTRUCT 'SIDEWALK PER C.O.B. STD ST-( 6* PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER IC FURNISH & INSTALL INTERCONNECT CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T@3 T rgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. PROPOSED 31/2D CURB AND GUTTER LINE TRS=No. 5 slzE TR6=No. 6 szE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT LINES COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OS SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY E N ED)WININSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ( ) CALTRANS TYPE IV ARROW, LEFT OR RIGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. ©REMOVE TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHEI AS APPLICABLE, TO BE PAINTED PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS TYPE ARROW O SECTION DESIGNATION: AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION LETTER NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASITC PAINT O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. AS DIRECTED BY THE ENGINEER. SHEET 'WHERE SECTION IS SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 0q 67_07 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 5F-7 = LIQ 51D�u7Al-tG <t rWucXE.E3S).. 3 ,. A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADEC{I WipE,SEHINDAZNEWAYP'R.aFMkF6SreDY .1.. x IS TO GO FROM FLOWLINE TO FLOWLINE. - 0 4d o 0 N O gz �w _Z V m o M M o m M � rn o 0 � r o z m o 0 z I Q J U W � W ap Q N 0' W Y W m � t - A J MI W ZP I �3 3 zA z"cV 0 i w w rr >o �d s� co V7 O m T a 0 C) U � 0 F Z 0 + W o O 12 v U , n W .7 pm 2 Q f 0 ~E 0 0 e U Q c CL N = r (A LL Peg�$z °S\ 1� 1 2 ®—e s O e. 62P�oo.e:Fv 2 ' If 3 colo _la 064 zi N65o _ 20' 20' 30' 30' I om 0o MATAPAN WAY -' II Ilj� )(�� ,{( o �- SEE SHEET 74 '3 -f U �\\VII V � , N N a rn rn 354 352 350 348 346 344 342 340 338 10+00 WER S p v Iz s UNT 1 31 - - 67 T T UNT 3 / I WINNIPEG DRIVE Y 'IT N I 2 < 03 COMMONWEALTH AVENUE A 3 n N46.85' SEE SHEET 11 90'00'00" STA. 10+00.00 L., COQUILLE WY. o n 00 ° 14 � MARDAL AVENUE -- - - — - - —! 30' 130' ° OQo I} 1 z SEE SHEET 9 3 n 3 M 69� u K SEE SHEET 7 + S890433"E In -68 IM Fi FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. >�a •- � � I$ o IQ 3o' 3037 ld 20' 20'— COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND LL o � N � NI � 0' 20 o 66C9 I RIGHT-OF-WAY & LOT UNESO N Z F ZUI�JW go IQ I 1 m 5 285 a' 60/) v N 5 S J a� I J 3 27 o �; © �_—__.O.,�II 4. 1 00 Sk 1 ti� I I �N✓I N�Zp AS APPLICABLE, TO BE PAINTED T 0+0+ M10P CALTRANS TYPE I ARROW AS APPLICABLE, To BE PAINTED 1 3 m I ,resin DRIVE w I " o00 I I +o+ 72 SECTO1 L EM R. M z_jA SCALE: 1" = 50' HORIZONTAL CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 I No y w`_"' m I NN h 21. 00" STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 O 39 -N I m 0 38 s' 20'-- 4 I 3 ' . ' ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. z oU�N �SGiVtf. w 3 FIRE ISLAND °iI vl w a� ¢ dd � min �n o tiro I m NN '"'> IR z w \`3/ w f F¢ -'d 3 7 _ .2 Iz 61 �^ o mai . 3/ W gBy oh i oRJEW 9kOW RPO �\ a� SjP, 9 4F F y a 6" 1 m 1 9 \ SEVER p17G%yA 11+00 --N00'55'27"E 12+00120.00'- 13+00 18" a 5+00 t� 240.00'-? nnx< Peg�$z °S\ 1� 1 2 ®—e s O e. 62P�oo.e:Fv 2 ' If 3 colo _la 064 zi N65o _ 20' 20' 30' 30' I om 0o MATAPAN WAY -' II Ilj� )(�� ,{( o �- SEE SHEET 74 '3 -f U �\\VII V � , N N a rn rn 354 352 350 348 346 344 342 340 338 10+00 WER S p v Iz s RADIUS 31 - - 67 T T -- -� / I -- Y 'IT N I 2 < m 25.56' A 3 n N46.85' 35.00' 90'00'00" STA. 10+00.00 L., COQUILLE WY. o a o m o 00 0 14 � 30 a QUO O li Q OQo I} 1 I a -4'O JZ�QII 3 n 3 M 69� EXISTING SURVEY MONUMENT + S890433"E In -68 IM �,< FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. >�a •- � � I$ o IQ ld O1 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND LL o � N � NI � o d NUMBER FOR TAPER DESCRIPTION o 66C9 (>U 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE I RIGHT-OF-WAY & LOT UNESO N Z F ZUI�JW go IQ I I m 1 70 F w 88-- am mmm4o ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' v N N+ C=J NNJN cz mom a� � INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY ( ) 27 o �; © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. 3 Sk CALTRANS TYPE ARROW, LEFT OR RIGHT 2 �N✓I N�Zp AS APPLICABLE, TO BE PAINTED T M10P CALTRANS TYPE I ARROW AS APPLICABLE, To BE PAINTED � FIRE ISLAND DRIVE REP (STA. 10+00.00 TO 19+60.18) 72 SECTO1 L EM R. M z_jA SCALE: 1" = 50' HORIZONTAL CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 I L_----- Nb. 85162 1" = 5' VERTICAL h 21. 00" 27 y2 _ 0 00 w o0 i�ea 1 c� m I 4 p v Iz CURVE RADIUS 31 < 3 h o / I STA. STA. Y 'IT N I 2 < m 25.56' A 3 n N46.85' 35.00' 90'00'00" STA. 10+00.00 L., COQUILLE WY. 84.00' END CURVE P.C.C. TOP OF CURB ZI 126'20'09" N 30.00' "W3-3" - SIGNAL AHEAD ;73�LL 90'31'15" m 30.00' UNT 4 ESMERALDA AVENUE SEE SHEET 5 CURVE RADIUS ® 1 20' 20' I 1 P.R.0 I w 3 STA. STA. Y 'IT N I 2 I1I3 FL INTERSECTION 25.56' 103'54'33" UNT 1 n m ESMERALDA AVENUE o N SEE SHEET 5 N N $ 1 Q 6• \ 74 65, C.L. 87.05LT. :' v22 m ^� a< 28, EL\ rvI m t ®++ x ++ ++ Y K h t 51 1 30' �5' I zo' 3 73 3 i 1 4 I A Tq8 j\F RAD +0 ST INS-RSE'C 04J F� ST,q' 1jx2pUO / /AQP 24x48, CC.( FIRE S 74 UNT 1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 354 352 350 348 346 344 342 340 338 MOUNTAIN RIDGE DRIVE SEE SHEET 15 147'1 fL INFERS STA. LIE 175.72' _ _T STA. 17+ COQUILLE WAY (STA. 10+00.00 TO 11+75.72) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL o � _ - e 354 CURVE TABLE n 352:_-- Vp-- CURVE RADIUS ® TANGENT DELTA 1 20.00' 3441 a -- --- -_ ,n N, PROPOSEW 20.00' 90'00'00" 2 20.00' FL INTERSECTION 25.56' 103'54'33" 3 35.00' N46.85' 35.00' 90'00'00" STA. 10+00.00 L., COQUILLE WY. 84.00' END CURVE P.C.C. TOP OF CURB 166.06' 126'20'09" 5 30.00' "W3-3" - SIGNAL AHEAD STA. 16+00.00 C.L., FlRE ISLAND DR.I 90'31'15" m 30.00' 1 I a 2 SEWER - REFER TO SEWER & STORM DRAIN PLANS -—__ EXISTING SURVEY MONUMENT 0 S890433"E FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. t 11+00 FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. a FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. tI O1 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® GUTTER LIP TO A DEPTH OF 12". ITEM OF WORK - SEE SCHEDULE 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE I RIGHT-OF-WAY & LOT UNESO N i COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. m S I 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' \ 2 cz mom a� INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY ( ) 27 o �; © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. 3 Sk CALTRANS TYPE ARROW, LEFT OR RIGHT 2 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. M �3 AS APPLICABLE, TO BE PAINTED T M10P CALTRANS TYPE I ARROW AS APPLICABLE, To BE PAINTED O J REP <o`+ 72 SECTO1 L EM R. M z_jA NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 I L_----- Nb. 85162 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT h 21. 00" STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 O i --- -- s' 20'-- a 2 AS DIRECTED BY THE ENGINEER. -- ' . ' ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. z oU�N �SGiVtf. 5 3c- 1t FIRE ISLAND DRIVE SEE LEFT w f U 7 _ .2 �^ o mai . MOUNTAIN RIDGE DRIVE SEE SHEET 15 147'1 fL INFERS STA. LIE 175.72' _ _T STA. 17+ COQUILLE WAY (STA. 10+00.00 TO 11+75.72) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL o � _ - e 354 CURVE TABLE n 352:_-- Vp-- CURVE RADIUS ® TANGENT DELTA 1 20.00' 3441 a -- --- -_ ,n N, PROPOSEW 20.00' 90'00'00" 2 20.00' R.jc�. E�. 3D3�ia2 25.56' 103'54'33" 3 35.00' N46.85' 35.00' 90'00'00" 4 84.00' END CURVE P.C.C. TOP OF CURB 166.06' 126'20'09" 5 30.00' "W3-3" - SIGNAL AHEAD 30.27' 90'31'15" 6 30.00' QQ 29.73' 89'28'45" MOUNTAIN RIDGE DRIVE SEE SHEET 15 147'1 fL INFERS STA. LIE 175.72' _ _T STA. 17+ COQUILLE WAY (STA. 10+00.00 TO 11+75.72) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 o � _ - e 354 LEGEND: n 352:_-- Vp-- O 350 -o'- + -d'-- ® z� T k 1 aN 348 FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 346 S-0.257-_ - V Rgvi "oN 2'/ 3441 a -- --- -_ ,n N, PROPOSEW APpaov�,tn �: __ M ` M - aORTHZOVVUNEI RoFi e,¢ a Mc INTo9-t D/+-rE' 1 _ 342 > R.jc�. E�. 3D3�ia2 BEGIN CURB RETURN P.I. POINT OF INTERSECTION Revls,oJ 341 `(0 apPrzov�o �pANtEL. 340,-'- a%I'3T .... 1 —' Pr,olw•, ua-rE 338 R c.�' BEGN CURVE PCC POINT OF COMPOUND CURVATURE 10+00 11+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 LEGEND: (CONT.) O LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. SM. T-19: O ABBREVIATIONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE Z= ELEV. ELEVATION E.V.C. END VERTICAL CURVE "134-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION O E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. BEGN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. TOP OF CURB "W1-6" - SINGLE ARROW CODES. P.I.V.C. POINT OF INTERSECTION T.P. 'TOP OF PAVEMENT M "W3-3" - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. GRADE BREAK QQ CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST 13, SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 EXISTING SURVEY MONUMENT 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. �- Z i- < J FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. a FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT 9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® GUTTER LIP TO A DEPTH OF 12". ITEM OF WORK - SEE SCHEDULE LEGEND: (CONT.) O R7 JL FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. SM. T-19: O "R1-1" - STOP "W3-1" - STOP AHEAD "R6 -i" - ONE WAY "S5-2° - END SCHOOL ZONE 1. "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4 -Y - SCHOOL Z= "R3 -5R" - RIGHT TURN ONLY "R2-/" - SPEED LIMIT 20 "134-7" - KEEP RIGHT Ts "R81(CA)" - BIKE LANE O "W31(CA)" - END W/OM4-3 MARKER NOTE: 2. "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES IR "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "W7-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA w M "W1-6" - SINGLE ARROW CODES. o "WI -1" - CURVE ARROW M "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. — s SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 10+00 RIDGE DRIVE SHEET 15 11+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 C.L. LEGEND: (CONT.) O CONSTRUCTION NOTES: NOTES: O PROPOSED SAWCUT UNIT LINEOj "B" 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Z= CONSTRUCT TYPE CURB &GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT F O 5' STANOAAAD N`" CONSTRUCT SIDEWALK PER C.O.B. STD ST -X (o. 2. MOUNTAIN RIDGE ROAD - IR FURNISH & INSTALL IRRIGATION CONDUIT w M PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER o M CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED ic FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. Z o z m O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T 3 5T�6 FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT U K y CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. Z i- < J TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE a W U n ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PROPOSED CURB AND GUTTER LINE GUTTER LIP TO A DEPTH OF 12". N � 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT UNESO W COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. m S SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' 0 OPENINGS mom CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3 WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY ( ) PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. Sk CALTRANS TYPE ARROW, LEFT OR RIGHT 2 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. AS APPLICABLE, TO BE PAINTED T M10P CALTRANS TYPE I ARROW AS APPLICABLE, To BE PAINTED O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION SO10-21 C-19. SECTION DESIGNATION: POPE I REP SECTO1 L EM R. M ^✓ �' NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 L_----- Nb. 85162 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT h 21. 00" STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER &SIDEWALK 6 - � PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. a 2 AS DIRECTED BY THE ENGINEER. SHEET WHERE SECMM IS SH6WN ' ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. z oU�N �SGiVtf. 5 3c- 1t PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER DR. CALTRANS STANDARD SPECIFICATION 8010-21C-19. # [ 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN S7-7 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE e '_ IS TO GO FROM FLOWLINE TO FLOWLINE.'ID�.SEN1Ro D(3ivE�lAY AwROAclkcS 61'Y4TI r"F „, 1 a. .° a i" O N W O O Vw Z= Vaa w M o M 0 � � Z o z m o U K y Z i- < J a W U n J K W cp N � W m 0 2 1F � Opr U o 2 �P H v=i N h � � � � a 2 z oU�N w f �^ o oh a� oW Wy a �o } Q d W J_ U W 0 � U U � S F x w 12 W > ~m V � � � vma m Z Z Q 6 92 Lur LL c' a w M I T b iL 0 O O UNT I II FIRE ISLAND DRIVE o MOUNTAIN RIDGE DRIVE SEE SHEET 13 0 66 o SEE SHEET 15 W 5KJ 1 N N 11' ' II I o I oo mm I je n I ' z I aN 11 1 1 2G' 20' Ti�- 65 �� 40 II I iz ii I 38 d .I r to NN 3 II INTERSECTION I A. 10+00.00 C.L, MATAPAN WY= A. 11+20.00 C.L, FIRE ISLAND DR. I 3 0 3 fE INTERSECTION STA. 11+77.08 C.L., MATAPAN WY= ' _ 589'04'33'E o _ �I F0 177.08 7 STAT 12+46.45 C.L., MOUNTAIN RIDGE DR. I 3 u I I 3 IIS I I II 1 II 39 1I�Yj1 2 � o � �4 I K , 64 wSW I dLL ti4 mll 3 ' ii i I � In � Inm rn I 45 n 1 I A/^\ ++ ++ I II FIRE ISLAND DRIVE - MOUNTAIN RIDGE DRIVE SEE SHEET 13 ;i4 SEE SHEET 15 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 MATAPAN WAY (STA. 10+00.00 TO 11+77.08) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 11+00 10+00 11+00 LEGEND: ABBREVIATIONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE EL V. ELEVATIONE.V.C.VCEND VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE R/W RIGHT-OF-WAY G.B. GRADE BREAK 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 SON 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. DET. ST -14. CURVE NUMBER FOR CURVE DESCRIPTION TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORK - SEE SCHEDULE 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 UNT 2 �1 S PACKWOOD DRIVE �ST f o 1 N SEE SHEET 12 TR. 1\1Or-r � r.. , 696J cc) PI m , �� `c) 20' WIDEDUTY EASEMENT mo PER SEPA ATE INSTRUMENT dd I r (E) m z o CL INTERSECTION C 14_+00 _ _ _6 15+00 124" DRAIN 5 m STA. 15+76.41 C.L., FLAMENCO WY. 6 o STA. 17+20.00 C.L., PACKWOOD DR. -SB9'04'33"E- 8' SEWER _ $ 8" SEWER 3 �� 40' NOT _D_1 _3 _-_-�- FOR PUBLIC -ACCESS- - - - PER SEPARATE ¢'� I1, \\ 6 INSTRUMENT z 6 0 2 I II z " 70 + \� m a �a o N « 4 '� 20 0 20 m� mn+ 0 30 / � 69 PACKWOOD DRIVE � _f ¢md¢ SEE SHEET 12 LEGEND: (CONT. CURVE TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 900000" 2 20.00' 36.27' 25.56' 103'54'33" 3 30.00' 47.21' 30.09' 90'09'45" 4 30.00' 47.04' 29.91' 89'50'15" 5 20.00' 30.64' 19.24' 87'46'35 6 20.00' 31.36' 19.94' 89'50'15" 7 20.00' 31.47' 20.06' 90'09'45" 8 20.00' 36.27' 25.56' 103'54'33' LEGEND: (CONT. R1 JL FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -Y - STOP "W3-1' - STOP AHEAD M "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE O I "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT N "R26(CA)' - NO PARKING "S4-3" - SCHOOL Z 'R3 -5R° - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT 60 "R81(CA)" - BIKE LANE KU' "W31(CA)" - END W/OM4-3 MARKER NOTE. p O "W14 -i° - DEAD END SIGN NUMBERS ARE FEDERAL CODES @3 "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY Z 0 I "Wt -7" - DOUBLE ARROW (CA). (CA)INDICATES CALIFORNIA k "Wi-6" - SINGLE ARROW CODES. "WI -1" - CURVE ARROW J Q d "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �� CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - s SEWER - REFER TO SEWER & STORM DRAIN PLANS s ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY - - - - - - - - - UNIT BOUNDARY FLAMENCO WAY 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 (STA. 14+56.30 TO 15+76.41) SCALE: 1" = 50' HORIZONTAL I" = 5' VERTICAL 15+00 354 352 350 348 346 344 342 340 338 16+00 15+00 354 352 350 348 346 344 342 340 338 16+00 1 14'33"ET DRAIN UNT 2 PACKWOOD DRIVE --II SEE SHEET 12 1 20 I20• I 31 1 I I rE INTERSECTION STA. 11+20.11 C.L., STA. 11+20.00 C.L.. 1 MONHEGAN WAY (STA. 10+00.00 TO 11+20.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 10+00 11+00 10+00 11+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 k 342 ucvlslo� Z Z7-/� 340 %+PPz�� By Ra'u 1=R A. H^�-1N�SH bATE 338 Rc.6. aajzz. PAN/e � DIS �h-r5 R G£. l0�009 m 32 mo I M N O I N Z 60 Q KU' CiLL p O U 0 @3 UCH Z 0 I k Q J J Q d II m� oo -� oo l �� LL' Q PACKWOOD DRIVE <a SEE SHEET 12 w to a MONHEGAN WAY (STA. 10+00.00 TO 11+20.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 10+00 11+00 10+00 11+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 k 342 ucvlslo� Z Z7-/� 340 %+PPz�� By Ra'u 1=R A. H^�-1N�SH bATE 338 Rc.6. aajzz. PAN/e � DIS �h-r5 R G£. l0�009 m Q o M N \ Z Q o z m o U 0 @3 Z 0 I k Q J J Q d U W m LL' Q �� w to a w m U Y � Q } m O 1 -9 M f LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT OMIT ONE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN TSFURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 8 g' S'TANOAKD PLANS AND DETAILS. O2 CONSTRUCT �S�3-69MB+NfN96N' SIDEWALK PER C.O.B. STD ST-)( G. 2 MOUNTAIN RIDGE ROAD - Ire FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER Ic FURNISH & INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 957 RELATIVE DENSITY T63 Tf,)5 lg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. TRO=NO. 3 UR AND TRTTERo. s slzE TRs=No. s SIZE ® COMPACT SUBGRADE TO 957 OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PROPOSED CURB AND CUTTER LINE GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT UNES COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. STD. ST -9. O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS now CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. PER CONSTRUCT SID. ST -4. (UNLESS RIIEWAY E NOTED) ( ) \O/ OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS TYPE IV ARROW, LEFT OR RIGHTREMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. AX AS APPLICABLE, TO BE PANTED PAINT 12" LIMIT LINE USING As TRANS TYPE I ARROW PAINTED O CALTRANS STANDARD SPECIFICATHERMOPLASTIC ONP80101 2PC-19AINT PER SECTION DESIGNATION;: - cc SECTIM LETTER Y,C ):. S'I, G NOTE; 8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 9 AS DIRECTED BY THE ENGINEER. SHEET WERE SECTION IS SHOWN SFr' *i033 W P 6- _ ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. a1 CIVh �P' Aa `9rf4'F CAL'FGPY" CALTRANS STANDARD SPECIFICATION 8010 -21C -19.o - T 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ST -7 @ SloeuywK <Kn1acK1.EA�' ' A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 4' w1pe- P.,EFFIN c�IVEwAY J4Fpy;ORC4f$6NL\ ' "+ u' IS TO GO FROM FLOWLINE TO FLOWLINE. D ! - '�'�' - O �m 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER Q Z Q @3 W z Z �� U } W f � ¢ Z w °D W b Q � o �s U Q ;Mf' Z Q Q - � a Q x LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT OMIT ONE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN TSFURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 8 g' S'TANOAKD PLANS AND DETAILS. O2 CONSTRUCT �S�3-69MB+NfN96N' SIDEWALK PER C.O.B. STD ST-)( G. 2 MOUNTAIN RIDGE ROAD - Ire FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER Ic FURNISH & INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 957 RELATIVE DENSITY T63 Tf,)5 lg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. TRO=NO. 3 UR AND TRTTERo. s slzE TRs=No. s SIZE ® COMPACT SUBGRADE TO 957 OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PROPOSED CURB AND CUTTER LINE GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ---------- RIGHT-OF-WAY & LOT UNES COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. STD. ST -9. O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS now CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. PER CONSTRUCT SID. ST -4. (UNLESS RIIEWAY E NOTED) ( ) \O/ OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS TYPE IV ARROW, LEFT OR RIGHTREMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. AX AS APPLICABLE, TO BE PANTED PAINT 12" LIMIT LINE USING As TRANS TYPE I ARROW PAINTED O CALTRANS STANDARD SPECIFICATHERMOPLASTIC ONP80101 2PC-19AINT PER SECTION DESIGNATION;: - cc SECTIM LETTER Y,C ):. S'I, G NOTE; 8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 9 AS DIRECTED BY THE ENGINEER. SHEET WERE SECTION IS SHOWN SFr' *i033 W P 6- _ ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. a1 CIVh �P' Aa `9rf4'F CAL'FGPY" CALTRANS STANDARD SPECIFICATION 8010 -21C -19.o - T 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ST -7 @ SloeuywK <Kn1acK1.EA�' ' A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 4' w1pe- P.,EFFIN c�IVEwAY J4Fpy;ORC4f$6NL\ ' "+ u' IS TO GO FROM FLOWLINE TO FLOWLINE. D ! - '�'�' - O �m 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER S ATE ROUTE 119 TAFT HIGHWAY" SEE -119 IMPROVMENT S I i i 1 EXISTING IMPROVEMENTS SEE SR -119 (TAR HIGHWAY InI InI In^` In' STREET IMPROVEMENTS PLA r 8 I, n VII \U'�� ` Ci AL ORI0d / s II VVV II K .'n ��\p C 7(ME CI4 uRIV iNY / 8 M n 2I APPRO Q4 PER c o..J< a W 8 I w // TRACT 6491 T o g MATAPAANTWAY JJ C ^ 8 ns DRA IvcD1L I M 8 vJ LL 65 66 67 68J J 69 70 71 , 72 GI wAY M SEE SHEET 13sJ I I� a N ps w W �J LL ci4 tiLL o I' z INTFRSECTI oho" 6Z / 4 I ero �, J J��LL 0.L J J �m 20 20 �m o �.' a7�JLL or;LL uw F I dot Foi� I w o0 4i o,W 64 �� I 20' 20' I I LLj ci I tiLL fir: ��,; �LL I i m .\ $. 7 4 COR. SEG 34, 30 27 o m o0 6v 63 0� u,c 30 30 e+� NN x �� �}' z7 d cT nn 1 30 30 I nn �� \U} o „�'6 STA. 36+,4 50 GL TA HIGHWAY= + + - �5 STA. 22+90.23 C.L MOUNTAIN RIDCF DPoVE I _ _ m \ 4j O!a1 ++ H m M M 0.'1^ g rc oo ry N ^+ w 'r vi z vS vi "R + ++ 4 z ¢ m m w " 1'p o z vi vi nn s oo a/ MnI � .M+ m �� m= 73 ;, 74 �9x 75 W 2 ti as 1 ~ IED Y` m O M } J 00 1 -nn INN NN p+ Al I fY f �+' r"11 cpm min / _ B O �I 2 0 - 8 1 z ,- Ir- z rr r F I dd I,'N rd yin ofH w q EXISTING CURB Iv+i gal P whim -1 -_ --_ -- -- -- 3 - ----- _ A' ------ ---- - Ic ---- --___ --- -- - _- -_-_ r i M f TAIL N�pwcz-ma $J"ogodft``a+''\3zrpomo«._ - J"od'�oa"=d-'-r�a''3" ln <' N00-'45a��mcCm'4ar2-6o-H°Ery _ _ - _ - -DET_AI_ 78 _ \{-, � _®��WzW '_tim=FJ ra>e�✓yy.) \8 wpomcu=J3 Fo0.p�z�o�O�7 Q,0.�LImO - INe'� <`a ��k�`N�a+,N�mmme`k°' fl�'0.®•vm^.mn>/ A{\�')V'iwo.®_ Ic�./-, "' `" AOWwp0°-Y♦.ofM yn IX �n iII-3�v[ I-�,�I,jiI I M -AR -KE INGSI _ _.. _ ,. w0II _-TM ^oLAis rE 3 �DETAIL 22 nMPPROTA ODETAIL 22DRARY)i _ _ - _-_ ^ o BE R6 R�04a00 PAVDAENT E 17+00 480.WP.P.TO BE M0 20'35° 13+00 14+00 E s+Do-f +00 e+o03 L2Ris+oo 21 '6 27 24+00 25+00(MORY) ` Ex DETAIL 2s+001 22+00NEW EDGE OF 23+00MOUNTAIN RIDGE DIVE TO REMAIN Y ci cc PSTREET IMPROVEMENTS PLAN0 NO ETHEL R. CANADASEE TRACT6491TAIN__+ RAI- EASEMENT 1379.NCRETWATER PIPELINE 0MOUNTAIN RIDGE DRI gg^j � m wo j �` awoomo �m Mdd' rV~mJ= MMWQ- 1, IF o- _ M1 o. .. w;5 aw +i$s- STING CURB&GUTTER o F0. 2IRON PIPE MKD. L.S.5275 O z M 0aN ^ DOWN 30" WITNESS CORNER 0m 6 .t4 COR. SE¢�N 327PER R/SBK.15. PG 178 Qp�6 6U 0F ORTH OF C. 34, \mop3z 3 rd,a: M. -^� "•..� + <g da EK, STRIPING I 1 W <D a m w p 442i �w a in W SEE T HIGHWAY' n .1=T c�wz'm w, ud ���•,.*y,-,�°'$ SIREPET IRPROVEMEN7� P pryS I IW I TRACT 6491 m °0'0. ® \ �•mW jl Irc I w �fl '�. �,✓ I II I I I� ! EXISTING IMPROVEMENTS 1 r MOUNTAIN RIDGE DRIB/ ESRIMPR(VAFTHIGHWA -L I II i jw I STREET IN9R TAFEHTS PLAY \�� m o (STA. 10+00.00 TO 21+72.44) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL S ATE ROUTE 11`/9 SEE-1119r1MPROVEMENT PLANS \ "X pp 6/ TRACT 6759 SEE SR -119 AFT HIGHWAY =d a STREET IMPORVEMENT PLANS STREET IMPORVEMENT PLAN 356, - a w m m SQ'VERT. CURVE .'0.3 _ z 28 356 p c_ 354 -- -- -- -- n n __ y _- - w- 'i dim M -- �>- m <_ w -. n _ 354 �ucd 352 M a 352 _ -m�oa-- ps+ 5=0.2 0% wm 02 ¢ o 1 1 - . - _ a--'R+ S rcfoifr« =-0_5w�a1 %MWrcw 350 rc w APPROXIMATE EXISTING mci~ rc az= APPROXIMATE EXISTING 6LGRADE D CENTERLINE <a i Li 0.ic'G_348 GRADE ®CENTERLINE .o i. --- - -- - -- 346 •-S0:25% -- - -_ -- _57% 051 ' % _051 020% PROPOSEDWEST344- PROPOSED WEST FLOWINEFLOWLNE PROPOSED WEST FLOWLIN€ SEE TAFS HI344IMPIX2VEMENT PHIGHPOINT STAW14+87 342 342 IJ Wj N"wgNmg m 0a< ay a 340 340 10+00 11+00 12+00 13+00 14+00 15+00 16+00 100 a2 � 18+00 19+00 20+00 21+00 22+00 1r ON; FPC mm<ow R/W' OU. �, R/y! ��"o�-<, e=-w-a�.v-y-v'�,.�--�.^��•yyv-�. �".v�-.✓-oi'•,i-Vi-v-ti�.w-y MOUNTAIN RIDGE DRIVE o ° 5' 5' 20' 20' 5' 5'49' P fE MOUNTAIN RIDGE DRIVE R 4B' fr B 2- 7 w w o `) R� " 6' 38' I ROGE£2. A_ McIN TOSH DATE 5 p o z a I I R.O.E. 33322 z 0 EXISTING POWER POLE a s i z I I I 45 TO BE REMOVER 13 ( -___/1 6' w 34' w I I I A { I I "� z '1 v����f b DANIEL PAIL _ 0.20' A. C: PAVING I o 0.30' A.C. PAVING 2-_3� MATCH EXISTING GRAD Er' �' +O c 008 ,A DA 2R. 2R 2% 2x Z% 2% VARIES _ ,/ p 0.30' A C PAVING °"�•._o-�.��„��"ti��,A' r��� --"'- 2% w VARIES LANDSCAPE rir 1 ca i, ." , - LANDSCAPE �- �- • -�Y) AREA -•v _ < > • iruu. a. AREA p { LANDSCAPE . • 'YI�� i7i AREA Ll�Y��� 3 �� �%� MATCH EXISTING N 72EVISIOI.i 4.5' SIDEWALK 0.40' AGG. BASE 4.5' SIDEWALK SIDEWALK I GRADE 5 r• CURB &GUTTER CURB & CUTTER 0.40' AGO. BASE 1 SIDEWALK / Ro6e/j A /,nc W'(DSH p.5 E CV 0.50 COMPACTED O.G. TO »> CURB &GUTTER 0.80' COMPACTED O.G. TO d f CURB & GUTTER 0.40 AGG. BASE B'( r 95% RELATIVE DENSITY. ! 0.80' COMPACTED O.G. TO Ae� r 95% RELATIVE DENSITY. 1 ( 95% RELATIVE DENSITY. R.G.G. 333Z' - TYPICAL INTERIOR STREET SECTION - MOUNTAIN RIDGE ROAD g O co SECTION A / SECTION - MOUNTAIN RIDGE ROAD c evls�aN 1 Z SCALE: 1°=10' HORIZ. 15 SCALE 1"=10' HORIZ. 15 (! SCALE 1'=10' HORIZ. 15 \ appgvs 'E'(: +F i 7-4/�0 0. 0 1"=5' VERT. t 1"=5' VERT, d 1"=5' VERT. ) J>AdIEt, I^PI(,( rhTE .�_�._.a,.. �..�as.�>^..�a�a a.�• a.�, .� .�a�. s. .�.�._0�.1<�. tie�..tir�.'�.+�--°` R,6.�. 6�Da8 $ LEGEND: LEGEND: (CONT.) LEGEND: (�ONTT CdI�N 71�T 5. NOTES: O W ABBREVIATIONS - PROPOSED SAWCUT UMIT UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + Go F.L. FLOWLNE P.O.V.C. PONT ON VERTICAL CURVE RI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. r C.L CENTERUNE B.V.C. BEGIN VERTICAL CURVE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 5� 5-ra,Janrio 'Rt -t' -STOP 'W3 -t" - STOP AHEAD 2 CONSTRUCT SIDEWALK PER C.O.B. STD ST G. 2. MOUNTAIN RIDGE ROAD - 0.i B.C.Rco ELEVBEGIN CU E.V.C. FOD VERTICAL CURVE 'R6-1• - ONE WAY 'SS -2' -END SCHOOL ZONE IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER Q O B.C.R. BEGIN CURB TURN P.I. POINT OF INTERSECTION •R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ~ ~ "R26(CA)° - NO PARKING "S4-3" - SCHOOL 0.40' AGGREGATE BASE OVER % R COMPACTED E.C.R. END CURB REM P.R.C. POINT 0.F REVERSE CURVATURE IC FURNISH &INSTALL INTERCONNECT CONDUIT 3 UNITS STANDARD PLAN RSP A88A CASE A. so B.C. BEGIN CURVE PCC PONT OF COMPOUND CURVATURE •83-.58• - RIGHT TURN ONLY 'R2 -i° - SP® LIMIT 20 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY D3 T9P 10 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT W E.C. END CURVE P.C.C. TOP OF CURB R4-7' - KEEP RIGHT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. W P.LV.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT °R81(CA)° - BIKE LANE TR3=LA0. 3 1/2 SIZE 785=LA0. 5 SIZE TRs=No. s SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER a� � W OF VERTICAL CURVE F.C. FINISH CONCRETE "W31(CA)" - END W/OM4-3 MARKER NOTE PROPOSED CURB AND GUTTER UNE R/W RIGHT-OF-WAY G.B. GRADE BREAK WI4-1' - DEAD ED SIGN NUMBERS ARE FEDERAL CODES GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE m Q cr. 'W14-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY ---------- RIGHT-OF-WAY &LOT LINES COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. o t - 'Wt -7' - DOUBLE ARROW (CA). (CA) INDICATES CAUFORNIA O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS W co QQ FURNISH & INSTALL SURVEY MONUMENT PER 00.8. SID. ST -13. *WI -6' - 9NgE ARROW CODES, PER ID BOTTOM WIDTHOHERDRIVEWAY W/3' WINGS INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. o WI -7° - CURVE ARROW PER C.O.B. SID. ST -4. (UNLESS OIHENNISE NOTED) ( ) � Co EXISTING SURVEY MONUMENT 'W3 -Y - SIGNAL AHEAD © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. Z 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -' D AS APPLICABLE, STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CAL7RALI CABLE. TTYPE T O BE PAINTED ARROW, LEFT OR RIGHTGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. CC Q Q -¢-- FURNISH &INSTALL NEURO STREET NAME SIGN PER C.O.B. STD. T-1. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM GRAIN PLANS CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. TRANs TYPE ARROW O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION DESIGNATION: Q S AS APPLICABLE9 o FURNISH & INSTALL STREET UGNT-5800 LUMEN PER C.O.B. STD. ST -14. � , R CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. PLANTED SECTION LLTEER s SEWER - RETR TO SEWER & STORM DRAIN PLANS - NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 `- _ - _ _ v �ppDrri l r�A , = c -a- FURNISH &INSTALL STREET UGIT -9500 LUMEN PER C.011. 570. DET. ST -14. x SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 44 STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2.* A, O X SEWER MANHOLE -REFER TO SEWER &STORM DRAIN PLANS + 'a PER CALTRANS STANDARD SPEOFlCATION 8010-21C-19. 9 7 O CURVE NUMBER FON CURVE OESgRIPTION �• �. AS DIRECTED BY THE ENGINEER. SHEET WHERE sEcnGN Is sxoxx �:. s OTAPER NUMBER FOR TAPER DESCRIPTION ® SEWER CLEANOUT - REIR 70 SEWER &STORM GRAIN PLANS ,I < 1 ALL TEMPORARY STRIPING SHALL BE NON-1HERMOPLASTil 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. l r.` 0.6- 1 ® ITEM OF WORK - SEE SCHEDULE ---------- TRACT BOUNDARY „1 „I�g " ) it PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER - - - - - - - - - - - - UNIT BOUNDARYCALTRANS STANDARD SPECIFICATION 8010-21C-19. •rte' W c cr V.0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 0)A a }w 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 1` IS TO GO FROM FLOWUNE TO FLOWLINE. �T /T W .^cam-�r-...�'•��-.,.�-+.i`0.r'��'.rw-v.i.aA"Yv^v'o�^a�Wvw'�i-.✓.'., =X-p�ENLOK25ONL 13 POLES TO BE REMOVED AND FILLED `WITH 2 SACK SLURRY TO THEBOTTOM OF THE A.B., PLACE A.B. AND A.C. PER MOUNTAIN RIDGE ST -7 = SIDSSRUCTURALSEC�La-15 PRIOR T�E 4"a/IbE BEffl D D(OU0 CURVE TABLE CUTE CURVE RADIUS LENGTH. TANGENT DELTA 30.00'1 azoa'. 29.91' 89'KI15' 2 1 30.00' 1 4731' 30.09' 90`09'45• 3 1 30.00' 1 48.85 29.73' 8928'45• 4 1 30.00' 1 47AV I T=30.27' 1 90'31'15• MOUNTAIN RIDGE DRIB/ ESRIMPR(VAFTHIGHWA -L I II i jw I STREET IN9R TAFEHTS PLAY \�� m o (STA. 10+00.00 TO 21+72.44) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL S ATE ROUTE 11`/9 SEE-1119r1MPROVEMENT PLANS \ "X pp 6/ TRACT 6759 SEE SR -119 AFT HIGHWAY =d a STREET IMPORVEMENT PLANS STREET IMPORVEMENT PLAN 356, - a w m m SQ'VERT. CURVE .'0.3 _ z 28 356 p c_ 354 -- -- -- -- n n __ y _- - w- 'i dim M -- �>- m <_ w -. n _ 354 �ucd 352 M a 352 _ -m�oa-- ps+ 5=0.2 0% wm 02 ¢ o 1 1 - . - _ a--'R+ S rcfoifr« =-0_5w�a1 %MWrcw 350 rc w APPROXIMATE EXISTING mci~ rc az= APPROXIMATE EXISTING 6LGRADE D CENTERLINE <a i Li 0.ic'G_348 GRADE ®CENTERLINE .o i. --- - -- - -- 346 •-S0:25% -- - -_ -- _57% 051 ' % _051 020% PROPOSEDWEST344- PROPOSED WEST FLOWINEFLOWLNE PROPOSED WEST FLOWLIN€ SEE TAFS HI344IMPIX2VEMENT PHIGHPOINT STAW14+87 342 342 IJ Wj N"wgNmg m 0a< ay a 340 340 10+00 11+00 12+00 13+00 14+00 15+00 16+00 100 a2 � 18+00 19+00 20+00 21+00 22+00 1r ON; FPC mm<ow R/W' OU. �, R/y! ��"o�-<, e=-w-a�.v-y-v'�,.�--�.^��•yyv-�. �".v�-.✓-oi'•,i-Vi-v-ti�.w-y MOUNTAIN RIDGE DRIVE o ° 5' 5' 20' 20' 5' 5'49' P fE MOUNTAIN RIDGE DRIVE R 4B' fr B 2- 7 w w o `) R� " 6' 38' I ROGE£2. A_ McIN TOSH DATE 5 p o z a I I R.O.E. 33322 z 0 EXISTING POWER POLE a s i z I I I 45 TO BE REMOVER 13 ( -___/1 6' w 34' w I I I A { I I "� z '1 v����f b DANIEL PAIL _ 0.20' A. C: PAVING I o 0.30' A.C. PAVING 2-_3� MATCH EXISTING GRAD Er' �' +O c 008 ,A DA 2R. 2R 2% 2x Z% 2% VARIES _ ,/ p 0.30' A C PAVING °"�•._o-�.��„��"ti��,A' r��� --"'- 2% w VARIES LANDSCAPE rir 1 ca i, ." , - LANDSCAPE �- �- • -�Y) AREA -•v _ < > • iruu. a. AREA p { LANDSCAPE . • 'YI�� i7i AREA Ll�Y��� 3 �� �%� MATCH EXISTING N 72EVISIOI.i 4.5' SIDEWALK 0.40' AGG. BASE 4.5' SIDEWALK SIDEWALK I GRADE 5 r• CURB &GUTTER CURB & CUTTER 0.40' AGO. BASE 1 SIDEWALK / Ro6e/j A /,nc W'(DSH p.5 E CV 0.50 COMPACTED O.G. TO »> CURB &GUTTER 0.80' COMPACTED O.G. TO d f CURB & GUTTER 0.40 AGG. BASE B'( r 95% RELATIVE DENSITY. ! 0.80' COMPACTED O.G. TO Ae� r 95% RELATIVE DENSITY. 1 ( 95% RELATIVE DENSITY. R.G.G. 333Z' - TYPICAL INTERIOR STREET SECTION - MOUNTAIN RIDGE ROAD g O co SECTION A / SECTION - MOUNTAIN RIDGE ROAD c evls�aN 1 Z SCALE: 1°=10' HORIZ. 15 SCALE 1"=10' HORIZ. 15 (! SCALE 1'=10' HORIZ. 15 \ appgvs 'E'(: +F i 7-4/�0 0. 0 1"=5' VERT. t 1"=5' VERT, d 1"=5' VERT. ) J>AdIEt, I^PI(,( rhTE .�_�._.a,.. �..�as.�>^..�a�a a.�• a.�, .� .�a�. s. .�.�._0�.1<�. tie�..tir�.'�.+�--°` R,6.�. 6�Da8 $ LEGEND: LEGEND: (CONT.) LEGEND: (�ONTT CdI�N 71�T 5. NOTES: O W ABBREVIATIONS - PROPOSED SAWCUT UMIT UNE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN + Go F.L. FLOWLNE P.O.V.C. PONT ON VERTICAL CURVE RI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. r C.L CENTERUNE B.V.C. BEGIN VERTICAL CURVE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 5� 5-ra,Janrio 'Rt -t' -STOP 'W3 -t" - STOP AHEAD 2 CONSTRUCT SIDEWALK PER C.O.B. STD ST G. 2. MOUNTAIN RIDGE ROAD - 0.i B.C.Rco ELEVBEGIN CU E.V.C. FOD VERTICAL CURVE 'R6-1• - ONE WAY 'SS -2' -END SCHOOL ZONE IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER Q O B.C.R. BEGIN CURB TURN P.I. POINT OF INTERSECTION •R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ~ ~ "R26(CA)° - NO PARKING "S4-3" - SCHOOL 0.40' AGGREGATE BASE OVER % R COMPACTED E.C.R. END CURB REM P.R.C. POINT 0.F REVERSE CURVATURE IC FURNISH &INSTALL INTERCONNECT CONDUIT 3 UNITS STANDARD PLAN RSP A88A CASE A. so B.C. BEGIN CURVE PCC PONT OF COMPOUND CURVATURE •83-.58• - RIGHT TURN ONLY 'R2 -i° - SP® LIMIT 20 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY D3 T9P 10 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT W E.C. END CURVE P.C.C. TOP OF CURB R4-7' - KEEP RIGHT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. W P.LV.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT °R81(CA)° - BIKE LANE TR3=LA0. 3 1/2 SIZE 785=LA0. 5 SIZE TRs=No. s SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER a� � W OF VERTICAL CURVE F.C. FINISH CONCRETE "W31(CA)" - END W/OM4-3 MARKER NOTE PROPOSED CURB AND GUTTER UNE R/W RIGHT-OF-WAY G.B. GRADE BREAK WI4-1' - DEAD ED SIGN NUMBERS ARE FEDERAL CODES GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE m Q cr. 'W14-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY ---------- RIGHT-OF-WAY &LOT LINES COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. o t - 'Wt -7' - DOUBLE ARROW (CA). (CA) INDICATES CAUFORNIA O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS W co QQ FURNISH & INSTALL SURVEY MONUMENT PER 00.8. SID. ST -13. *WI -6' - 9NgE ARROW CODES, PER ID BOTTOM WIDTHOHERDRIVEWAY W/3' WINGS INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. o WI -7° - CURVE ARROW PER C.O.B. SID. ST -4. (UNLESS OIHENNISE NOTED) ( ) � Co EXISTING SURVEY MONUMENT 'W3 -Y - SIGNAL AHEAD © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. Z 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -' D AS APPLICABLE, STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CAL7RALI CABLE. TTYPE T O BE PAINTED ARROW, LEFT OR RIGHTGHT REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. CC Q Q -¢-- FURNISH &INSTALL NEURO STREET NAME SIGN PER C.O.B. STD. T-1. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM GRAIN PLANS CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. TRANs TYPE ARROW O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION DESIGNATION: Q S AS APPLICABLE9 o FURNISH & INSTALL STREET UGNT-5800 LUMEN PER C.O.B. STD. ST -14. � , R CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. PLANTED SECTION LLTEER s SEWER - RETR TO SEWER & STORM DRAIN PLANS - NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 `- _ - _ _ v �ppDrri l r�A , = c -a- FURNISH &INSTALL STREET UGIT -9500 LUMEN PER C.011. 570. DET. ST -14. x SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 44 STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2.* A, O X SEWER MANHOLE -REFER TO SEWER &STORM DRAIN PLANS + 'a PER CALTRANS STANDARD SPEOFlCATION 8010-21C-19. 9 7 O CURVE NUMBER FON CURVE OESgRIPTION �• �. AS DIRECTED BY THE ENGINEER. SHEET WHERE sEcnGN Is sxoxx �:. s OTAPER NUMBER FOR TAPER DESCRIPTION ® SEWER CLEANOUT - REIR 70 SEWER &STORM GRAIN PLANS ,I < 1 ALL TEMPORARY STRIPING SHALL BE NON-1HERMOPLASTil 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. l r.` 0.6- 1 ® ITEM OF WORK - SEE SCHEDULE ---------- TRACT BOUNDARY „1 „I�g " ) it PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER - - - - - - - - - - - - UNIT BOUNDARYCALTRANS STANDARD SPECIFICATION 8010-21C-19. •rte' W c cr V.0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 0)A a }w 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE 1` IS TO GO FROM FLOWUNE TO FLOWLINE. �T /T W .^cam-�r-...�'•��-.,.�-+.i`0.r'��'.rw-v.i.aA"Yv^v'o�^a�Wvw'�i-.✓.'., =X-p�ENLOK25ONL 13 POLES TO BE REMOVED AND FILLED `WITH 2 SACK SLURRY TO THEBOTTOM OF THE A.B., PLACE A.B. AND A.C. PER MOUNTAIN RIDGE ST -7 = SIDSSRUCTURALSEC�La-15 PRIOR T�E 4"a/IbE BEffl D D(OU0