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HomeMy WebLinkAbout1.1-6759 Ph 1 - 5 RevisionA.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 'B'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL SPECIFICATIONS OF THE CITY OF BAKERSFIELD. ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE OF THESE PLANS: 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-16, T-1 PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SEC11ON 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED BAKERSFIELD SIU. DWG. TO BE INSTALLED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) O TO BE ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE EXISTING ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 5. -•- INSTALL TRAFFIC CONTROL SIGNS "STEAM -REFINED PAVING ASPHALTS," IN SEC11ON 92-1.02, "GRADES," OF THE STANDARD INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 SPECIFICATIONS. INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -O- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING -- D INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. REQUIREMENTS IN SEC11ON 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 7. INSTALL 4.5' SIDEWALK ON ALL LOCAL STREETS. PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S) INTO THE CURB FACE OVER AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE EACH SEWER LATERAL. ENGINEER'S REVIEW AND APPROVAL: 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK.T-7 _ B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM 10. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD STANDARD PLAN RSP A88A CASE A. ' SPECIFICA11ONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST PAVEMENT GRADE. RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORE11CAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME SIDEWALK 6" FROM BACK. AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE _ DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, PAVEMENT SHALL BE SAW CUT. SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED _ OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD PRIOR TO ISSUANCE OF THE PERMIT. SPECIFICATIONS SHALL BE MET. 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR 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 (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE LIMITS OF CONSTRUCTION. ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR f CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. " " # THE GREENBOOK . INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS I L... CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SMOOTH, TAPERED CONNECTIONS. SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. > A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT - -� STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY t -- -.- B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED BE SUBSTITUTED WITH PARAFFIN. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. - } 17. DUST CONTROL WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL :PLAN (DCP) OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON 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 THAN THAT WHICH CAN BE SURFACED OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADD111ONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED PROVISIONS OF SAID PLAN. TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR 18. STORM WATER POLLUTION PREVENTION OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER CONFORMS TO FACILITATE THE REMOVAL OF THE 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 DURA11ON 'TR T R IS RE HIRED CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS r. ' \ / 'rY VESTING TENTATIVE TRACT' NO. 6744 TRACT NO. 6759 UNITS 1- 5 VESTING TENTATIVE TRACT NO. 67.43 OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED OF CONTRACTOR S OCCUPANCY OF THE SITE, CON AC0 Q DENOTES SHEET NUMBER ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT TO COMPLY WITH THE PROVISIONS OF SAID PLAN. INDEX OF SHEETS THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADD11IONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM 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. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 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 ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER N0110E IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967o, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 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 UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE 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 SHALL 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 ENGINEER. 6' WING W/2 CENTERLINE STORM DRAIN f D ---� B. C. R."' LIP CURB AND GUTTER FLOWLINE CURB AND GUTTER L N SIDEWALK in CENTERLINE STORM DRAIN W 6' WING LANDSCAPE �n TYPICAL CATCH BASIN LOCATION AT CURB RETURN. SHEET TITLE SH TITLE KEY MAP u nnurn currr O /SNI\IA\IIICAITLI •vnI r SCALE: 1"=200' 1. 2. WYLR anr_c� BART DRIVE P.O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE (STA. 10+00.00 TO STA. 23+00.00) ELEV. ELEVATION (STA. 10+00.00 TO STA. 23+00.00) 9. COMMONWEALTH AVENUE 3. BOGART DRIVE P.C.C. TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT (STA. 23+00.00 TO STA. 26+85.01) F.C. FINISH CONCRETE (STA. 23+00.00 TO STA. 24+62.06), .Q LAGODA LANE AND CARIBOU LANE 2267 HALLET LANE AND EXETER STREET 10. WHALEBACK AVENUE AND FlTgiBURG DRIVE 4. ES'MERALDA AVENUE -o- 11. WINNIPEG DRIVE AND WIIHERNSEA LANE FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14 (STA. 10+00.00 TO STA. 23+00.00) 12, ppqKyyppp DRIVE 5. ESMERALDA AVENUE 6" CURB AND GUTTER 13. FIRE ISLAND DRIVE AND COQUILLE WAY "R26(CA)" - NO PARKING "S4-3" - SCHOOL (STA. 23+00.00 TO STA. 24+46.38) BEEVES STREET AND ANTIOCH LANE �4. MATAPAN WAY, FLAMENCO WAY 6. MARDAL AVENUE q Q MO EG W 15.R M�OU�NTAIN RIDGE DRIVE - -W31 (CA)" - END W/OM4-3 MARKER NOTE: (STA. 10+00.00 TO STA. 23+00.00) 9151 "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 942 "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA DRIVEWAY "W1-6" - SINGLE ARROW CODES. STREET IMPROVEMENT AND STRIPING PLANS 7. MARDAL AVENUE (STA. 23+00.00 TO STA. 26+85.70) 6696 AND STREET CROSS SECTION$ 34020 PETERBORO AVENUE AND VESSEL WAY 4016 2400 1589 1589 795 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 .Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S-29. 2267 EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S-40. 1046 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. -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. ST -14 R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 7741 "R1-1" - STOP "W3-1" - STOP AHEAD 681 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE 6" CURB AND GUTTER "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 6772 "R26(CA)" - NO PARKING "S4-3" - SCHOOL 3563 "133-5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 3637 "R4-7" - KEEP RIGHT 22976 "R81 (CA)- - BIKE LANE SQFT -W31 (CA)" - END W/OM4-3 MARKER NOTE: 14469 "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 9151 "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 942 "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA DRIVEWAY "W1-6" - SINGLE ARROW CODES. 8316 "W1-1" - CURVE ARROW 5724 "W3-3" - SIGNAL AHEAD PACHECO ROAD GOS D 23k25 AIRVIEW ROAD 19 20 21 22 T3OS R2 4 19 0 0 30 29 28 0¢ 27 Q Q 26 M�CHEN ROAD io � HOSKING 31 0 33 = 34 35 36 31 cn McKEE ROAD GREENFIELD T , T Q H WY. PUMPIIN w )94 CENTER1 /�> 5 U 1[6 6 PROJECT CURNOW Q af 2 o Sf rEo 0 0 9 w 1:1 F1 8 � 10 p 11 12 7 T31S R27E 0 U Lj`­_ I: 1 17 16 15 14 13 18 VICINITY MAP. NO SCALE 1 1 CT nE- A A A TCG I A I C L.I %.., I V I IYI !% I 1_I %I / L.v ITEM UNIT UNIT 1 O N S UNIT 2 I T E 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 6772 5324 3563 3509 3637 171 22976 SIDEWALK SQFT 20092 14469 9179 9151 9107 942 62940 DRIVEWAY SQFT 8316 7776 5724 5508 6696 - 34020 HANDICAP RAMPS SQFT 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 - - I I - - - 2 MONUMENT ENCASEMENTS EA 12 13 4 5 4 - 38 LOCAL STREET LF 3415 2987 1976 1964 1945 1 - 41442 ARTERIAL STREET Q I LF 1000 1 - - 171 1 1171 aM RE IOAS 7•!Z -1'l VANT E L V -4.E. t"460g .� x -- D 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 Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. Q SEWER CLEANOUT - REFER TO SEWER &STORM DRAIN PLANS. �•••m UNIT BOUNDARY == UNIT LINE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT �T .3 15 ]A6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �1 CURVE NUMBER FOR CURVE DESCRIP11ON #� ITEM OF WORK - SEE SCHEDULE SECTION DESIGNA11ON: ul SEC110N LETTER 2 SHEET WHERE SEC11ON IS SHOWN ENGINEER"7-s-l-STATEM ENT 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, DARDP AND DESIG ITERIA SHALL BE CORK DURIN CONS RU ION 3� 23--7 APPROVED BY: ROGER A. 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C-� - C� - (n N N� - - cn �N vl - � - - C� to N� C� N NLnZO to C:� N N N� Nff ..111_ L .1111 C� c_ S7q )FRSE �\S60 9x8 qY / - - _ -- -- -- _4-- - -- _ - - -- -- J I-4 Ili 027 ' 28Q N IN > '- 1~ v7 N rq 'ox cno sT ,9- '�s 19x Op N '7 S F `.4 2 1 90310 601g C� '`619��/,'g0 /� S89'04'33"E _ 11 +00 - - - � 0 - - 13+00 - - 14+00 - - 15+00 S89'04'33"E 1 17+00 2 18+00 p 19+00 20+00 un 0 s } s _i_ _ 462.64' -� - - - 16+0�-1- - - I- - - M 470.00' S89'04'33"E 21+00 ' AggRT 0 8" SEWER 2 s 1 s -_ s s 8" SEWER s -� s-� S i- - }- - s "- I - - s - -+ - - S - -+- - 3 vOp �. 4 I 3 _ n�� �v� � 2 (1 ? 1 �I'9 8 SEWER ,; W I O II J J J o w 1� co I(o Inti a OiN N 61 (p 3 I+ I+ W 2 zI j �_ fQ 60 IQ 5' rn rn _ _ IN -7 I + 20' � Lo O - - --� _ 30'30 -1 .- 6 2 I I PACKWOOD DRIVE w N N SEE SHEET 12 356 354 352 350 348 346 344 342 340 -- CURVE TABLE I CURVE RADIUS J c9 I� J coI� J J co J I`t IN ± 459 IQ co 58o Q '� 3 co °O + w �" r;- Q 57 IN + �� 56 I Q-10 Ln 'F.- C�i V) N I to lcn I -- CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 35.00' 13.70' 6.94' 22.25'35" 3 35.00' 53.62' 33.67' 87'46'35" 4 84.00' 194.44' 191.49' 132'37'46" -- � :� I I 3 J w r- 3 L'.• 3 N I� 1� F: O .J Cr) `f O to I (" 52 o x li LZ 8 I N t } (y N in S c� c d O } '� } N Id CID+ n 3 N z N FQ- �, N IQ F- 3 M +Y + > ^w J_j I 3 Ib� IN 1 3 �� > + P � m"`` ' --- @ 154d' tY o -ulw ('o" I Iq to I� 0 , add �� � �ll�l o d In IN tnQ I - ,;t I In O1 NN ( Z TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. pp IN c°3 5 5 �� I .- .- 20 ' 20' o+o Ico 1 u+il+n 529.42' 1 -I 30' 3014- ' > o+ -1 .- ca F- F- N tN HALLET LANE I w F- F -- N N SEE SHEET 3 BOGART DRIVE (STA. 10+00.00 TO 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTES: I I o J w r- J L'.• 3 N I� 1� a NI^ Imo► O Q53 (" 52 o M QQj p �" cn IN l c� c ILQ- IN BOGART DRIVE (STA. 10+00.00 TO 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTES: I I o J w T i11 J L� � iu_ + Q 45 co IN } (o } X29 '� 30 V �" 31 .- O W D IN IN } � > N 00 I+ N N FQ- �, N IQ F- � o, N IN w 3 Ib� IN V.. I J RIGHT-OF-WAY G. B. GRADE BREAK � N N 50 --- @ Z tY - SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - Iq to I� 0 , add -- -o- Ice BOGART DRIVE (STA. 10+00.00 TO 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SEE SHEET 3 IN I J J A ti LL NOTES: I I o 1 I'q 100 w ICA } Q � iu_ + Q 45 co IN lu- 3 rn o Q 43 } X29 '� 30 c3l cn �" 31 + Li N > "3 N IN IN } � > 7u- 00 I+ N "Wt -6" - SINGLE ARROW CODES. u 3 ~ d v~i N o 3 Ib� 1a I L~n V.. I J RIGHT-OF-WAY G. B. GRADE BREAK -- w --- @ Z tY - SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - Iq to I� DENSITY PER C.O.B. STD. ST -9. -- -o- Ice - ,;t - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 3 cp N -- Z TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. N Q p MANHOLES TO FINISHED GRADE. �- -_ u M Sj Ld if -- d Q a �ti Q._ t +o + 'nvwi I+ °' � uj m N a Nz _ _ --=-r--�_ - - 45.68 _ - o+o Ico �' 0+0 1� I 529.42' o0 I �� > o+ -- - s OPAINT U W I I I U ti cy o Icy - _ LQ - F ' cn w EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK - --- co (o -- AS DIRECTED BY THE ENGINEER. - N IN Ln rnrn REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. I ^^ N IN c� n 47 � � I 5'"t-� 20 I + + 46 - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 30'1 .4 20' 30 -a ci a a - 1 - m in ty EXETER -- I STREET w N `d Y . - APPROXIMATE GR DE ® - -- - - - SEE SHEET 3 IN I J J A ti LL NOTES: I N Ts 1 I'q 100 w ICA } Q � iu_ + Q 45 co IN lu- 3 rn o Q 43 } X29 '� 30 c3l cn �" 31 + Li N > "3 N IN IN } � > + N 00 I+ N "Wt -6" - SINGLE ARROW CODES. Id o V 1 o, d v~i IQ o d n 1a I L~n V.. I J RIGHT-OF-WAY G. B. GRADE BREAK -- IN --- @ ® -- W _ _ -- o -o �- o- Q o cn v'_ - - - - - - SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - DENSITY PER C.O.B. STD. ST -9. -- -o- 3. - - D - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 PER C.O.B. STD. S-12, -- Ot TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 1p Lu C LU - N o -_ - - 3 ELEV. cv J cNy.-LJil N iA 1-1-- r- "- In a`- In t ----r-=�= -- MANHOLES TO FINISHED GRADE. �- -_ u M Sj Ld if -- d Q a �ti Q._ t +o + 'nvwi I+ °' � uj m N a Nz _ _ --=-r--�_ - - 45.68 _ - 2 2+ 00 529.42' -1� - 231 N F-- uj -- - s OPAINT CALTRANS STANDARD SPECIFICATION 8010-21C-19. uj SEWER ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 - _ _ _ A ' cn w 356 354 352 350 348 346 344 342 340 10+00 11+00 12+00 13+00 14+00 15+00 lt$+uu I i-tvv Io-rvv 17 TVA - -- -- -- W J LI: M �~ w C3 w O N W N 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 l o+uv I ytvv LVTvv NOTES: LEGEND: N Ts (' I'q 100 _j 7--.7T--- } Q " Loi } Q � LL_ I"R to + Q 45 co IN 3 + 44o Q I" 3 rn o Q 43 I" 42 "R4-7" - KEEP RIGHT IN I c� c~n I~' 1�' I c3l cn Icn IN I 356 354 352 350 348 346 344 342 340 10+00 11+00 12+00 13+00 14+00 15+00 lt$+uu I i-tvv Io-rvv 17 TVA - -- -- -- W J LI: M �~ w C3 w O N W N 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 l o+uv I ytvv LVTvv NOTES: LEGEND: N Ts ABBREVIATIONS IR F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE Li C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE I" Q co IN "R4-7" - KEEP RIGHT +w+ QOQ41 r7 IN 40 I INV) I V) "' (� IN I BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 356 354 352 350 348 346 344 342 340 10+00 11+00 12+00 13+00 14+00 15+00 lt$+uu I i-tvv Io-rvv 17 TVA - -- -- -- W J LI: M �~ w C3 w O N W N 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 l o+uv I ytvv LVTvv NOTES: LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ts ABBREVIATIONS IR F. L. FLOWLINE 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 ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSEC11ON 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 UNITS STANDARD PLAN RSP A88A CASE A. E.C. END CURVE P.C.C. TOP OF CURB "Wt -6" - SINGLE ARROW CODES. 5Q' VERT. CURVE zo "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 -- -- --- @ ® -- W _ _ -- o -o �- o- Q o cn v'_ - - - - - - SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - DENSITY PER C.O.B. STD. ST -9. -- -o- 3. - - D - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 PER C.O.B. STD. S-12, -- Ot TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 1p Lu C LU - N o -_ - - 3 ELEV. cv J cNy.-LJil N iA 1-1-- r- "- In a`- In t ----r-=�= -- MANHOLES TO FINISHED GRADE. �- -_ u M Sj Ld if -- d Q a �ti Q._ t +o + 'nvwi I+ °' � uj m N a Nz _ _ --=-r--�_ - - 45.68 _ - REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 12" LIMIT LINE USING THERMOPLASTIC PAINT PER -- - OPAINT CALTRANS STANDARD SPECIFICATION 8010-21C-19. - -I - -I ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 - _ _ _ A EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK - --- 2 -- AS DIRECTED BY THE ENGINEER. - SI IFFY WHERE SECTION IS SHOWN 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 OD PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER ti n (n CALTRANS STANDARD SPECIFICATION 8010-21C-19. N o - INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE - --- - - --- -- I 0 `d Y - -- ---- -- - APPROXIMATE GR DE ® - -- - - - - EXISTING ENTERL --- NE _ -�-- PROPOSED._NORTH _-_ - ---- `- -- _ FLOWLI IE - ---- _ -- S= .2791; _ ---- -- -- ----- _ - --- - -_ _ _ HI_G STA. -----T TOINTF 17+30. elf - --- - - - 1 -- --- - - - �. � -- ---- - - _ - -- -I-- - APPRO GRADE - - r s D NOR�FLO IMATE XISTIN 0 CENTERLINE - - _ -o-2%. -- - INE __ - - -- { I --- - _ -- - - -- _ S _ =0.25 -�- -- POINT LOW P STA. 19+38.3 ELEV. -- - - - - - - -- - '--^SEE - - - - - _ S=O. 5% SH ET - - --- - -- PROPO t --- 356 354 352 350 348 346 344 342 340 10+00 11+00 12+00 13+00 14+00 15+00 lt$+uu I i-tvv Io-rvv 17 TVA - -- -- -- W J LI: M �~ w C3 w O N W N 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 l o+uv I ytvv LVTvv LEGEND: (CONT NOTES: LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ts ABBREVIATIONS IR F. L. FLOWLINE 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 ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSEC11ON 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 UNITS STANDARD PLAN RSP A88A CASE A. E.C. END CURVE P.C.C. TOP OF CURB "Wt -6" - SINGLE ARROW CODES. P.I.V. C. POINT OF INTERSEC11ON T.P. TOP OF PAVEMENT zo "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 Di CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ ® EXISTING SURVEY MONUMENT -+- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + DENSITY PER C.O.B. STD. ST -9. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- 3. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. - D x FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 PER C.O.B. STD. S-12, CURVE NUMBER FOR CURVE DESCRIPTION Ot TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. TAPER NUMBER FOR TAPER DESCRIPTION ® MANHOLES TO FINISHED GRADE. ITEM OF WORK - SEE SCHEDULE LEGEND: (CONT NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ts "Rt -1" - STOP "W3-1" - STOP AHEAD IR "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE lc "R5-1" - DO NOT ENTER "S4-2" -WHEN CHILDREN ARE PRESENT Tai 5 Tge "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 "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 Sk "W14-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY UNITS STANDARD PLAN RSP A88A CASE A. "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA O.G. TO BE COMPACTED "Wt -6" - SINGLE ARROW CODES. �tU1► "Wt -1" - CURVE ARROW zo "W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 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. �.. �■ . - - w o TRACT BOUNDARY •.•.�••■•�®mmm-� UNIT BOUNDARY LEGEND: (CONT.) NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT lc FURNISH & INSTALL INTERCONNECT CONDUIT Tai 5 Tge FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PROPOSED CURB AND GUTTER LINE - - - - - - - - RIGHT-OF-WAY & LOT LINES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) Sk CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED CALTRANS TYPE I ARROW �tU1► AS APPLICABLE, TO BE PAINTED zo NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. GUTTER LIP TO A DEPTH OF 12". ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. I L+- M CD C3w CD N w H In w Z a INTI` CONSTRUCTION NOTES: NOTES: r. O L_. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 C) PLANS AND DETAILS. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. MOUNTAIN RIDGE ROAD PAVEMENT TO BE 0.30' - TYPE "B" A.C. OVER HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED OCONSTRUCT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. zo PER C.O.B. STD. ST -9. O4 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 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 x 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. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION DESIGNATION: w OPAINT CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION LETTER ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 - _ _ _ A EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 ORELOCATE AS DIRECTED BY THE ENGINEER. U SI IFFY WHERE SECTION IS SHOWN 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 OD PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER ti n (n CALTRANS STANDARD SPECIFICATION 8010-21C-19. N o INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. O M �Q� 0af0-0 z Lo I Q J W CJ 000 ,r w co 0 N � W Q i 4]LLj J N r. O L_. ® I C) z M N 0 zo O N Y x T > U w w ti m W U U V~ ti n (n N o 0 m 0 `d Y U elf w r- cN < N O 0 W cm V r. O L_. ® I C) co M N 0 + x T v ti m W Z U ti n N o 0 `d Y W cm V L_. 1 I I �11 UNIT 5 11 Lo J co C". I 31 I "3 2 A _jl LLitza / o oP N N IN c(o• (o n a o Q n M c0 co M M+ 3 ^7 y> ^�• O G• v �• w M + K') r+i r.+i Cj N NIN� > C14> N N N Ncr� N lei. o IF¢- C-5ta- a c~n 0 N x 1N- M 2 ����SPti L N 1 -U-) o o I 1 c, �p 42 F L• 0 00 S89'04'33"E 24+00 - 529.42_ S � W 1 M 2 S 8' SEWER N�P,25k� 98 z S :3 1 3 - - - -1- - 2 � w�' 36 -j Q Ilo� N N 1, 7n I t° f Q 00 I,,� of 10 N coy + N_t "' T a rn _ Z 5' 1 Lu + I 3 WW SJ a o Q o LU I I co 40 �N 39 jN 38 I 30 f- 30' NN PETERBORO AVENUE d ;s m N in SEE SHEET 7 BOGART DRIVE (STA. 23+00.00 TO 24+62.06) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 37 I 1 din' VFRT rIIRVF UNIT a ESMER ELDAE I AVENUE I 29 30 ----� ---- - - STA. 10+00.00 C.L., HALLET LN.= -} STA. 12+31.95 C.L., ESMERALDA AVE. 31 I I 32 M (cq Q M LLJ W N Lt_ wQ� W N POINT w z y:3 V a 23+00 24+00 m CURVE TABLE LEGEND: CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 13.70' 6.94' 22'25'35" 2 35.00' 54.98' 35.00' 90'00'00' 3 84.00' 197.70' 202.06' 134'51'11" 4 20.00' 31.42' 20.00' 90'00'00" M (cq Q M LLJ W N Lt_ wQ� W N POINT w z y:3 V a 23+00 24+00 m 354 LEGEND: 352 w � M J v) 0- Q LJ ABBREVIATIONS 350 F.L. -- ,copes �"�---carp',-- - -WiZ W 0 X -- CENTERLINE B.V.C. BEGIN VERTICAL CURVE 344 ---- c0 340 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION SEE SHEET 2 jo END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES - BEGIN CURVE PCC POINT OF COMPOUND CURVATURE r E. C. END CURVE P.C.C. TOP OF CURB - SINGLE ARROW CODES. N _ oo "W3-3" - SIGNAL AHEAD O] STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. GRADE BREAK - ST 24+64 64 ELEV 07 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. 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. -�- V) SHE f FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - _ -- PROPOSED �- SOUTH FLOWLII�kE 347.05 - PPROX CURVE NUMBER FOR CURVE DESCRIPTION O1 I TAPER NUMBER FOR TAPER DESCRIPTION ® 5' - N- --- + �Q Pre INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY o -- r CALTRANS TYPE IV ARROW, LEFT OR RIGHT L1J OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. M (cq Q M LLJ W N Lt_ wQ� W N POINT w z y:3 V a 23+00 24+00 m .J N LL: wC3 68 W M W N N Lu z J a 23+00 24+00 354 LEGEND: 352 352 ABBREVIATIONS 350 F.L. -- -- XIS W �--- � w ;d• � CENTERLINE B.V.C. BEGIN VERTICAL CURVE 344 ELEV. c0 340 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION SEE SHEET 2 jo END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES c.7 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE r E. C. END CURVE P.C.C. TOP OF CURB - SINGLE ARROW CODES. N POINT OF INTERSECTION T.P. TOP OF PAVEMENT oo "W3-3" - SIGNAL AHEAD O] STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G.B. GRADE BREAK O a FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. 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. -�- N FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - GUTTER LIP TO A DEPTH OF 12". PROPOSED �- SOUTH FLOWLII�kE FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 PPROX CURVE NUMBER FOR CURVE DESCRIPTION O1 W TAPER NUMBER FOR TAPER DESCRIPTION ® 5' ITEM OF WORK - SEE SCHEDULE N- --- .J N LL: wC3 68 W M W N N Lu z J a 23+00 24+00 25+00 356 354 352 350 348 346 344 342 340 ESMERALDA AVENUE SEE SHEET 4 L' 356 354 LEGEND: 352 352 ABBREVIATIONS 350 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. END VERTICAL CURVE 340 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION SEE SHEET 2 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 O E. C. END CURVE P.C.C. TOP OF CURB - SINGLE ARROW CODES. P.I.V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT oo "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 O 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 ® EXISTING SURVEY MONUMENT -+ - SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -�- N FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - GUTTER LIP TO A DEPTH OF 12". FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. �- -'-- -- ---RIGHT-OF-WAY FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 PPROX CURVE NUMBER FOR CURVE DESCRIPTION O1 W TAPER NUMBER FOR TAPER DESCRIPTION ® 5' ITEM OF WORK - SEE SCHEDULE 25+00 356 354 352 350 348 346 344 342 340 ESMERALDA AVENUE SEE SHEET 4 L' 356 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 26+00 354 352 350 348 346 344 342 340 338 LEGEND: (CONT.) a R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: UN�T 5 "Rt -1' - STOP "W3-1' - STOP AHEAD ESMERALDA AVENUE "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE 346 "R5 -i" - DO NOT ENTER "S4-2' -WHEN CHILDREN ARE PRESENT 344 "R26(CA)' - NO PARKING "S4-3" - SCHOOL 342 "R3 -5R' - RIGHT TURN ONLY "R2-1' - SPEED LJMIT 20 0 "R4-7" - KEEP RIGHT - . "R81(CA)" - BIKE LANE SEE SHEET 2 "W31(CA)' - END W/OM4-3 MARKER NOTE: 2• "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 'c "W14-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY O Wt -7' -DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6' o - SINGLE ARROW CODES. i "W1-1" - CURVE ARROW oo "W3-3" - SIGNAL AHEAD - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS lilr 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. w � m w - TRACT BOUNDARY .. m m " m v UNIT BOUNDARY I UN�T 5 J BOGART E DRIVE SEE 12 I I 13 1 1 _ _ 14 I I •- • • .• N -L, FIALLG 1 UV.= _STA. 14+62.64 C.L., BOGART DR. I I 1 15 16 U QQ BOGART DRIVE m Ln vv) SEE SHEET 2 HALLET LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL In IN 10+00 w 11+00 12+00 m a 352 352 UN�T 5 350 ESMERALDA AVENUE 348 346 346 344 II BOGART DRIVE 342 SEE SHEET 4 0 M Lo - . 338 SEE SHEET 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2• - 'c t>L; O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL o w i _ oo UNITS STANDARD PLAN RSP A88A CASE A. �---. p,s- M 2 L20' 1 20'Y PER C.O.B. STD. ST -9. o w N ® C) 1 c - N M - GUTTER LIP TO A DEPTH OF 12". -----_J a-- -'-- -- ---RIGHT-OF-WAY I � m ULL PPROX MATE E ISTING m N _ W d m 5' 3. N- --- + �Q Pre INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY o -- r CALTRANS TYPE IV ARROW, LEFT OR RIGHT L1J 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. O - I 3 •,,,.� I f m � � OPOSE EAST LOWLIN z N 0 0 U AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. wj w w APPROX MATE EXISTING - ca �- __ W (co N GRADE CENT RLINE ® CEN RLINE -» 0o ao �ca w W PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4 F- N •- •- I I M ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. I - - - Z -- - -- U 0315!_ a a Q tY " 00 _ 12 5=0.2b� 5=1.190 loll 41 S=0_519'P A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE S=O:51% 4 4 - S=0.25% - S=0.51 0 P OPOSED EAST F OWLINE �3 wLu wW 2 JwW vi ui a a a OPOSE WEST'FLOWLIN ---aW } STA. 10+00.00 C.L., EXETER ST.=ooN M M _ml+ > > J J W W --- w w w J W W q a Q - axe >i�--- Lu Wt� 2 1 o M 4 - as ' i NOO'55'27"E - ml± - 2 12+-0 1 I --- I -- D 18" DRAIN ---1 6 D_o o N -040.00'. D -- -- 10+00 w 11+00 12+00 m 10+00 11+00 12+00 354 352 350 348 346 344 342 340 338 UNIT a 352 352 UN�T 5 350 ESMERALDA AVENUE 348 346 346 344 II BOGART DRIVE 342 SEE SHEET 4 0 340 - . 338 SEE SHEET 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2• - 'c 30' O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL o w i FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT oo UNITS STANDARD PLAN RSP A88A CASE A. �---. p,s- M 2 L20' 1 20'Y PER C.O.B. STD. ST -9. I N ® J 1� 2. c - N M 20 20' GUTTER LIP TO A DEPTH OF 12". -----_J - 5' -'-- -- ---RIGHT-OF-WAY I � m ULL PPROX MATE E ISTING m N _ W d m 5' 3. N- --- Pre INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY o -- r 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. O - I 3 •,,,.� I � f m � � OPOSE EAST LOWLIN z N 0 0 AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. NOTE: w CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 APPROXIMATE XISTING m mo. w i� �- N GRADE ® CEN RLINE -» 0o RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK �ca w W PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. F- N •- •- I I M ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. I - - - Z -- - -- U 0315!_ a a Q tY " 00 12 5=0.2b� 5=1.190 loll 41 S=0_519'P A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE N 4 4 O -- 00 0 c`t to P OPOSED EAST F OWLINE �3 wLu wW 2 JwW a a a � ---aW STA. 10+00.00 C.L., EXETER ST.=ooN I 4 _ml+ I STA. 17+01.95 C.L., ESMERALDA AVE. I 10+00 11+00 12+00 354 352 350 348 346 344 342 340 338 UNIT a 352 352 UN�T 5 350 ESMERALDA AVENUE 348 346 346 344 II BOGART DRIVE 342 SEE SHEET 4 0 340 338 338 SEE SHEET 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2• ' 'c 30' O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL o -- i FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT oo UNITS STANDARD PLAN RSP A88A CASE A. 30' 30' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE L20' 1 20'Y PER C.O.B. STD. ST -9. I N ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER N M 20 20' GUTTER LIP TO A DEPTH OF 12". -----_J - 5' -'-- -- ---RIGHT-OF-WAY I � m ULL PPROX MATE E ISTING m N _ W d m 5' 3. GRADE CENT��jjRLINE II INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY o PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT S= 51% -lop 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. r� - I 3 •,,,.� I � f m � � OPOSE EAST LOWLIN z N 0 0 AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. NOTE: oo CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SECTION LETTER + + + -» > RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK CC 2 W PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. F- N •- •- I I M ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. I REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. Z Z U NN a a Q tY " 00 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 41 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE N 0] NN O �3 INTERSECTION STA. 10+00.00 C.L., EXETER ST.=ooN I 4 I STA. 17+01.95 C.L., ESMERALDA AVE. I 1 1 o M 4 i NOO'55'27"E - 11+00 - --+ - - 2 12+-0 1 I --- I -- D 18" DRAIN ---1 6 D_o o N -040.00'. D -- -- 4 M 4 1 q INTERSECTON I STA. 12+40.00 C.L., EXETER ST.= Q `n� 3 STA. 19+32.64 Cl., BOGART DR. I 3 ,'_' 11 �, I I '- --1 ce3 9031 0 i 3 1 N 12 00 ci a J J rn N c51� I I co 00 z 5' I 20' 20' + 0 S 20' 20' I 30' o Co c c+v 30' _ 30' ESMERALDA AVENUEw N N U 1 QQ BOGART DRIVE SEE SHEET 4 co N cn SEE SHEET 2 354 352 350 348 346 344 342 340 338 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 EXETER STREET (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+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 LEGEND: (CONT) - > NOTES: - - - - - - - - - - - r O1 +--�-� M SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT - 70 7- to FURNISH & INSTALL IRRIGATION CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2• MOUNTAIN RIDGE ROAD - 'c o O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL j -- a- - - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. -- PER C.O.B. STD. ST -9. I 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 O5 PPROX MATE E ISTING m N _ W CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS m w N 3. GRADE CENT��jjRLINE II 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 S= 51% -lop 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. r� = m � � OPOSE EAST LOWLIN PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER � � � _ AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SECTION LETTER SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT W W -» > RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 W PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. www REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. zlo � PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER a a 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 IS TO GO FROM FLOWLINE TO FLOWLINE. 10+00 11+00 12+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 LEGEND: (CONT) CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 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 PLANS AND DETAILS. IR FURNISH & INSTALL IRRIGATION CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2• MOUNTAIN RIDGE ROAD - 'c 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' COMPACTED r83 'Il Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 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 O5 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. 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. r� 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. NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SECTION LETTER 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 WHERE SECTION IS SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 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 IS TO GO FROM FLOWLINE TO FLOWLINE. II HALLET LANE n U, tO o o SEE SHEET 3 `rqy y� \� I `� I o N 30' -•1 30 J �1cn n ,� J N I I 20' 20' � -,I Ln v o22 i -i I� v� I 1 I ti 6 � 000��� 23g� ��� N� 21-1L20� '► A �, d t o w ol + , + 3 + 7n l 24 ����9 ��� av}¢i Icv�►Q- o aIQ o am NN SI `\ S� O \-�o? N� 3 I ST �Ap391 Ig q y i 1 2 1 2 1 1 u �iJ' YQ U W II Q �= O a o < a ~�J N W F O a@0 i Lu aI Q N Mw> J J I ULi ( I _j� Z ��>J ori rn J I� ILL: � � J v d l� z cats �w JI 19 ^^ �, �,18 17 ,�16 Mora oto + + o� ILO � U c0 I� m c0 cp -� lf'� cp >- Ic0 >- n " c0 co c0 li ,�.�� O� ' da w II; 3 + IM+ + I� +� N + �QW3 GI, w tntn I� I� I- > �? ¢al�v aQ O Fa- FQ- O 1a- Fa-- O Q IQ D QCT NN Q NNZOp 3 0 � C,4 V) chi v ( 15 _ qp / S89'04'33"E 1+00231.95' 12+00 V-18" DF _ -� - _ _ 589'04 33" E 13+00 -I - _ 14+00 244.42' 15+0 s 8SEWER s s �- -F s- - T 25 4 1 2 " - Lu ivl 3 i N - - -_ -- 11 ----_�---� O J _j J +- o II � L- li LL LJ II J Q J J J J 3 a I z M I M loo ao 00 ~ �'- �` I oo ra ^ IM r r7 IM loo ¢ Jz au N r7 1 loo 00 0o p I 26 , N I 5' 1 0 � ° C3 LL < IQ C 20' ! 2o' � � 30' + + BEEVES STREET SEE SHEET 5 Q a W NN 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 + i ' 3 ^> 28 IV)29 �, i I+ >- op 'r7 J n I6 M - 0 1aO ,"� IM Q n IM.- r7 o 1 Z :nI Q + w+ N N p_w W + 3+ 22'25'35" 3 Q 3 o 55.08' 35.10' O 4 I+ -j N a a _> T IN > .- IM > M > O I Z U Na 'N a ��I� W= of o i� x 32 ,Q 33 Q a o Q Qui 1 00 '- ++ Y w rn rn Itn v (N c� v> IN c� �, It i FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. ci i, 5 •-^ Q Q Q 30 m ++I Lo C> CD C> 31 I _dd nti I wt~iltnt~ixizolQ 34 MM• 20' 20' - a W N^ P $ ..__ _ S=0.;25% ! SEE- SH - � €T PROPOSED - I o M M , o 30 30 > elf NN + NO 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 © AN110CH LANE - C7 '-'- AS APPLICABLE, TO BE PAINTED AS -- -- cOc° t° w> w J ww4 - --- SEE SHEET 5 O z z ad - --PROPOSE NORTH FLOWL NE 6 da SECTION LETTER C� NN -- w w w J w w w J - m NN UNVT 5 I IJ CURVE TABLE 14 '`` CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90100'00" 2 35.00' 13.70' 6.94' 22'25'35" 3 35.00' 55.08' 35.10' 90'09'45" 4 84.00' 197.94' 202.87' 135'00'55" UNVT 5 ILI --D 16+00 18" DRAIN 17+ X4'3 i"t _ D _ s 8' SEWER s s - J IJ Imo.: 9 0 Ito D 4- _j S89'04'33"E 18+00s I IJ -- -- 14 '`` IJ SEE SHEET 7 I� SEE SHEET 3 + Iu10) o+i u� 7 o I� 30' 30' J ILI --D 16+00 18" DRAIN 17+ X4'3 i"t _ D _ s 8' SEWER s s - J IJ Imo.: 9 0 Ito D 4- _j S89'04'33"E 18+00s EXETER STREET -- -- I IJ SEE SHEET 7 I� SEE SHEET 3 4 $ 1 1 0 7 IL N 30' 30' J N oo' IM r a �, -3 -S + W .J J O J Q o rn Irn 0 L,: obi, rn I 5' W m I W cS � z rn a0i. Q c3. -Lu 1� oo w� I� � `` 10 N I I�++m rn I^ O�1 Qui iN ++ I N Lo � of d4u: 0 FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. of o COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND •-^ Q Q Q ��W,^ w �' > - w, > _dd nti zl 00 wt~iltnt~ixizolQ - of o - a SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEERalms M- �, M W co go 00 cD ,Q I I 'n I u a cv a W m 5=-0..51-1y. 51%.l - °' � � � ..__ _ S=0.;25% ! SEE- SH - � €T PROPOSED - =0 25 NOR FLO INE - - o ILI --D 16+00 18" DRAIN 17+ X4'3 i"t _ D _ s 8' SEWER s s - J IJ Imo.: 9 0 Ito D 4- _j S89'04'33"E 18+00s IJ PETERBORO AVENUE -- -- I IJ SEE SHEET 7 I� i 4 8 3 7 IL I 20' 20' 6 M IM Lo IM r a �, Lo I� + r Q 3 1::i: i Io+o Q o rn Irn a + lo+i Q 3 + + I, N I'- �' rn I^ > o CN iN 3 Df � of cy- 0 FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. I 1 1 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND O +'n - 00-` a�- ui L 00 taLt�oJ iLplp�J W + + N C,4 c�- cq uj + `� O IJ PETERBORO AVENUE -- -- I Q SEE SHEET 7 I� F. L. 4 t�. 3 I I 5!D' VERT. Lo CD I 20' 20' � M CJ (i � I N rn o+ to r a �, o + + r Q 3 p + N IN > _ �, I.- IN '� NV Fa fa- N N- o < cn N ¢m i :n to p I - - 3 Z 3 o PETERBORO AVENUE -- -- - Q SEE SHEET 7 0 F. L. N I 30' 30' J o N I I 5!D' VERT. J J I 20' 20' � "' -''T- _ w _ > W J + I Of . U ci Q- i �'' - -. - _ J w w J �' w it CJ (i � I CU li Z •• + J � ^ � -- Q �� F - N z MM I I t?�2 - - rnrn I wl �� - - - - EXISTING GRADE ®CENTERLINE - NN I NI I NN "W3-3' - SIGNAL AHEAD Q w - Im I � V CU Q - w �- - I �- - --0.25 > > _) zi w w 4 9 i t :pn RIGHT-OF-WAY G. B. GRADE BREAK :n to p I 41 V) V) - 3 Z 3 � >J iA �a��ti"� + ! in FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. 0 FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. I 1 1 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND O +'n 19+00 UJ 20+00 �� ''l �_ _ _ 21+0} 0 - - 529.42' 22+00 S89 04'33"E -4-_23 N w s 8" SEWER -s- SINV - S- _- J Q is 2 8" SEWER s V) w -- -- J �� Q Q�� �Q LL MIM M IM M ( rl-oo Q loo w oo w oo �` `` �` i'- `` �- ``7., a 1,_ co i,_ r I > 9 N M > M tM M IM MIM oma° IorR MIM M too N n I� u� I`° > o I� > �`' w c� + 3 + Lz I+ 3 + icO 3 + I� 'cv 3 `�° IM .--- fY x ^ > > � o+o > + + W + + 3 10 I� 36 IIQ- 37� Ia wW Q a IQ I^ o - I^ I.- � 41- (3 u: IN N IN N n JJtN 39 I� N40 IFQ 41 ►� 42 ila- 43� ¢ Q 444 IQ I o 35 I I I 38 rnSI cn IN ,cn n IN c� n IN c� c i �N c� ~i��N 45cli N iN I ooh I i I I i I + I cc w to to z En U) ESMERALDA AVENUE (STA. 10+00.00 TO 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL J w C5 V- TLJ: J � J > II -j L.. li . Q Q li 1.... V- li L� Q �- } coCIO IM r co Q o IM S co ,M co ' + 3 �c '� a m o a I,. a O I+ W + + W + W� + N W + + �' + "4 6 N � " IN x " WIN " IN > N N ,N 47 ,F o Q w a Ln I� IQ Q 5 0 IN n IN a M M O n IN c� N 48666MaI m NN 49 ( 0 Mg Q NN �. ++ Q QQ 04 N N N N N I� IM - --- _ J V, -- -- - - M > - - o-- N w _ - - O F. L. M > - - �t-- _�04 -- u>i w� > - J -I Iv tY �`--_ - -u _ APP 4; = m ,,� GRAPE =r-(}-5} - "' _.�' "� df M I I 5!D' VERT. ;CURVE ELEV. � "' -''T- _ w _ > W J + I Of . U ci Q- i �'' - -. - _ J w w J �' w it > I I I 1 m � �i � Lu ,n Of + � F cn Z •• + J � ^ � -- Q �� F - N z - -- -- - - -- - - - - - -- - - - -- -- - - - __- - - - - EXISTING GRADE ®CENTERLINE - �" - - S2 m IPPROXIMATE - - _ r?+- Q N "W3-3' - SIGNAL AHEAD Q w - Im I � V CU Q - w �- - I �- - --0.25 > > _) zi w w 4 9 i t - Y Mw M Z v)w J i , � o� �ri_- o + + _ �� a v>z o w�- - -- L0, POINT _ -- - -- RIGHT-OF-WAY G. B. GRADE BREAK - - w V -� _ _ > > _ w w SI -- - -. ao o, --- -- - -- OXIMATE EXISTL - ®C NTERLI E U m - S=-0.409; >J iA �a��ti"� + ! in FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ,- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -0- COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND -- - 00-` a�- ui L 00 taLt�oJ iLplp�J W + + N C,4 c�- cq uj + `� O --- -- _= - --- -- --- - a SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEERalms M- �, M W co go 00 cD ,Q I I 'n I u a cv a W m 5=-0..51-1y. 51%.l - °' � � � ..__ _ S=0.;25% ! SEE- SH - � €T PROPOSED - =0 25 NOR FLO INE - - -- 3. S;-o-51i> > PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N - 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. AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. - ►o - AS APPLICABLE, TO BE PAINTED AS -- -- cOc° t° w> w J ww4 - --- - - O -- - - --PROPOSE NORTH FLOWL NE > SECTION LETTER -- -- -- w w w J w w w J - S 14+7 .66 ELEV.343.89 - _-- _ _ - _ STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. AS DIRECTED BY THE ENGINEER. w ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. w 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER - - - - __- 4 - 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN - ---- -- - IS TO GO FROM FLOWLINE TO FLOWLINE. U-) - �- I ut vu I I +uU 11+uu 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 000 ui d' M w 23+00 i�Sa��l�J lliTiiZ�l�J LEGEND: (CONT., J V, 50' VERT. CURVE _ _ ---- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - ABBREVIATIONS O F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE _1 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 M - E.C.R. -- - - - d�- 00 M M 00 M WLu O m + + + r'-' U '- `� __-;� ci 8, C. -. - END CURVE P.C.C. TOP OF CURB _ rn POINT OF INTERSECTION T.P. TOP OF PAVEMENT O "W3-3' - SIGNAL AHEAD - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G. B. GRADE BREAK - -- - - EXISTING SURVEY MONUMENT - SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ,- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -0- COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND - - 00-` a�- ui L 00 taLt�oJ iLplp�J W + + N C,4 c�- cq uj + `� O -- I -- cp f� - Ot --- -- --- TAPER NUMBER FOR TAPER DESCRIPTION ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEERalms M- �, M W co go 00 cD ,Q I I 'n I u a cv a W m 5=-0..51-1y. 51%.l - °' � � � -- - - - -- 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS > PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N - 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. AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. - RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. AS APPLICABLE, TO BE PAINTED AS 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: SECTION LETTER NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 L q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT _ _ - _ STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 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. w 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER - - - --- - 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN - ---- -- - IS TO GO FROM FLOWLINE TO FLOWLINE. U-) - w it M - APPRO MATE E ISTING - - N - - - - - Lo %7� - A GRADE PROXI ® - ATE EXI CENTER TING INE - - _ - - i� N GRADE ®CEN RLINE 0.2790-1 _ 5==0,42%IT7 -- 1�5-- - N - � 1 n_L(Vn S= .73% _ HIGH ,POINT - -- HIGH POINT PROP SOUTH FLOM-IRE - _ _ ROPOS D SOU FLO INE STA. X22+32.0 ELEV. 45.85 � I STA. 12+26.71 ELEV. 44.80 „ . AAL-- i�Sa��l�J lliTiiZ�l�J LEGEND: (CONT., J V, LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - ABBREVIATIONS O F. L. FLOWLINE 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 ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7" - 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 8, C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E. C, END CURVE P.C.C. TOP OF CURB "Wt -6" - SINGLE ARROW CODES. P.I.V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT 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 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® ® EXISTING SURVEY MONUMENT -+- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -0- COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. - D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 GUTTER LIP TO A DEPTH OF 12". CURVE NUMBER FOR CURVE DESCRIPTION Ot --- -- --- TAPER NUMBER FOR TAPER DESCRIPTION ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEERalms ITEM OF WORK - SEE SCHEDULE i�Sa��l�J lliTiiZ�l�J LEGEND: (CONT., J V, Rt FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - "Rt -1" - STOP "W3-1" - STOP AHEAD O "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE 1. "R5-1" - DO NOT ENTER "S4-2' - WHEN CHILDREN ARE PRESENT rs "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT IR "R81(CA)" - BIKE LANE O "W31(CA)" - END W/OM4-3 MARKER NOTE: 2. "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "Wt -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "Wt -6" - SINGLE ARROW CODES. Ic "Wt -1' - CURVE ARROW 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. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. �' �■ r TRACT BOUNDARY UNIT BOUNDARY 1 b+uu 17+00 18+00 19+00 20+00 21+00 22+00 Imo: to OW $w M W Nw IQ- tn w Z Q 23+00 LEGEND: (CONT;) J V, CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT PLANS AND DETAILS. IR FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. MOUNTAIN RIDGE ROA- PAVEMENT TO BE 0.30D 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 TR3 r 5 rgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY (n z TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 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 UNE �4 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 ENGINEERalms COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS > PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N 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. AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. AS APPLICABLE, TO BE PAINTED AS 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: SECTION LETTER NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 L q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT _ _ - _ STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 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. w 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. a 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. 0 0 N z W W Z c� z W J U 0 z Ln V < 0 Z Q J � m J V, Ln z M m (n z O O !n w > U w� V) m 0 U w a D U-) w it M Q 0 N 0 UNIT I a J CU IC14 C14 z (0 u: LL: W • W Q '_ N �Q 00r_ nrl cnm 75 N_ �o o Q Q�j¢F¢ da�a_IN V~i 2 LnC6 d "' o 00 Z S89 04'33" _ 24+00 215_00' W SCD�► �0. \ G` ��P. 74 UM NM �- WF' N Q i� ' I Ip r a + �ii: > N 51FE Q � IN `� OR I'7 w -.t li W � + WN-- N W Z Z3 a 110) OI C Z r + ca + W + ('2 N > N ce �_ C/) U cn F-= N �d 10 O f N C Z 5' 73 v L': I L 2 --- ++ ARE ISLAND DRIVE N N SEE SHEET 13 (nV) (n V) ESMERALDA AVENUE (STA. 23+00.00 TO 24+46.38) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 23+00 M W w 24+00 53 I INTERSECTION 5 2 STA. 10+00.00 C.L., BEEVES ST.= STA. 12+40.00 C.L., MARDAL AVE. UN�T 3 UNIT d II II II EET MARDE sHAVE6NUE co / 30' I 30' I N N N ' 20' 20'20' _I ' 2 3 I 1 - 26 N 5' I c�� I J� oI� 25 7 �.-� J -"� J U L�. I J J V LL of I 5' � = Lr.. 1� u: Y u:L�: O O O � o a ++zaoO a rnLO Lf) Noo0F±- ++ I ��. �- 24" `9 \ OQ. NNm NNZW - rn 4 5�P' 1p1ti� 1� F z N0055'27"E 11+00� o r-� 1 240.00' 12+00 O�tiP Stix - S - - S - - -+-- - �� 23 v a� nen I N 5 r 51 F3,1 0 I _ � ' N 9032 § 3 O I N I °° 1 -� Z I 5' ci u 50 j' 5' �_ -- 1 20' _ 20 I 4 30' 30' I o 0 MARDAL AVENUE W N N SEE SHEET 6 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 25+00 E.C.R. 23+00 24+00 354 352 350 348 346 344 342 340 338 6 2 3 LEGEND: UN�T d ABBREVIATIONS MARDAL AVENUE F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE 2 C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 35.10' ELEV. ELEVATION E.V.C. END VERTICAL CURVE 84.00' B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 135'00'55' E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 31.47' B. C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE N 9 E. C. END CURVE P.C.C. TOP OF CURB U 2 7 P. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT Im 30' OF VERTICAL CURVE F.C. FINISH CONCRETE a z R/W RIGHT-OF-WAY G. B. GRADE BREAK 90 ca Z FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q � EXISTING SURVEY MONUMENT -+- I FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. +FURNISH m� & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- 1 FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. - D P.R.C. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. O cq O CURVE NUMBER FOR CURVE DESCRIP11ON Ot APPROXIMATE EX TAPER NUMBER FOR TAPER DESCRIPTION ® 1 17 ITEM OF WORK - SEE SCHEDULE 354 352 350 348 346 344 342 340 338 6 2 3 3 UN�T d 2 i MARDAL AVENUE TANGENT 11 F 2 II ESMERALDA AVENUE SEE SHEET 6 35.10' 0 3 84.00' 197.94' SEE SHEET 4 135'00'55' 4 30' 030' 31.47' 20.06' 90'09'45" N 9 - 31.36' U 2 7 8 w 90320 c Im 30' �i a z o M N 185.22' ca Z 126'20'09" 1 ( 22 � + w I W 20 m� --- J (3 u_ 1 I BE TYPE "A" WITH 3.5' OPENINGS P.R.C. z �� �_ _ cq O C3 APPROXIMATE EX 5' STA. 12+62.40, C.L. 87.27RT.= 1 17 W + - N 20' _ . (~ -- } 20' STA. 13+51.08, F.L. 28 0000 ± ± 3D' OPAINT 30' Lw V) - - -- APPR XIMATE EXISTING___a a rO325 d a ESMERALDA 5=051 AVENUE m VV) VV) SEE SHEET 4 {x00mNN .- Q -- jl� MATE E ISTING CENTERLINE - d -0� �Tl BEEVES STREET (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 46 -- I 45 INTERSECTION 44 I STA. 10+00.00 C.L., ANTIOCH LN.= STA. 17+15.70 C.L., MARDAL AVE. II _ r Hyl UNIT I 3 CURVE TABLE UN�T d RADIUS 35.00' MARDAL AVENUE TANGENT 11 F 2 II ESMERALDA AVENUE SEE SHEET 6 35.10' 0 3 84.00' 197.94' SEE SHEET 4 135'00'55' 4 30' 030' 31.47' 20.06' 90'09'45" N 9 20.00' 31.36' 3 3 o I 30' 30' �i 90'00'00" 20 20' 185.22' I 126'20'09" 0000 -- ® w N W 20 20' --- >� 5' - 5' BE TYPE "A" WITH 3.5' OPENINGS I SEE SHEET 4 �� �_ _ - C3 APPROXIMATE EX _j� I U� 1 O O 5 1 17 W + - N (i W N _ . (~ -- } RADE CENTS LINE cff " OPAINT CALTRANS STANDARD SPECIFICATION 8010-21C-19. Lw V) - - -- APPR XIMATE EXISTING___a a rO325 ��oZ 5=051 n +_ O _- 4 - _ {x00mNN .- Q -- PPROX GRADE L MATE E ISTING CENTERLINE - d -0� M -- W I _ ST FLO INE a af ir-__ r- I wN INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN V) I �- I} M rn a- V) W NN 10 1 N 34 m _ °° J -_- W W a r------- Q M - P OPOSE EAST LOWLIN V) V) NI IZ 1 3 �3 i >>> 3 > > tj 4 -fuj 16 PROPOSED WET FLO INE '_j -- W W LJ IJ Uj W - M Lw - 0 6 I Z 1 2 6 -� f. 9 - 1 SCD a . N00'S5'27"E 11+00 `V - 240.00' 12-+� 00- _ „ C 18" DRAIN a o , I INTERSECTION II Rt, -- 4-- -- 43IxN 3II a In M M I N Sa o --- I 00 N 11 I00 Z v� 20' _ 20' I ++ 30' 30' 12 MARDAL AVENUE W N N SEE SHEET 6 352 350 348 346 344 342 340 338 336 10+00 11+00 12+00 LO 354 CURVE TABLE O cfl CURVE 1 RADIUS 35.00' LENGTH 13.70'6.94' TANGENT DELTA 22'25'35" 2 35.00' 55.08' 35.10' 90'09'45" 3 84.00' 197.94' 202.87' 135'00'55' 4 20.00' 31.47' 20.06' 90'09'45" 5 20.00' 31.36' 19.94' 89'50'15" 6 20.00' 31.42'20.00' 14 90'00'00" 7 84.00' 185.22' 166.06' 126'20'09" 352 350 348 346 344 342 340 338 336 10+00 11+00 12+00 LO 354 r7 O cfl 348 "Rt -1" -STOP "W3-1" - STOP AHEAD cq r'j 0a0 r) 344 "R5-1' - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 342 "R26(CA)' - NO PARKING "S4-3' - SCHOOL 340 M 338 "R4-7' - KEEP RIGHT 336 "R81(CA)' - BIKE LANE 1 "W31(CA)" - END W/OM4-3 MARKER NOTE: RIGHT-OF-WAY & LOT LINES "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES rM "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 1 "Wt -7' -DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA rn �j 1 J J I > 14 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- W -- J 1 - z 5' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 0000 -- ® w - W I 30' 30' >� W.- ESMERALDA AVENUE BE TYPE "A" WITH 3.5' OPENINGS V) V) SEE SHEET 4 - W 05 o APPROXIMATE EX STING _ Q W + - N (i W N _ . (~ -- } RADE CENTS LINE cff " OPAINT CALTRANS STANDARD SPECIFICATION 8010-21C-19. Lw V) - - -- APPR XIMATE EXISTING___a o�� U EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 5=051 n +_ O _- 4 - _ - t .- Q -- PPROX GRADE L MATE E ISTING CENTERLINE - d -0� M -- W I _ ST FLO INE a af ir-__ ca wN INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN V) I �- I} M rn a- V) W> W S=Cf:519a (16a J 5=0 25 1 J -_- W W a Q M - P OPOSE EAST LOWLIN rte- rF mm i >>> > > tj 4 -fuj 00 PROPOSED WET FLO INE '_j -- W W LJ IJ Uj W - M Lw - - -� 4 4 9 - a . -+ Q,1+ o w »>- WJ w W u� - - _ zla r (i > a _ z l ori _J w w h _ f- r) rN - - �1�-- a < � N N 0 0 352 350 348 346 344 342 340 338 336 10+00 11+00 12+00 LO 10+00 LEGEND: (CONT.) 354 r7 r- 348 "Rt -1" -STOP "W3-1" - STOP AHEAD 346 "R6-1" - ONE WAY "S5-2' - END SCHOOL ZONE 344 "R5-1' - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 342 "R26(CA)' - NO PARKING "S4-3' - SCHOOL 340 "R3 -5R' - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 338 "R4-7' - KEEP RIGHT 336 "R81(CA)' - BIKE LANE 1 "W31(CA)" - END W/OM4-3 MARKER NOTE: RIGHT-OF-WAY & LOT LINES "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 0q' 9031 "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 1 "Wt -7' -DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA rn �j to- ao -- "W1-1" - CURVE ARROW I > 14 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- o°io of 1 - z 5' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 0000 -- ® w - W I 30' 30' 1 j ESMERALDA AVENUE BE TYPE "A" WITH 3.5' OPENINGS V) V) SEE SHEET 4 --- UNLESS NOTED OTHERWISE. o APPROXIMATE EX STING - Q W + - N (i W N _ . (~ -- } RADE CENTS LINE w " OPAINT CALTRANS STANDARD SPECIFICATION 8010-21C-19. Lw V) - - -- APPR XIMATE EXISTING___a o�� U EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 5=051 Q In LJ N GRAD ®CENTERLINE 1l� SHEET WHERE SECTION IS SHOWN a3 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 5=1.15 = PROPOSED 11,111,IW - 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER _ ST FLO INE a - a S=fl INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN �Vo 12 M rn Z� LO W> W S=Cf:519a J J 5=0 25 1 J -_- W W a Q M - P OPOSE EAST LOWLIN rte- rF mm i >>> > > tj > 00 -w W J '_j -- W W LJ IJ Uj W - Lw W W -� 4 4 9 - a . -+ Q,1+ o u� - _ zla 5 > _ _J w w h 10+00 LEGEND: (CONT.) 354 R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 348 "Rt -1" -STOP "W3-1" - STOP AHEAD 346 "R6-1" - ONE WAY "S5-2' - END SCHOOL ZONE 344 "R5-1' - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 342 "R26(CA)' - NO PARKING "S4-3' - SCHOOL 340 "R3 -5R' - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 338 "R4-7' - KEEP RIGHT 336 "R81(CA)' - BIKE LANE 1 "W31(CA)" - END W/OM4-3 MARKER NOTE: RIGHT-OF-WAY & LOT LINES "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 0q' 9031 "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY :M "Wt -7' -DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA rn �j "Wt -6" - SINGLE ARROW CODES. NI "W1-1" - CURVE ARROW I "W3-3' - SIGNAL AHEAD 14 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS z 5' 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. � m • - m m � • ­ TRACT BOUNDARY ••maw_m- m m w UNIT BOUNDARY 11+00 12+00 13+00 352 354 350 352 348 350 346 348 344 346 342 344 340 342 338 340 336 338 ANTIOCH LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL g ' a mn 352 STA. 12+40.00 C.L., ANTIOCH LN.= 350 346 348 ( 34 6 STA. 14+76.38 C.L., ESMERALDA AVE. - - II 3 � = " `>o I -- ry �� 1 Ili M RIGHT-OF-WAY & LOT LINES 35 0q' 9031 o > :M 1 rn �j TO 95% RELATIVE DENSITY NI CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. I ¢ � 14 - - - J J c5 u. ' 0. S' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT z 5' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT > I 20 Q20' 1� _ I - 3 6 N N ^ 30' 30' a j ESMERALDA AVENUE BE TYPE "A" WITH 3.5' OPENINGS V) V) SEE SHEET 4 ANTIOCH LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 354 350 352 348 350 346 348 344 34 6 -_- 344 340 - 338 -- 336 �� 1 Ili M RIGHT-OF-WAY & LOT LINES 0.40' AGGREGATE BASE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS o > PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 1 rn �j TO 95% RELATIVE DENSITY AS APPLICABLE, CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 1 IIP - o w W NOTE: 2. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT W I OVER 0.50' COMPACTED O.G. TO BE M W 0 > I'm 9 COMPACTED TO 95% RELATIVE 1 O a APPRO [MATE XISTIN ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS o --- UNLESS NOTED OTHERWISE. OOF APPROXIMATE EX STING - Q W + 1 N (i W N _ . (~ -- } RADE CENTS LINE w " OPAINT CALTRANS STANDARD SPECIFICATION 8010-21C-19. Lw V) - - -- -- -+9 o�� U EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 5=051 2 ORELOCATE AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN -W REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 5=1.15 = PROPOSED 11,111,IW - 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER oro F)- ;0 ST FLO INE a CALTRANS STANDARD SPECIFICATION 8010-21C-19. a S=fl INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN �Vo 12 M rn Z� LO W> W J J J 1 J -_- W W a _ M - rte- rF mm i 352 354 350 352 348 350 346 348 344 34 6 342 344 340 342 338 340 336 338 LEGEND: (CO_ NT.) NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT SEE SEWER AND STORM FURNISH & INSTALL IRRIGATION CONDUIT -IR CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 FURNISH & INSTALL INTERCONNECT CONDUIT ic Tf 3 Tg5 rgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ui PROPOSED CURB AND GUTTER LINE 1 - - - - - - - - RIGHT-OF-WAY & LOT LINES 0.40' AGGREGATE BASE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS o > PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 1 CALTRANS TYPE IV ARROW, LEFT OR RIGHT TO BE PAINTED TO 95% RELATIVE DENSITY AS APPLICABLE, CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. CALTRANS TYPE I ARROW IIP AS APPLICABLE, TO BE PAINTED o w W NOTE: 2. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. OVER 0.50' COMPACTED O.G. TO BE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10+00 11+00 12+00 10+00 11+00 12+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 CONSTRUCTION NOTES: NOTES: M r - M cq --- 0) SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 -a�- ! - -- O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. ui rr>-- r7 1 _ - 0.40' AGGREGATE BASE -j- W o > M 1 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. o -- r -- o w W COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. LJ GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE W I'm 9 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O a APPRO [MATE XISTIN ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS o PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. OOF GRADE ® CEN RLINE 4. dQ MANHOLES TO FINISHED GRADE. m REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. N Q v 12" LIMIT LINE USING THERMOPLASTIC PAINT PER ti m m " OPAINT CALTRANS STANDARD SPECIFICATION 8010-21C-19. Lw V) - - -- -- -+9 o�� U EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 ORELOCATE AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN -W REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. W 0 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 2b 5-0.51 a CALTRANS STANDARD SPECIFICATION 8010-21C-19. a S=fl INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN �Vo 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE LO W IS TO GO FROM FLOWLINE TO FLOWLINE. LO,°.�' P OPOSE EAST LOWLIN - -- oo 2_1 M rte- 44 M M mm >>> 00 -w W J ,' 7= -JN -- W W LJ IJ Uj W - Lw W W -� 4 4 9 - a . -+ C� o u� 10+00 11+00 12+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 CONSTRUCTION NOTES: NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 m PLANS AND DETAILS. J u� O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. MOUNTAIN RIDGE ROAD PAVEMENT TO BE 0.30' - TYPE "B" A.C. OVER O HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED OCONSTRUCT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 1 PER C.O.B. STD. ST -9. O4 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 W I'm 9 COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 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 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. OOF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. m REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 12" LIMIT LINE USING THERMOPLASTIC PAINT PER ti m SECTION DESIGNATION: " OPAINT CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION LETTER O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 o�� U EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 ORELOCATE AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. W 0 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER ��m CALTRANS STANDARD SPECIFICATION 8010-21C-19. a INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN �Vo 12 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. l 0) 0 I- 0) O 0 0�0 z b- a J _j W U 000 �Wcfl o � � O v) W Y a m �01 01 g W LU LO 6 J J m V� J u� V O Ln < 9 1 F . w W I'm 9 co § w _ > W V)C� co m ti m z " 2 .>e,K o�� U o N n Lnw N �'' w W 0 ��m W a �Vo U mm 00 U U w w a_0- C� o u� 5 > w w f- r) rN a < � N N 0 0 W LU LO 6 J V O y < 9 1 F . W I'm 9 co § w _ > W co m ti m W 2 .>e,K U o N n N �'' W 0 W a W LU LO 6 PACKWOOD DRIVE SEE SHEET 12 ' 30' 130' j _ - 2 20' I 5'' y _ I - 6 F 68 I Z 1 I I N I w I e I w L M � Qi d 67 I 0 2 q INTERSECTION I Z I I z STA. 10+00.00 C.L., MARDAL AVE.= STA. 14+80.00 C.L., PACKWOOD DR. I I 66 ' I I 65 I �1DRAI '4r 30 PACKWOOD DF SEE SHEET 12 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 2 II II c > IIUN�T 3 Y Ln jjj BEEVES STREET ~ II a v M N o o oo SEE SHEET 5 o F: ®� Q AN110CH LANE II J co > 11 o m o Q rn Lp ri Q y o N 5 1 N 30' `I 130' N o ^ ri o oo' SEE SHEET 5 S N II o u °' Q m U _j O N . 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P 10+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 I CURVE TABLE LEGEND: CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42! 20.00' 90.00'00' 2 20.00' 31.36' 19.94' 89'50'15" 3 20.00' 31.47` 20.06' 90'09'45" MARDAL AVENUE (STA. 10+00.00 TO 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL VAR. P 10+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 I NOTES: LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS - - - F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE "135-1' - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 5,0' VERT. CURVE CENTERLINE B.V.C. BEGIN VERTICAL CURVE 2• ELEV. ELEVATION E.V.C. END VERTICAL CURVE -- - BEGIN CURB RETURN P.I. POINT OF INTERSECTION OCONSTRUCT - - -- B. C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 04 - i- "W1-6' - SINGLE ARROW CODES. - 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/W 0 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. N M kD, ® EXISTING SURVEY MONUMENT + SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -C> ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. - D Li, M FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. CURVE NUMBER FOR CURVE DESCRIP11ON O1 TAPER NUMBER FOR TAPER DESCRIPTION ® y> PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SEC11ON DESIGNATION: CALTRANS STANDARD SPECIFICATION 8010-21C-19. moa SECTION LETTER _ > W = J Fi5 (ow Li --- -- - -- Z -w ORELOCATE AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. -W PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER w -_ CALTRANS STANDARD SPECIFICATION 8010-21C-19. _1>1j INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN _ w r APPROXIMATE EXISTING 6$ GRAD ®CE - TERLIN o o 7;+ _ - d Q Q LL 4- r _ �- ' r � � O N CL _ S=- )151/11 S= .53% _ S - ,=-0.26 00 c\1 00 It " U U It 'POINT PR POSED SOUTH'' -w J -w J w J _- - - ��-- m + _-_HIGH_+� - STA. 12+42.9 ELEV. 43.52 - -- - - N o w w 10+00 11+00 12+00 13+00 14+00 LEGEND: (CONT.) NOTES: LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS ABBREVIATIONS IR F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE "135-1' - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 2• ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION OCONSTRUCT 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 "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/W RIGHT-OF-WAY G.B. GRADE BREAK 0 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. kD, ® EXISTING SURVEY MONUMENT + SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -C> ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. - D Li, M FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. CURVE NUMBER FOR CURVE DESCRIP11ON O1 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 12+00 13+00 14+00 LEGEND: (CONT.) NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS "Ri-1" - STOP "W3-1` - STOP AHEAD IR "R6-1` - ONE WAY "S5-2" - END SCHOOL ZONE 1c "135-1' - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT TR3 TR5 "R26(CA)" - NO PARKING "S4-3" - SCHOOL 2• "R3 -5R` - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT - - - - - - - - 'R81(CA)' - BIKE LANE OCONSTRUCT -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 "W1-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6' - SINGLE ARROW CODES. "Wt -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. 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. m m - w LLL. mL LL. w � TRACT BOUNDARY sommm"m�mm� UNIT BOUNDARY 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND: (CONT.] NOTES: - - - - - - - - - - - - PROPOSED SAWCUT UMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT 1c FURNISH & INSTALL INTERCONNECT CONDUIT TR3 TR5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 2• TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED CURB AND GUTTER LINE - - - - - - - - RIGHT-OF-WAY & LOT LINES OCONSTRUCT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED ® NOTE: 2. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. q 4 22+00 T. CURVE ' - - 1 W LL: r-. - Io w _ IW INS =0.289a �W z 1 ELEV � 343.38... I Ia 23+00 1M Itq W ILL: w W uj f4) uj IN L•2�Fa - N IW Z -- Ia 23+00 CONSTRUCTION NOTES: NOTES: "B" 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ol CONSTRUCT TYPE CURB & GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2• MOUNTAIN RIDGE ROAD - "B" PAVEMENT TO BE 0.30' TYPE A.C. OVER OCONSTRUCT 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 CONSTRUCT 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 GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 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 "A" 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY Li, M 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. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SEC11ON DESIGNATION: CALTRANS STANDARD SPECIFICATION 8010-21C-19. moa SECTION LETTER ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK Z 2 ORELOCATE AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER Y CALTRANS STANDARD SPECIFICATION 8010-21C-19. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN cn w U = A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. mNN �z z w Li, M moa Z Y cn w U = � U U W � O N mm 00 U U ii ii N o w w Lr o O w Q O N M O O UN�T 3 UNIT 1 II S N IJ ,� 27 I LZ 'L� 2 O I W 14 ,W ' Ig 22 23 !0 24� !� �� o ^ Q ^ o FlRE ISLAND DRIVE �++ 3 + JE, + 3 + Ia Q M is a � 2 5 Io 2 6 � �� >_ ui o o z d '� + + SEE SHEET 13 N W M 1714 W Id w id+ + ,� 3+ �+ } Z + z + Q N N I 30' 30 >_ N>_ N N N � I W A Iln 33 �' 'I J Q � tQ ' W-. N I - N IN > N IN > N m N m N> N V Q Q 2D' �! 20' Lt. N vy N C� N~ N N f J O FQ ~ O tQ Z fQ z H (n N N 5' I N �� ���� N 3 72 i 1 Lu CD N 00 a�Qt 589'04'33"E 1 - �-- 25+00 2 6Q24+00 2 00 wcn S 470.00'_ o f a 71 w 0 6" SEWER S q INTERSECTION z t 1 6' SEWER I STA. 26+85.70 C.L., MARDAL AVE.= :3 1 STA. 14+80.00 C.L., FIRE ISLAND DR. - N Q � e FLzj V- ti W l_ _j L_j J -i \ z , f� co Irn °' la, rn ' � ti �. Q I 70 < Ico } 1q >- p I� ,�' Ion v� Q rn o p I w 0 3+ ,o <� I$ Q n io Q Io > u i co > fl z fl o I Q I � u� O I N N F N33 IN 32 -NIS > N31 '4 30> I� '29 w + m $ w +Y " .�' , O N N N N 2 8> AN 1> " Q J �-- C� (~ IH O fQ- iQ FQ- Q Q N Q N O N Z N `. a U t,.: 1 I z , cn c� t- c� n i� IQ �- d d o d m 5. (� I� IN �' N IN t� cn iN Qi c~n FQ-c� Ln �C I 69 I I I 1 IN o u� n ^ 5 I I 3 + + 20' 20' N N ' 30' I � i I 30' F F1 RE ISLAND DRIVE mEnV) SEE SHEET 13 MARDAL AVENUE (STA. 23+00.00 TO 26+85.70) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M 354 1---- - - - -- - -- - -- 352 J t- -- - - -- - --- �- -- I 350 PPROXMATE EXISTING w o - - - _- GRADE CENT LINE m ' 348 +C _ �z 346N =os 0. 28%, - �w 344 - - - --_ PROP SED NOTH FLOWLINE _ 342 Q �+"-- - - ----' - - - :D cOD, WW +_- J LijJ 340 - - �vi-- 338 I :E1 23+00 24+00 25+00 - 26+00 27+00 M - - --_ -- - - - -- M 354 352 ca w -- --- _ _ Q L i .-- ---- 350 cO1''' APPR XIMATE EXISTING� wo T GRAD ®CE TERLINE - - E'. - 348 UJ - }--. -- _ in vs5$� `-I -. -.- -- --- -- ---- _-- �_ � � 346 04 _S=0127%_ Sr 0.51 344 w I P OPOSED SOUTH FLOWLI E } ILa 342 o _LJ w w _ c- ---- + - 340 - m N a d d _ -N - -N It - -- -- --- ------ 338 23+00 24+00 25+00 26+00 27+00 UN�T d ESMERALDA AVENUE 1. SEE SHEET 4 0 1 30' ! 30' N 4 1 20 20' I J J 47 _ 5' , 1 I~ I M ' � 3 UN�T 5 LEGEND: BOGART DRIVE CURVE ABBREVIATIONS i 39 F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE N 20 20' I ; 32 C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 20.00' ELEV. ELEVATION E.V.C. END VERTICAL CURVE uj B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 22'25'35' 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 4 1 E. C. END CURVE P.C.C. TOP OF CURB "Wt -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/W RIGHT-OF-WAY G.B. GRADE BREAK O CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @* ® EXISTING SURVEY MONUMENT -+- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + O FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -e- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. 01 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CURVE NUMBER FOR CURVE DESCRIPTION Ot - TAPER NUMBER FOR TAPER DESCRIPTION ® SECTION DESIGNATION: ITEM OF WORK - SEE SCHEDULE UN�T d ESMERALDA AVENUE 1. SEE SHEET 4 0 1 30' ! 30' N 4 1 20 20' I J J 47 _ 5' , 1 I~ I M ' � 3 d Q Q E- 48 N'� wEnNZDN �i_� z 1 !Z o] to N 1 I �3 901 33 --� I -- - -r -- � INTERSECTION 4I 1 3 STA. 10+00.00 C.L., PETERBORO AVE.= STA. 22+31.38C.L., ESMERALDA AVE. 1 _ _ 11+0o N 6 s" SEWER 49 I N00'6_5 27"E - - + - - -F - - I , 1 I O o 1 12+00 240.00 s. �i3 4 2 s.'0 1/o x0 .0 F S w S� o `0 +r o �Ic` �r �'' �c ?/s�C `� 980 I N00 1 N N ^ Q C-4 oo ^ k s (,� 3 LL:Q y ± Q W �co Q o -w co 36 T CF; o1i c� cn m N rQi o lQ o d �O Lo I 1 3 \ ESMERALDA AVENUE ,.,; N N m v~Qi oN N SEE SHEET 4 LEGEND: (CONT.) UN�T 5 R1 BOGART DRIVE CURVE SEE SHEETS 2 AND 3 i 39 0 _3O'30' DELTA N 20 20' I ; 32 20.00' 5• 20.00' "R3 -5R' - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 + uj O Q d Q Q E- 48 N'� wEnNZDN �i_� z 1 !Z o] to N 1 I �3 901 33 --� I -- - -r -- � INTERSECTION 4I 1 3 STA. 10+00.00 C.L., PETERBORO AVE.= STA. 22+31.38C.L., ESMERALDA AVE. 1 _ _ 11+0o N 6 s" SEWER 49 I N00'6_5 27"E - - + - - -F - - I , 1 I O o 1 12+00 240.00 s. �i3 4 2 s.'0 1/o x0 .0 F S w S� o `0 +r o �Ic` �r �'' �c ?/s�C `� 980 I N00 1 N N ^ Q C-4 oo ^ k s (,� 3 LL:Q y ± Q W �co Q o -w co 36 T CF; o1i c� cn m N rQi o lQ o d �O Lo I 1 3 \ ESMERALDA AVENUE ,.,; N N m v~Qi oN N SEE SHEET 4 LEGEND: (CONT.) NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE "R1-1" - STOP "W3-1" - STOP AHEAD LENGTH "R6-1" - ONE WAY "S5-2' - END SCHOOL ZONE DELTA "R5-1" - DO NOT ENTER "S4-2' - WHEN CHILDREN ARE PRESENT 20.00' "R26(CA)" - NO PARKING "S4-3' - SCHOOL 20.00' "R3 -5R' - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 O "R4-7' - KEEP RIGHT 13.70' "R81(CA)' - BIKE LANE 22'25'35' "W31(CA)" - END W/OM4-3 MARKER NOTE: 35.00' "W14-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES 35.00' "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 4 1 Wt -7" - DOUBLE ARROW (CA). (CA) INDICATES' CALIFORNIA 1 197.70' "Wt -6" - SINGLE ARROW CODES. 134'51'11' "W1-1' - CURVE ARROW "W3-3' - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ca 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 '� " " '� ■' m � UNIT BOUNDARY 356 354 352 350 348 346 344 342 340 356 354 352 350 348 346 344 342 340 PETERBORO AVENUE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 NOTES: CURVE TABLE - PROPOSED SAWCUT LIMIT UNE CURVE RADIUS LENGTH TANGENT DELTA ' 20.00' 31.42' 20.00' 90'00'00' O 35.00' 13.70' 6.94' 22'25'35' 3 35.00' 54.98' 35.00' 90'00'00" 4 1 84.00' 1 197.70' 1 202.06' 1 134'51'11' AS APPLICABLE, TO BE PAINTED NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 05 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ca PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 1W_ ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS L11 I A.. W O PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. O : 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. 0) W uj REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER m - CALTRANS STANDARD SPECIFICATION 8010-21C-19. M SECTION DESIGNATION: O w sEcnoN LETTER ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK O M AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER O CALTRANS STANDARD SPECIFICATION 8010-21C-19. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN -- (n A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE vt ZLu a' -- - Q w -- QY F4 U w F- APPRO IMATE XISTIN o3 0 ay _w 0 m GRAD ®CE TERLIN E_\ U � - - - Of - .�-r-->-"--541 o''oo.rn� PROPOSED WEST F OWLINE --- � U w oro -_ I Qf w W w :3 C) C) w N M Q N O 10+00 11+00 12+00 356 354 352 350 348 346 344 342 340 10+00 11+00 12+00 13+00 LEGEND: (CONT.) NOTES: CURVE TABLE - PROPOSED SAWCUT LIMIT UNE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00' 2 35.00' 13.70' 6.94' 22'25'35' 3 35.00' 54.98' 35.00' 90'00'00" 4 1 84.00' 1 197.70' 1 202.06' 1 134'51'11' 356 354 352 350 348 346 344 342 340 10+00 11+00 12+00 13+00 LEGEND: (CONT.) NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT r1�3 res rgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 2. TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O PROPOSED CURB AND GUTTER LINE - - - - - - - - RIGHT-OF-WAY & LOT ONES sum CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 04 CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED � CALTRANS TYPE I ARROW 2. AS APPLICABLE, TO BE PAINTED NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 05 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ca PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 1W_ ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 356 354 352 350 348 346 344 342 340 UNIT 2 _j WHALEBACK AVENUE o $ SEE SHEET 10 N* 55 N i 30' 1 T - � 20' z CU li _ _ _ V �'- I C4 Z o � co �! i J O c" Z V aap 000 I V 1 �o 0o I ,03O I 35 Z o - 54 IM QQ M N N N N O I Z Q * IZm N 3 I I I 36 (L INTERSECTION 1 I 2 I STA. 11+29.08 C.L., VESSEL WY.= 12 - 11-+�00 STA. 12+85.56 C.L., WHALEBACK AVE. NOO'55'27"E 129.08' 0 N M � 1 I 37 Q � zo I I 3 r- 53 O' N co 1 I , 4 �5' _ 38 U li � 5' I $ °r' a oN 1 20' 20' co o ooi o00 00 I 30' 30' oa 52 Z " MALEBACK AVENUE Lu d a Lu N N C6 F cn SEE SHEET 10 4] N (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 CONSTRUCTION NOTES: NOTES: O 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. 02 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. MOUNTAIN RIDGE ROAD - O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.80' COMPACTED > UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 04 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. � 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 05 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ca COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1W_ 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS L11 I A.. W INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. O OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY, 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. 0) W uj REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER m � t CALTRANS STANDARD SPECIFICATION 8010-21C-19. �CD SECTION DESIGNATION: O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 sEcnoN LETTER ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 z AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER O CALTRANS STANDARD SPECIFICATION 8010-21C-19. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN (n A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. O M � Q d- ozzo�ro z LL_ I Q � W U M = 00 o w co LL co O � w Y a m } LLJ m J W co > V) 7d � z �C ca co 1W_ m L11 I A.. W y 0) W uj M m � t �CD z > F z v O n N 0 t 0 (n C) W U a' w m 0 U Of 0 W cn Qf C) C) w N M Q N O 0 /I I - � le C, _6 LLJ W co > 7d � �C ca co 1W_ L11 I A.. W y 0) W uj m � t z > F n N 0 t 0 a' /I I - � le C, _6 63 INTERSECTION STA. 10+00.00 C.L., COMMONWEALTH AVE.= STA. 12+40.00 C.L., PACKWOOD DR. PACKWOOD DRIVE SEE SHEET 12 I30' I 20' 20' 5� S89'04 33"E PACKWOOD DRIVE SEE SHEET 12 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 _s_- 11+00 -S 8' SEWER ` 12+00 COMMONWEALTH AVENUE (STA. 10+00.00 TO 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL V U I Z ud O NN' 1= 0 0 W LoLo N ++ KJ N N z i� '<� V) N 0 >_ Ln Q 00 W N J 1c'4 Jo la La.t– (�)j N RAIY3N w )RAIN N Lu Lu z -1= J !~ W I < rn) N N I IN I vv ILTI/N IJtvu iA++uu 15+uu 16+00 17+00 18+00 19+00 20+00 21+00 22+00 M w J U- 40 Lu -ow w +c M W N w Fc N w Z a 23+00 - - of CURVE TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA 1 2 20.00' 20.00' 31.42' 20.00' 31.36' 19.94' 90'00'00" 89'50'15" 3 20.00' 31.47' 20.06' 90'09'45" COMMONWEALTH AVENUE (STA. 10+00.00 TO 23+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL V U I Z ud O NN' 1= 0 0 W LoLo N ++ KJ N N z i� '<� V) N 0 >_ Ln Q 00 W N J 1c'4 Jo la La.t– (�)j N RAIY3N w )RAIN N Lu Lu z -1= J !~ W I < rn) N N I IN I vv ILTI/N IJtvu iA++uu 15+uu 16+00 17+00 18+00 19+00 20+00 21+00 22+00 M w J U- 40 Lu -ow w +c M W N w Fc N w Z a 23+00 - - of w -- - FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - ABBREVIATIONS O F.L. FLOWLINE 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 ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7' - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION O2 E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES Lo -- BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ul) M > w --- -- END CURVE P.C.C. TOP OF CURB I . S° cli > POINT OF INTERSECTION T.P. TOP OF PAVEMENT O "W3-3' - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- - CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. I - - - - -I- 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. `— -- - - -e- -- - O GUTTER LIP TO A DEPTH OF 12". -- Iw>w --- -- ---RIGHT-OF-WAY TAPER NUMBER FOR TAPER DESCRIPTION ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ITEM OF WORK - SEE SCHEDULE 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 (n PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) - 1, 1 — - --- - --- © 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. -�-- - - CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED O — ____ I • J -}2 W_ Q d IBJ. 07 Q ' J '�.J. `�- p J2 W -- - CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 --- - - --- 5 v m + r- w _ STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 O APPRO GRADE MATE E 0 CEN ISTING RLINE _ - - SHEET WHERE SECTION IS SHOWN - __ I r_-- �[ t.- NP_ _ ppaao tv w l_ w — - m w �` o ,�- - - a o a cv i -- `' E` `--- �Z �'V � i - _ �� AP' PRO GRADE MATE E ®CEN — ISTING- RLINE - -- I I CALTRANS STANDARD SPECIFICATION 8010-21C-19. - - - - - - - _ INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN -- -- - -- _-- - -- _ -- - — — -- — J �-- ±mow L _ ±�j J — — — — — — — r — 04 o-- N _, ! - - — -- - - —ck lk5l w Ln s gr w CL- LLJ 03 24 LU V) 11-0 __ Li u 4�6i]4:07 QN --- 0 -0.28 '-`-- 7. - — - > > S- .5 rn cfl =0 515 ._ 00RO,OSED 0 , Mctl Mc� * M rn M POSED FLO INEw -- - --- > SLIH O INE - -- M — I J W J W LLJ L>, LLJ _j W -1ij� j ff a a -- —� I O]I+ c0 J J W W - -- - _ N 1n_LnA LINA 4 e% Imo- -- I%JTVV 1'tTVV LEGEND: (CONT.. J N LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - ABBREVIATIONS O F.L. FLOWLINE 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 ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7' - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION O2 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 "Wt -6' - SINGLE ARROW CODES. P.I.V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT 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 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. d ® EXISTING SURVEY MONUMENT -+- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 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. -o- COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STT). ST -14. -e- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. O GUTTER LIP TO A DEPTH OF 12". CURVE NUMBER FOR CURVE DESCRIPTION Ot --- -- ---RIGHT-OF-WAY TAPER NUMBER FOR TAPER DESCRIPTION ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ITEM OF WORK - SEE SCHEDULE Imo- -- I%JTVV 1'tTVV LEGEND: (CONT.. J N R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - "RI -l' - STOP "W3-1" - STOP AHEAD' O "R6-1' - ONE WAY "S5-2' - END SCHOOL ZONE 1. "R5-1" - DO NOT ENTER "S4-2" -WHEN CHILDREN ARE PRESENT rs "R26(CA)" - NO PARKING "S4-3' - SCHOOL "R3 -5R' - RIGHT TURN ONLY "R2 -t" - SPEED UMIT 20 "R4-7' - KEEP RIGHT IR "R81(CA)' - BIKE LANE O2 "W31(CA)" - END W/OM4-3 MARKER NOTE: 2. "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "Wt -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "Wt -6' - SINGLE ARROW CODES. Ic "Wt -1" - CURVE ARROW O "W3-3' - SIGNAL AHEAD -- 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 ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS, 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY I u -r vv 10+uu 1 /+u0 18+00 19+00 20+00 21+00 22+00 0 04 4- M Lai 23+00 LEGEND: (CONT.) J N CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT PLANS AND DETAILS. IR FURNISH &INSTALL IRRIGATION CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. MOUNTAIN RIDGE ROAD - 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 TME 3 Tis rgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY �o 1R3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 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 O4 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 O5 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 (n 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. 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 ARROW AS APPLICABLE, TO BE PAINTED O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: L SECTION LETTER 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 9 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. jO REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 0 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. U 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. > � J N Z M �o M z " o� (n w w� m 0 U w 0 w Ln s w QN 0 i I I I I I I ILL UN�T I lJ _j I� IJ I -j I Iw o- 00 + I M wN uj W N D4w z 7 ¢� I - w w cn w V) II FIRE ISLAND DRIVE N I SEE SHEET 13 j ' ----- 30' f 'I 30' -- -�- o LL: --- 200 20' --1 68 00 I ELEV. 5 I I --- - I -- - M N I 90331 -- - END CURVE P.C.C. TOP OF CURB (MATE GRADE @ CENT D _ e0n .3 INTERSECTION I 0 + -- - M RIGHT-OF-WAY G.B. GRADE BREAK STA. 10+00.00 C.L., LADOGA LN.= ---- n1' II cvn) EXISTING SURVEY MONUMENT NZ SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS, - + 0Z -a 67Z3� �- CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. IIv - D UN�T I COMMONWEALTH AVENUE SEE SHEET 8 STA. 15+45.02 C.L., COMMONWEALTH A I 1 I 24' DRAIN 66 I _ - 00'55'27"E INTERSECTION 21 j STA. 26+85.02 C.L, COMMONWEALTH AVE.= I I (� STA. 12+40.00 C.L., FIRE ISLAND DR. 1 65 I SIN 1F c�I� 1� '1314 la I~ jQ Id iQ I¢ FIRE ISLAND DRIVE 1N IN �' N IN c� N IN c� v~i IN c. ; d SEE SHEET 13 i I 138 a N N o: m NN COMMONWEALTH AVENUE (STA. 23+00.00 TO 26+85.01) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I� o i -- SEE SHEET 8 j - - ----- 30' 30' -- -�- 1 --- 20' 20' CENTERLINE B.V.C. BEGIN VERTICAL CURVE I 23 ELEV. 5' I- I --- N I -- - M N I 90331 -- - END CURVE P.C.C. TOP OF CURB (MATE GRADE @ CENT 22 ' _ � .3 INTERSECTION I 0 + -- - M co I RIGHT-OF-WAY G.B. GRADE BREAK STA. 10+00.00 C.L., LADOGA LN.= STA. 15+45.02 C.L., COMMONWEALTH A I 1 I 24' DRAIN 66 I _ - 00'55'27"E INTERSECTION 21 j STA. 26+85.02 C.L, COMMONWEALTH AVE.= I I (� STA. 12+40.00 C.L., FIRE ISLAND DR. 1 65 I SIN 1F c�I� 1� '1314 la I~ jQ Id iQ I¢ FIRE ISLAND DRIVE 1N IN �' N IN c� N IN c� v~i IN c. ; d SEE SHEET 13 i I 138 a N N o: m NN COMMONWEALTH AVENUE (STA. 23+00.00 TO 26+85.01) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I� o i -- LEGEND: j _ - ----- --- -- -�- FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE --- N-.-. �? CENTERLINE B.V.C. BEGIN VERTICAL CURVE --- ELEV. - -c� --- --- w E.C.R. -- - wAPPRO BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- - END CURVE P.C.C. TOP OF CURB (MATE GRADE @ CENT (STING RLINEco _ o - OF VERTICAL CURVE F. C. FINISH CONCRETE 0 + -- - M -� RIGHT-OF-WAY G.B. GRADE BREAK 90 ---- S=0127% Q ® EXISTING SURVEY MONUMENT -+- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS, - + ---- - FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. - D PR POSED N N O NORTH - OWLIN - OPOSE EAST - ® _ 27.90 ITEM OF WORK - SEE SCHEDULE - --- -- --- RIGHT-OF-WAY & LOT LINES a -�- U COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W Ww W J W ti 3. D r0 -- 1 -.Z SIN CD PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N 2 s�o:51 a PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. � ® OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. APPRO - PROPOS El 23+00 24+00 25+00 0 �i w J 00 L� 1-0 wo W N N w Z 6 a M - -- --- 352 -- -- 350 �o t- -- d 348 -0.51% I� I� 344 I ' - 342 w W - 340 �rljzl_ 338 -- 336 26+00 27+00 OR M --- --I----r---�------I1---- j---;-----� LEGEND: j .. ----I ----- --- -- -�- FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE --- N-.-. �? CENTERLINE B.V.C. BEGIN VERTICAL CURVE 5L ELEV. ELEVATION E.V.C. END VERTICAL CURVE 348 346 344 342 340 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION w E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE - B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- - END CURVE P.C.C. TOP OF CURB "W1-6' - SINGLE ARROW CODES. APPR XIMATE EXISTIN GRADIf CE TERLINE _ o - OF VERTICAL CURVE F. C. FINISH CONCRETE - R/W RIGHT-OF-WAY G.B. GRADE BREAK 90 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q ® EXISTING SURVEY MONUMENT -+- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS, 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. �- CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. - D m FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. O S=(3.76% I - - OPOSE EAST -_ ® _ 27.90 ITEM OF WORK - SEE SCHEDULE 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE --- -- --- RIGHT-OF-WAY & LOT LINES a -�- U COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W Ww W J W ti 3. D r0 -- 1 -.Z SIN CD PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N 2 s�o:51 a PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. � ® OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. APPRO - PROPOS D SOU FLOWINE °� W opo � jjj o; --- PROPOSED -� -- --- -- -- a T - NOTE: Ld CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 Q�O- ZIP SECTION LETTER A 44d r-' Q ' -- - -_ --I d a w~ 23+00 24+00 25+00 - - LEGEND: j 20' ABBREVIATIONS r+-� F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE -- C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 5L ELEV. ELEVATION E.V.C. END VERTICAL CURVE 348 346 344 342 340 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION w E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE - B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PPROXIMATE GRADE 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 o - OF VERTICAL CURVE F. C. FINISH CONCRETE - R/W RIGHT-OF-WAY G.B. GRADE BREAK 90 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q ® EXISTING SURVEY MONUMENT -+- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS, 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. �- CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. - D m FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. O S=(3.76% I CURVE NUMBER FOR CURVE DESCRIPTION OTAPER OPOSE EAST NUMBER FOR TAPER DESCRIPTION ® M ao ITEM OF WORK - SEE SCHEDULE - - - j 20' 352 r+-� "R6-1' - ONE WAY "S5-2" - END SCHOOL ZONE -.. -- 90'00'00" "R26(CA)" - NO PARKING "S4-3" - SCHOOL 5L "R3 -5R' - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 t- - - mom- o =0.73% w �� I� ' J � W w d 348 346 344 342 340 336 "R81 (CA)" - BIKE LANE w - - - - "W14-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY PPROXIMATE GRADE "Wt -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA LL' o "W1-6' - SINGLE ARROW CODES. � "Wt -1" - CURVE ARROW o - - - -- STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 338 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. -I--- SEWER - REFER TO SEWER & STORM DRAIN PLANS ® 336 26+00 27+00 LEGEND: (CONT. 1 1 30' a i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 20' "Rt -1' - STOP "W3-1" - STOP AHEAD r+-� "R6-1' - ONE WAY "S5-2" - END SCHOOL ZONE -.. "R5-1' - DO NOT ENTER "S4-2" -WHEN CHILDREN ARE PRESENT 90'00'00" "R26(CA)" - NO PARKING "S4-3" - SCHOOL 5L "R3 -5R' - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 338 "R4-7" - KEEP RIGHT 336 "R81 (CA)" - BIKE LANE w 'W31 (CA)- - END W/OM4-3 MARKER NOTE: N "W14-1' - DEAD END SIGN NUMBERS ARE FEpERAL CODES - "W14-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY PPROXIMATE GRADE "Wt -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA LL' o "W1-6' - SINGLE ARROW CODES. � "Wt -1" - CURVE ARROW o "W3-3' - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CU 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, w w � w w � TRACT BOUNDARY UNIT BOUNDARY I a I p 3 20 I I M I N P I I _ 1 5.o z - _J 5 I 20' Neo' I 19 COMMONWEALTH AVENUE W SEE SHEET 8 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 UN�T 3 " MARDAL AVENUE SEE SHEET 6 30' 1 1 30' -- or '-- - - - 20' 20' r+-� 20.00' -.. 5' 90'00'00" I 6 5L -4-- 338 338 336 336 w N 11Z Q � - I I 1�--- -- PPROXIMATE GRADE � I N LL' o 1 � "' o o I CENT RLINE -- I I¢ 7 oo I UNff COMMONWEALTH AVENUE SEE SHEET 8 Q I 28 I I 29 I I rn q INTERSECTION 1 I z 1 _ _ , STA. 10+00.00 C.L., CARIBOU STA. 22+15.02 C.L., COMMONWEALTH AVE. _ 18" DRAIN 240.00' I 8 3 0 1 Q I INTERSECTION \ �" I 'o STA. 12+40.00 C.L., LADOGA LN.= - - ---1• w3 STA. 15+45.70 C.L., MARDAL AVE. co r--- - - - aco 31 9 _ _ oo I 5 I Z �- I I� I - - -j- ' o $� 20' � 20' - - I 5 I 5 I 3 45 CA N 1 30' 30' 10 3 2 I 20' 20' I (3 N N MARDAL AVENUE 3° 30 w SEE SHEET 6 COMMONWEALTH AVENUE SEE SHEET 8 v LADOGA LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 ---- -- or LENGTH -- DELTA r+-� 20.00' -.. or 90'00'00" 342 340 340 338 338 336 336 w LO - LL' PPROXIMATE GRADE E ISTING LL' o aZ j w "' o o GRADE CENT RLINE -- I oo + I¢ -Z -Q CU - -- Fa- - - - --- -! - - -- - - . ID - L F- } W j a Qj 43J cn- - ---- - - - -- -- o CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. Z PER C.O.B. STD. ST -9. m -- w O4 S=(3.76% I CV iz_ OPOSE EAST --t- OWLINk - M ao o j W J J w W �aaa 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE --- -- --- RIGHT-OF-WAY & LOT LINES a SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER U COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W Ww W J W ti 3. D r0 -- 1 -.Z SIN PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N 2 s�o:51 a PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. � ® OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. APPRO MATE EXISTING W WEST F o+Q °� W opo � jjj o; o PROPOSED GRADE CEN RUNE INE - + I !� a W NOTE: Ld CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 Q�O- ZIP SECTION LETTER A 44d r-' Q ' -- - -_ --I d a w~ PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. - AS DIRECTED BY THE ENGINEER. - -- �S--- .51 -- --- _�T S . -- t--- U CALTRANS STANDARD SPECIFICATION 8010-21C-19. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN Icact, A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE NNTPOPOSEM _M a IS TO GO FROM FLOWLINE TO FLOWLINE. �' a -- ..--- --- .-__Q�V- J -� J J J J -zIO W aaa H� " OIN m aaa a�k pit a 0 r_ 10+00 11+00 12+00 10+00 11+00 12+00 CURVE TABLE CURVE - LENGTH TANGENT DELTA c� M N W 20.00' 31.42' 20.00' 90'00'00" 342 340 340 338 338 336 336 w M - LL' PPROXIMATE GRADE E ISTING LL' o aZ j w FURNISH &INSTALL IRRIGATION CONDUIT o GRADE CENT RLINE -- I oo + I¢ -Z -Q CU - -- Fa- - - - --- -! - - -- - - . ID - L F- } W - U y a Qj 43J cn- - ---- - - - -- -- o CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. Z PER C.O.B. STD. ST -9. m -- w O4 S=(3.76% I St P OPOSE EAST --t- OWLINk - M ao o j W J J w W �aaa 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE --- -- --- RIGHT-OF-WAY & LOT LINES a SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER U COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W Ww W J W ti 3. D r0 -- 1 -.Z SIN PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N 2 s�o:51 a PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. � ® OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. M 00 -f "¢6 "i PROPOSED W WEST F OWLINE °� opo � jjj �' PROPOSED EAST FLO INE - - J J W W W NOTE: Ld CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 Q�O- ZIP 10+00 11+00 12+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 I UNIT 3 " MARDAL AVENUE o SEE SHEET 6 18 I I 1 19 i I 1 20 q INTERSECTION STA. 12+40.00 C.L., CARIBOU LN.= STA. 22+15.70 C.L., MARDAL AVE. 21 " I - - 0 0 1 5' 33 NN 1 20' zo' 22 a a 30' 30' °' N N MARDAL AVENUE SEE SHEET 6 CARIBOU LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL IM N 10+00 11+00 12+00 = t J CONSTRUCTION NOTES: o Uk- - - - - - - - - - - - -- O r------ 1. w 0 w o+ - - PLANS AND DETAILS. TS FURNISH & INSTAL_ TRAFFIC SIGNAL CONDUIT w _ APPROXIMATE E (STING O2 ��-� oo W -w I o FURNISH &INSTALL IRRIGATION CONDUIT PPROXIM GRADE CENTFTRLINE- g I¢ -Z -Q �' - ce o 0.40' AGGREGATE BASE OVER 0.80' COMPACTED G DE ® --- Li ``' - - - FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. Z PER C.O.B. STD. ST -9. m -- w O4 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 LINES a SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. S=0.51 " CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WINGS D. 3. S=0.33% PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N 2 s�o:51 a PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. � ® OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. M 00 -f "¢6 "i PROPOSED W WEST F OWLINE °� opo � jjj �' PROPOSED EAST FLO INE - - J J W W W NOTE: Ld CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 Q�O- ZIP SECTION LETTER A 44d r-' W W W -- Z I d a r- PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 10+00 11+00 12+00 10+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: W - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE O 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. TS FURNISH & INSTAL_ TRAFFIC SIGNAL CONDUIT w z U.1 O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 oo W -w I �R FURNISH &INSTALL IRRIGATION CONDUIT PPROXIM TE EXI TING g w I �3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL o 0.40' AGGREGATE BASE OVER 0.80' COMPACTED G DE ® CENTERLINE - - W FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. Z PER C.O.B. STD. ST -9. m N O4 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 O GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE --- -- --- RIGHT-OF-WAY & LOT LINES a SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. (/1 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N 2 s�o:51 a PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. ® OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT W REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. °� opo � jjj �' PROPOSED EAST FLO INE - _I9 +h Ww NOTE: Ld CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SECTION LETTER A Cj r-' W W W -- Z I d a r- PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. - AS DIRECTED BY THE ENGINEER. -m��}i??-} Z - 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. -- --- 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER -- t--- 10+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 UNE O 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. TS FURNISH & INSTAL_ TRAFFIC SIGNAL CONDUIT z U.1 O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. MOUNTAIN RIDGE ROAD - �R FURNISH &INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER is FURNISH & INSTALL INTERCONNECT CONDUIT �3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED T23 T 5 Tgs CD UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. Z PER C.O.B. STD. ST -9. O4 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 O GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE --- -- --- RIGHT-OF-WAY & LOT LINES O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. (/1 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WINGS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) E N 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 TYPE IV ARROW, LEFT OR RIGHT W REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. AS APPLICABLE, TO BE PAINTED a TYPE I ARROW AS APPLICABLE. AS APPLCABLE, TO BE PAINTED O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SECTION LETTER A 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. O AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER U 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 a IS TO GO FROM FLOWLINE TO FLOWLINE. >J m � z U.1 V) CD Z U O (/1 w > C=j W F a m 0 U w a a s H� " a 0 u u � Q UNIT 2 FITCHBURG DRIVE , I I SEE RIGHT PACKWOOD DRIVE I I I I r - - - , - 30' SEE SHEET 12 32 Q I I I I I 20t' 20' --) IJ I I 45 N N 20 I co 0o ' (� lu 1� LL ILS LL iw -� J IJ '� , B.C.R./B.C. B.C. d Too U U lu ,, i� ft, Its .• --' lu_ -' IJ _j I-3 _j I� J I Q I ILS IL,. I� ,� z -� ' ++ 33� r 34 ��' 35 �°' 36 �� �' °'3839 °_' �' °'40 �, I ,---- - STA. 9+73.31, C.L. 75.19LT.= o o Q m oo Q M > L -5++o; r) > r M } � rn rn rn o�+ + Q� Q Q� m��;�Q� QQ� (� 41�.�;��CDSTA. 9+01.32, F.L. w o to L + + w ± i± ++ + 3 +42 + q 3Q + Q 44 � r N iv a; ci a a > ," > ''- > W i IN 3 ; Ic i `v` °}° + w ; Ir+i , + + + 3 + + 6 0 F- I^ I'- ,- �' N �t Id w �r I�r Ian 3 + + + 3 co Lw 1 m w N No o d d o d ¢ I^ I`- ('- > w Ian w (co z TTI v m rt L/- Ln F- - o 1<- o d a Q n �' I^ > 1'- > ' ° Ico > I WP ;� N Ln N FQ z o Q o a a IQ '- I'- �VE L• D \ C� N N N N F-- �" - Q Q F-- h- {... O Q O Q Q O Q Q ICV OR g+3p 6g F o, z N c� v v~i o Q Q r¢ o d a d _ o ", cn n cn ►- o d a Q Q n I I S -- INTERSECTION -� 11+00 2 13+00 14+00 6' SEWER 2 r, 0 5 " 6 ON pGK D--,` 1 +00 s 15+00 aO STA. 17+69.92 C.L WNALEBACK AVE.= SECZ11P q D S89'04 33 E _ _ _ + -- - 25.56 _ S89'0�3" _ _ -_--- s s N 16+00 �N1�R pp C•L• ?pCK 4 2 2 18 DRAIN 1 - p _ _ p - p - F -__ p - -� _ s - _ _ ��- - 484.36, 7 STA. 10+00.00 C.L, FITCHBURG DR. 3 1 18' DRAIN 2 n o D 17+Otg ' SUMP SEE GRADING PLAN FOR DETAILS VOLUME REQUIRED: 4.91 AC. FT. cti P• /a^3 �" 1 ' _ - - - - - - - _ _ _ _ _ j ! VOLUME PROVIDED: 6.56 AC. FT. r t- �� ,� -?, 54 w ! "� I T i BOTTOM OF SUMP: 332.30 352 350 348 346 344 342 340 338 336 J w LL:II II e 1L, LL i = Lt_ L I LL IJ L I-3 J 11 i ♦ Gi O '� 110n O r N � ?-ul Lo ,!) ^ D: N 1 ,L`' Iti Le. L'- 'ti >- O C4 O cD cp I I V- I-= -1 / W 1.7 c0 M O Q 0 Q O Q O vi co c0 (o I fl' 58 Ni Q m N rn N 3 13 rn rn o II r r u, r A>_ n s L co fl S ,^ J r d 3 + w + } w + + { o cV o 0o i u� ^ > oo Io Q o Q ui r ri > u) ul w 'n � I CATCH BASIN NO. 18/GRADE BREAK cp �- W �- Co J J > '- > = > N .- N N I z W + } N 3 ^ °� O Q O Q O Q p c0 / n fo > 0 5 7 , 1" U L,- I� r -- i '? Y I > M + �' + + '`� 3 i^ 3 N 3 r' N N 'n I STA. 17+69.57 C.L. 8.78RT.= tip I o¢ o O Q JJ, I 1 5 3 0 I� > ='S2 �� d + w++ w + I + I N r cv oleo Q �� Id Q o a a,z ��>w w o o 1.- 51 ,� -50 ,� 49> n I� > �'q 8 +w + Q00 STA. 17+75.61 F.L. / F- i--- F'-' U ti D: U L4 w D 2' F I co > .J J, O 3 N I Z Q Q rn Lo N N N c� <n N c� N co N _z m I N c IQ Q , o a ,, + + NORMAL F.L. ELEV. 341.50 0 P.O.V.C. f- oo o w -+ o i- d IQ a 1 o d I o Q I o v LL > 56 N mm � w �,n cn N c;, ►- F FQ Q Q d i ci LL _ DEPRESSED F.L. ELEV. 341.33 Q O I -� W Nto Ln N N (� V) F-• N {-- �-- N Q / 1 onaf +o+I , 55 Im ++``W ++14 I 20 �� 20 , U� I I I IV) N N c°'o� N N� c� ~n ( I ad I ItV- a fle `�"I 30 30' 1 �� I , 1 I I 47 ++ I ++ N I E - t- Q w 'i -, ui A I I , co co a v~iv~i w cncn U tQ-�Qdp•� v �Qi¢ ++ I I I I I .-.-i U corn 46--------- (nNZp m V) V) MM U �FQ„ W' ;5Q 352 350 348 346 344 342 340 338 336 r%J , r 1 U 1Q- FQ•- WHALEBACK AVENUE (STA. 10+00.00 TO 17+69.62) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL - M - 8 w - - -- --- o -- --- --- - -- -- - I j 3 z --' _j - N I U U- - -7- , - I-------- U w Lf) C3 --- cq -ul..-- Z 126'20'09" -- VOLUME PROVIDED: 6.56 AC. FT. - - _ '_ Q - - _- _ 134'51'11" -- IQ- (n Ln W - - --- - J d•.�_-- p FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -- O I 0 FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. o 2 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O GUTTER LIP TO A DEPTH OF 12". CURVE NUMBER FOR CURVE DESCRIPTION OTAPER --- -- --- NUMBER FOR TAPER DESCRIPTION ^-� - - SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ITEM OF WORK - SEE SCHEDULE PPROX MATE E (STING PRA CENT RLINE I --I -- ---- - - -- -- - OPOSE SOU - - FLOM- - -- - E -- - -_ - --� -- > ai ° --- - I -------�_-__- --- --- _ --- -- -_ - POSED -- N - -- - OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 4. - - -- - - APPROXIMATE FXISTING- GRADE 0 CEN ERUNE - - - CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. - - T -- > sEcnoN LETTER LD TA. 17+71.11 ELEV. 341.5 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT - s- -ii.25 -- - - - STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT - - . -- 2 _ - - - > AS DIRECTED BY THE ENGINEER. I ---- ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. W 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. � �O 12 PROPOSED NORTH FLOWLINI: - U IS TO GO FROM FLOWLINE TO FLOWLINE. com 1 u+uu 11+00 12+00 � ID 13+00 14+00 15+00 16+00 17+00 UN�T 2 WHALEBACK AVENUE II II 47 SEE LEFT u n 8 8 1 30 I 30' I o cn o 20' 20' oo- - N ". 44 5' , - I j 3 z --' _j 5 N I U U- U l Lj _ 46 , �z -Q $ U w Lf) C3 , L0 o Z 126'20'09" 000�oo VOLUME PROVIDED: 6.56 AC. FT. m^ ' W \ Q 84.00' oI N odQoad 134'51'11" ~d - i-- F-- f z E -- z ci, N 0 O N 45 0 -� oD I0)- z 5 -rte 24' DRAIN _24' DRAIN CE CATCH BASIN NO. 18/ G� N00'S5'27"E D GRADE BREAK 6 6 11+0 STA. 9+91.18 C.L., 0.381.1 (, STA. 9+81.39 F.L. q INTERSECTION u n CURVE TABLE - _ CURVE RADIUS STA. 10+00.00 C.L., FITCHBURG DR.= TANGENT - oo- - STA. 17+69.92 C.L., WHALEBACK AVE. 31.42' co - I 2 35.00' N N I SUMP 3 -4-'-'J U SEE GRADING PLAN FOR DETAILS 89'50'15" U w Lf) C3 S VOLUME REQUIRED: 4.91 AC. FT. 166.06' 126'20'09" o VOLUME PROVIDED: 6.56 AC. FT. 54.98' 1 35.00' 1 90'00'00" BOTTOM OF SUMP:332.30 84.00' 0+o+ ++ C3 .- 134'51'11" U a: IQ- (n Ln W f< jQ NN 352 350 348 346 344 342 340 338 336 18+00 --�---- M rn-- - CURVE TABLE - _ CURVE RADIUS 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' 54.88' 34.90' 89'50'15" 4 84.00' 185.22' 166.06' 126'20'09" 5 35.00' 54.98' 1 35.00' 1 90'00'00" 6 84.00' 197.70' 1 202.06' 1 134'51'11" 352 350 348 346 344 342 340 338 336 18+00 O'Tvv I v_rvv I I+Vu --�---- M rn-- - -- - _ o I ABBREVIATIONS 8 ' Q 18 �' "' W wQ Lo Nz + + �.v a: N !w v~i -- -- - -- - ---- FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE "R5-1' - DO NOT ENTER "S4-2' -WHEN CHILDREN ARE PRESENT m _- `r U a�a !�Q - --- _ jI I� >> 1 L Uj LU Of Lu li �Q < � � i c4 ct v � - �- t- _ -% S _ 0.51 - 1 -- rn oN --- ' cv ri cv ---tM M M M L >: LLJ - a a - w a `A ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7' - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION iQa8:> �Q,aodmULz E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE - Li - - ttt -- - + co u ---- °' a V)� _ -- - S==(}�7q -- - OW POINT B. C. 50' VERT. CURVE 0o I E.C. 00 - _ - - - o0 -Y ; . > uj II V > L,, z m , jo ,� L �w�J (S O ti co to in -iL o -� -- Uw m a 5�+�� o _ , Q ~ c 0 L`' tii c~n- S O 5✓' r SEE rRIHT --.'II�DRA P. 1. V. C. POINT OF INTERSECT1oN T.P. TOP OF PAVEMENT I Q� M- U "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 -- --- -� - -S� - --- -- 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. STD. T-1. + d•.�_-- p FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -- O I 0 FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. - D 2 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O GUTTER LIP TO A DEPTH OF 12". CURVE NUMBER FOR CURVE DESCRIPTION OTAPER --- -- --- NUMBER FOR TAPER DESCRIPTION ^-� - - SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ITEM OF WORK - SEE SCHEDULE PPROX MATE E (STING PRA CENT RLINE I --I -- ---- - - -- -- - OPOSE SOU - - FLOM- - -- - E -- - -_ - --� -- > ai ° --- - I -------�_-__- --- --- _ - - - - -- -- -- - I PR --- -- --- -_ - POSED -- - 5 90 - SOUTH - - _-�-- � _-�" LOWLIN --- -- -- - -- - OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 4. - - _� SIDE NG-- - _ - - - 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: - sEcnoN LETTER LD TA. 17+71.11 ELEV. 341.5 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O'Tvv I v_rvv I I+Vu 11+uu 13+00 14+00 15+00 LEGEND: (CONT. COMMONWEALTH LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: o I ABBREVIATIONS 8 ' Q 18 F.L. FLOWLINE 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 3 + UA > + }� +Q I ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7' - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION iQa8:> �Q,aodmULz 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 0o I E.C. END CURVE P.C.C. TOP OF CURB "Wt -6" - SINGLE ARROW CODES. P. 1. V. C. POINT OF INTERSECT1oN T.P. TOP OF PAVEMENT I Q� M- U "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 so 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. STD. T-1. + d•.�_-- p FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -4- O I 0 FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. - D 2 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O GUTTER LIP TO A DEPTH OF 12". CURVE NUMBER FOR CURVE DESCRIPTION OTAPER --- -- --- NUMBER FOR TAPER DESCRIPTION ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ITEM OF WORK - SEE SCHEDULE 11+uu 13+00 14+00 15+00 LEGEND: (CONT. COMMONWEALTH R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: o I "Rt -1' - STOP "W3-1' - STOP AHEAD 8 ' Q 18 "R6-1' - ONE WAY "S5-2' - END SCHOOL ZONE oo 19 N , "R5-1' - DO NOT ENTER "S4-2' -WHEN CHILDREN ARE PRESENT II "R26(CA)' - NO PARKING "S4-3" - SCHOOL 3 + UA > + }� +Q I "R3 -5R' - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7' - KEEP RIGHT �R "R81 (CA)- - BIKE LANE iQa8:> �Q,aodmULz "W31 (CA)* - END W/OM4-3 MARKER NOTE: 18 "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES � Z "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 0o I "W1-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 11x.2 "Wt -6" - SINGLE ARROW CODES. ++ N N "Wt -1" - CURVE ARROW I Q� M- U "W3-3' - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS V) V) 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. � m • � m m TRACT BOUNDARY �nommmmmUNIT BOUNDARY 16+00 17+00 18+00 �-- FITCHBURG DRIVE UNIT I (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 350 348 346 344 342 340 338 336 V 10+00 11+00 12+00 352 350 348 346 344 342 340 338 336 0 zW 50L VERT_ CURVE - 50` VERT. CUR' V); -j 352 352+_-- -- 352 iS DWG. w '� or - 350 350 --- a"- "' -- -- - Q L>�- -- -- 350 Z W 15 Ity=1 348 348 -> o _348 m r� p W Q J z W WLL'-J ,,� m I Q 346 346 �� T'-�.0 cl� t o - +� ' + �- - - a ' _ 346 U •r' ^' Q _ �c5�w -- -�� ci�R >i3� 00 V) 344 344-s ��� U o= �-�U Q> , _- L`' 344 U- Q W FQ-- 01 W cn d V) (L bi to Z �0 342 342 -�- s=o �.- - - s=_o1287, s3_a5 r 342 340 340 R o As ��. __ � $c-� IDENTICAL POINTS FLD INE -oho. HI H POINT - M M _ 340 338 338 STN. 11+19 06 ELEV 341.92 > > m l+W W W 338 336 336- =�N --a - --� 336 19+00 10+00 11+00 12+00 LEGEND: (CONTE COMMONWEALTH AVENUE II o I SEE SHEET 30' 30' 8 ' Q 18 of o oo 19 N , 20'' 20' II FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 3 + UA > + }� +Q I 0--- zl _ -Ld JJ I �R FURNISH &INSTALL IRRIGATION CONDUIT iQa8:> �Q,aodmULz CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 18 N Ld N N C-� to ,N C-3� (n w o O I � Z Y o0 0o I Q 5 11x.2 w oo X ++ N N o p I I Q� M- U _+ _+ 22 U FQ-fQ- m d (�y-'J N 3 I -4 21 Q aQ ~F V) V) _ UU C310 NN 3 3 °� F CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. QV, d•.�_-- p PROPOSED CURB AND GUTTER LINE O O I 0 i w 04r, CD p "' 2 1 Z � N N GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE --- -- --- - D SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 2 0 N 2b o _ 240.00' 12+00 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS j 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �-- FITCHBURG DRIVE UNIT I (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 350 348 346 344 342 340 338 336 V 10+00 11+00 12+00 352 350 348 346 344 342 340 338 336 0 zW 50L VERT_ CURVE - 50` VERT. CUR' V); -j 352 352+_-- -- 352 iS DWG. w '� or - 350 350 --- a"- "' -- -- - Q L>�- -- -- 350 Z W 15 Ity=1 348 348 -> o _348 m r� p W Q J z W WLL'-J ,,� m I Q 346 346 �� T'-�.0 cl� t o - +� ' + �- - - a ' _ 346 U •r' ^' Q _ �c5�w -- -�� ci�R >i3� 00 V) 344 344-s ��� U o= �-�U Q> , _- L`' 344 U- Q W FQ-- 01 W cn d V) (L bi to Z �0 342 342 -�- s=o �.- - - s=_o1287, s3_a5 r 342 340 340 R o As ��. __ � $c-� IDENTICAL POINTS FLD INE -oho. HI H POINT - M M _ 340 338 338 STN. 11+19 06 ELEV 341.92 > > m l+W W W 338 336 336- =�N --a - --� 336 19+00 10+00 11+00 12+00 LEGEND: (CONTE 19 II 3 - PROPOSED SAWCUT LIMIT LINE �u3 LL is L'- H 0: 1. O o lS 0 o N 3 O Io 0 90335 pI FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 3 + UA > + }� +Q I 0--- zl _ -Ld JJ I �R FURNISH &INSTALL IRRIGATION CONDUIT iQa8:> �Q,aodmULz CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 18 N Ld N N C-� to ,N C-3� (n w o O I 5' m _+±23 24 Q �0 I 20'= 20' cV c 30 30' FURNISH & INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL NN �j aQ 5 ~COM�UE LTH FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT m NN SEE SHEET 8 �-- FITCHBURG DRIVE UNIT I (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 350 348 346 344 342 340 338 336 V 10+00 11+00 12+00 352 350 348 346 344 342 340 338 336 0 zW 50L VERT_ CURVE - 50` VERT. CUR' V); -j 352 352+_-- -- 352 iS DWG. w '� or - 350 350 --- a"- "' -- -- - Q L>�- -- -- 350 Z W 15 Ity=1 348 348 -> o _348 m r� p W Q J z W WLL'-J ,,� m I Q 346 346 �� T'-�.0 cl� t o - +� ' + �- - - a ' _ 346 U •r' ^' Q _ �c5�w -- -�� ci�R >i3� 00 V) 344 344-s ��� U o= �-�U Q> , _- L`' 344 U- Q W FQ-- 01 W cn d V) (L bi to Z �0 342 342 -�- s=o �.- - - s=_o1287, s3_a5 r 342 340 340 R o As ��. __ � $c-� IDENTICAL POINTS FLD INE -oho. HI H POINT - M M _ 340 338 338 STN. 11+19 06 ELEV 341.92 > > m l+W W W 338 336 336- =�N --a - --� 336 19+00 10+00 11+00 12+00 LEGEND: (CONTE CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT PLANS AND DETAILS. �R FURNISH &INSTALL IRRIGATION CONDUIT OZ CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. MOUNTAIN RIDGE ROAD - 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 1-23 T�5 Tgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TR5 TR3=N0. 3 1/2 SIZE =N0. 5 SIZE TR6=N0. 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 O 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 5 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. mom 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. 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 ARROW AS APPLICABLE, TO BE PAINTED O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: sEcnoN LETTER LD NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT L -- - - �N STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 9 O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. > AS DIRECTED BY THE ENGINEER. W SHEET WHERE SECTION IS SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. W 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. � �O 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE U IS TO GO FROM FLOWLINE TO FLOWLINE. a } => couj CA F Z m z c.; - LD L w �N > U W W � � �O U com O O c -i u ctf� w aa_ w ao S > w W w o 0 M M � N N 00 (i INTERSECTION STA. 10+00.00 C.L., WITHERNSEA LN.= STA. 10+00.00 C.L., WINNIPEG OR. / UN�T II 1-i COMMONWEALTH AVENUE SEE SHEET 8 1 N I N II 30 )0 II RADIUS ur3 0 20' 20' Q " N N O O Z 3 -'� J -j " " I CIA Z 03u: Cl oo I �` I JJ Q NO ppUli OCA C3 Li I ZO I m QY u) w t 202 N u7 Q p- I oLi d'd' c�T3 00 °' + o0 3 n Lfl 0000 I ooa .� Lu -- -> O O+w + MPLn xv, QulN 'FOSUU _ Q zl aQ N� o EXISTING O - , w (i INTERSECTION STA. 10+00.00 C.L., WITHERNSEA LN.= STA. 10+00.00 C.L., WINNIPEG OR. / UN�T II 1-i COMMONWEALTH AVENUE SEE SHEET 8 1 N I 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 � I I"N15 z Qa I c-- (nV) II 3 z' 00 i 114 27po � I 2 I 3 N 00 M � I C3 ti - °o I Z - - p 0 5' 28 ++ 5 13 N N 30' 03 N N COMMONWEALTH AVENUE SEE SHEET 8 WITHERNSEA LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50' VER I I 30 )0 17 RADIUS LENGTH 2520' 20' 20' Q DRAIN 1 ; I U LL: 5. u 35.00' 2 I _L 3 26 0 0 INS Cl oo I 2225'35' Q--- 3 d +1 r-\NN ' � w3 ZO I w + 1�Of���� + 3I BILIN w� I16 o � o m cn cn -''� oo I o0 �N N�Lo 3 0l 2- TE---- �, zl w N� o EXISTING O - , w 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 � I I"N15 z Qa I c-- (nV) II 3 z' 00 i 114 27po � I 2 I 3 N 00 M � I C3 ti - °o I Z - - p 0 5' 28 ++ 5 13 N N 30' 03 N N COMMONWEALTH AVENUE SEE SHEET 8 WITHERNSEA LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50' VER v"I1+00 ' N ---+ 7 00 2ZE_ _ p _ RADIUS LENGTH S - DELTA 18' DRAIN 1 ; I 202.06' 134'51'11" 2 35.00' 2 35.00' _L 3 I 13.70' 6.94' 2225'35' 90,344 0 31.42' ' O 5 84.00' ,owl zl 166.06' 126'20'9' N 50 N N CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. � 1 I o0 ' c3 O Z J 1 - TE---- z w N Z Wok J a w N� w N� o EXISTING O cn o 20' , w u) N 0049 m cp u) ++ 00 - -� - {3 _ Q3 ® Q� ci N Lw N 30' 30' - � Q a d WINNIPEG DRIVE w V' V) C__�,' SEE RIGHT 352 350 348 346 344 342 340 338 336 352 350 348 346 344 342 340 338 336 � I I"N15 z Qa I c-- (nV) II 3 z' 00 i 114 27po � I 2 I 3 N 00 M � I C3 ti - °o I Z - - p 0 5' 28 ++ 5 13 N N 30' 03 N N COMMONWEALTH AVENUE SEE SHEET 8 WITHERNSEA LANE (STA. 10+00.00 TO 12+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50' VER 352 CURVE TABLE 350 CURVE RADIUS LENGTH TANGENT DELTA 1 84.00' 197.70' 202.06' 134'51'11" 2 35.00' 54.98' 35.00' 90'00'00" 3 35.00' 13.70' 6.94' 2225'35' � 20.00' 31.42' 20.00' O 5 84.00' 1$5.22' 166.06' 126'20'9' j RIGHT-OF-WAY G.B. GRADE BREAK 0 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. ro >APjPR0XIM -- - - --- Ld p Z SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - TE---- z w N Z Wok J a w N� w r °�._ oo o EXISTING O GRADE cd CENT€R INE > Q !I N-- - w N 00 W O1 - -� - {3 _ Q3 ® Q� ci N Lw N SECTION DESIGNATION: - I Vel - LLL-. N EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 5=-0.5 !� � -oi5�q sa o - i =- o^� -- - 11 - SE& f IGH Lb - w co 8 00 I;E Q - N S=o.51 _ 1� SIDE THIS - DRA N N N N 00 cn POIN - - _ LPW -_-- ,4•, c,4� t S + 8 ELi4 - - _ w 0 _- 4>,' L? r7 r7 U Z - ± www w GRADECENT RLINE w w w o_ a cau- 0 V) 10+00 \ 11+00 12+00 II. WITHERNSEA LANE S SEE LEFT UNIT I N II 30' 30' ARE ISLAND DRIVE 1� J � I I o -- "ZO' ci-4 5 h , I I I I I o SEE SHEET 13 5' to IL, ILLS' J ILJ�: ,J ALJ J i� J 'J -� I_j 1-3 I ( " 30 "I - Lo Lo �`' S o 0 o p o LL Iti L (� LL ILi I� � ISL-' ' I J -I 20' ' ++ �- � Iq 049 �; 48� �47 o p o $ o 0 0 $ o o p to U,z -- + + 46< 0 I00 45 jf4)� 44>_ 0 � 043 u; 42> 0 41 M p + 3 0 M ¢^ Ico ¢ O IM ¢ t\ OO O O 00 O w+ I� �+ +�+ + 3 +¢o ¢rI ¢o (�lul0 40 0 u;r 39 I > w I.- w IN + 3+ + 3 + ¢ � ¢ o IM Too n w of I Iw N IN w (,.� + 3 + w Id 3 + + 3 0o c) I^ > > I.- M IM w tit 3 + + + ,n I o w u-, m co STA. 87++00.96 C.L. 75.19LT.= Lei N N Q I^ > �`' ,�- > I•- lug + + + w <r o Q o a tv-1 o d a o d Q d ' > IF O¢ Q 5' I STA. 17+72.94, F.L. Q N ' (_4 V) Nc;✓N c�v~i N N N o< No o< iQo Q Q O Q Q I'� CATCH BASIN NO. 20 G.B. O I Lu �' �' " N N N c� n N N o N N F F- o iQ c5 w �N NDN 47NN� 64 STA. 9+71.00 C.L., 55.00LT. ,\ ooI - -" -- - - _ N STA. 9+21.$7 F.L. Z ' 2 -- -- -- -- - - - - _ , \\ - 2 S0 1 8" SEWER o o 5 / S.1 '�f R ' S89'04'33 "E 11+00 S 1 02 0 - - S - i N M _ - t-- s - - -8. R 2 s I / S q6R VE ?925 F\ INTERSECTION 13+00 14+00 -� s �0 STA. 10+00.00 C.L, WINNIPEG DR.= ti 3 1 15+00 16+00 674.42' i STrq'ti , 6 51 Fc. O M STA. 10+00.00 C.L., WITHERNSEA LN./�� O 90345 2 _ 3 �s�q'osX SFoA -}Sx F (�� SUMP ` ` - - ~ c IL`- IL` 'L� 'LJ Li (J LJi Q I-3 J (� J I J J II �iy �� LL LL I� n x 9 d♦ q " °�° °�° ^ Oro 00 00 '0D °° I co I� ( IL` IL'- L` w �- ,�' LPA\`,'o , ��2tiA o pi , 0 n � 00 0o 00 ro I F a ui ¢ 0 0 r r r` P 9o \ F o r 00 ao 00 0: Q N N 12 + + + + o � t2 o ¢ � u;¢ ^ u Q 0 ulQ 0 0 0 060 r tolu: w + + w+ +w+ I 3+I�3 + Ip 3�I,n3� Io¢d. a� N N Io �J %� 51� = 1= =52 ►`^' 53� " ►`:' "54 I+ + w + 3 M 55 I� > M56 I 57> ,� > X58 I� > �� Y" IN w o v w N ~i> IF o '- IQ o 'Q o i¢ 'Q d I O d I O I'- o I-- 0 LL w -S _j+ 6 1' < '�\� _ or IN cam+ n IN c� N- cam+ cn �- Q F Q ¢ Q ¢ 1 o d o a I cc 03 L,: o v IN I C -i N I~' C -i N IF-- F- F F-- Q E-- Q N N m .n\O lV� co coo $'p V) N N N IN to I� N C� N IN •� W M n Q \ t 352 352 CURVE TABLE 350 CURVE RADIUS LENGTH TANGENT DELTA 1 84.00' 197.70' 202.06' 134'51'11" 2 35.00' 54.98' 35.00' 90'00'00" 3 35.00' 13.70' 6.94' 2225'35' 4 20.00' 31.42' 20.00' 90'00'00" 5 84.00' 1$5.22' 166.06' 126'20'9' 352 352 350 350 348 348 346 34-6 344 344 342 342 340 340 338 338 336 336 IDENTICAL POINTS 10+00 11+00 352 LEGEND: 350 348 ABBREVIATIONS 346 F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE 344 C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 340 ELEV. ELEVATION E.V.C. END VERTICAL CURVE 338 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION � E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE - - N BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -- E.C. END CURVE P.C.C. TOP OF CURB LLj- P.I.V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT N "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 0 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. M -- - - --- wj J- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - W M-- -0-- PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. w APPRO MATE E ISTING 4. o w O W O1 GADE ENT LI E ® _ ITEM OF WORK - SEE SCHEDULE CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: - CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 Lu - EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 -r - o - i =- o^� -- - 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER - t7]N Lb V1 trl- w INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 00 I;E Q Arl -Y S=o.51 00 cn _ PROPOS EAST FLOWLI -E c,4� - _ 0 _- r7 r7 r7 U Z - ± www w GRADECENT RLINE w w w o_ cau- 10+00 11+00 12+00 352 352 LEGEND: 350 348 ABBREVIATIONS 346 F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE 344 C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 340 ELEV. ELEVATION E.V.C. END VERTICAL CURVE 338 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 LLj- 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/W RIGHT-OF-WAY G.B. GRADE BREAK 0 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ - - EXISTING SURVEY MONUMENT -+- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -0-- PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -ED- 4. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O O CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® >- ITEM OF WORK - SEE SCHEDULE 12+00 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 ++ m ++ 1 59 00 1 I I �� o,�,, �� Q 00001N O== I 1 ci \ 1 1 - - - - -- � U -- -1�- --- u+i u+i 1 \ V) FQ- hQ- IQ- U a NV) W V)N FQ- � U APPROXIMATE GRADE ®CEN - - =0 27�- NORTH F OLOV&I O] oN IQ -IQ - - - a V) V) WINNIPEG DRIVE (STA. 10+00.00 TO 16+74.42) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Ito 1 u+uu 11+00 12+00 13+00 14+00 15+00 16+00 352 350 348 346 344 342 340 338 336 17+00 Imp -9 0' VERTT- -- SEE- LE THIS -- + - - �_-_ - - - -_ - -- - - - - -- __ - - -- -1�- --- - - - - {--- -- - - - - - - - APPROXIMATE GRADE ®CEN - - =0 27�- NORTH F OLOV&I EXISTING_ ERLINE - - E _ - - - - - - - - - "R81 (CA)- - BIKE LANE - "W31(CA)" - END W/OM4-3 MARKER NOTE: o - - - "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "Wt -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA - LLj- Z "WI -1' - CURVE ARROW "W3-3' - SIGNAL AHEAD 1 u+uu 11+00 12+00 13+00 14+00 15+00 16+00 352 350 348 346 344 342 340 338 336 17+00 Imp -9 0' VERTT- -- SEE- LE THIS -- CUR NL SIDE WG. R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS - - T- - - "R5-1' - DO NOT ENTER "S4-2' -WHEN CHILDREN ARE PRESENT T----- -- - - - "R4-7" - KEEP RIGHT - - - - - - - - "R81 (CA)- - BIKE LANE O "W31(CA)" - END W/OM4-3 MARKER NOTE: o o wj Li f "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "Wt -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA N -- c+v "Wt -6' - SINGLE ARROW CODES. "WI -1' - CURVE ARROW "W3-3' - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 7r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. -- SEWER - REFER TO SEWER & STORM DRAIN PLANS - - SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -- ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS - 1> Q ILj x O w - PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. - -- tI --- - 4. O T O - uj ls.i-- O >- O CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: - CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 -- - -- - EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. > V 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER w�--�APPROX CALTRANS STANDARD SPECIFICATION 8010-21C-19. w INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 00 Q 00 cn r�--- - MATE E (STING 0 U o ± w GRADECENT RLINE o_ cau- 0 V) _ w Ln w Q v~r Qo ;Lc- axM�> V)iz r3 u j - - - �- -- - - 5=0.27 - - - N - _ S-_-0 - - 647.- -- -- ;LOW POINT s -- PR OSED - OUTH LOWLIN - -- - -- -- -� _ -- - -- - - STA. 9+ 1.83 EL V. 341.34 - -_ - - - - -- -- -- - -� 9�fiallj LEGEND: (CONT.) NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS "Rt -1' - STOP "W3-1' - STOP AHEAD IR "R6-1" - ONE WAY "S5-2' - END SCHOOL ZONE is "R5-1' - DO NOT ENTER "S4-2' -WHEN CHILDREN ARE PRESENT Tai TR5 res "R26(CA)' - NO PARKING "S4-3" - SCHOOL 2. "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT - - - - - - - - "R81 (CA)- - BIKE LANE O "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 "Wt -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA ® "Wt -6' - SINGLE ARROW CODES. "WI -1' - CURVE ARROW "W3-3' - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 7r 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 1 u+uu 11+Vu 12+00 LEGEND: (CONT,, NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT Tai TR5 res FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 2. TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED CURB AND GUTTER UNE - - - - - - - - RIGHT-OF-WAY & LOT LINES O CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED ® CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED NOTE: 2. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 13+00 14+00 15+00 16+00 17+00 352 350 348 346 344 342 340 338 336 18+00 CONSTRUCTION NOTES: NOTES: O 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. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. MOUNTAIN RIDGE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 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 95% RELATIVE DENSITY ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. ST -9. "B" 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. OVER GUTTER LIP TO A DEPTH OF 12". 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 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. "A" 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS 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. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER O O CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SECTION LETTER ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. > V 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. w INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN } mN J az Z � o Z U O (n w > V w r cn co 0 U w o_ 0 w Ln w w� Q N s 'UNIT I I I I 1� IA 6 3 IM 3 00 M (M o Q IQ o Q I� CSN N w i CURVE TABLE n Y � 2 LENGTH TANGENT N O� 0 20.00' 31.47' O O Z ; J J 6 u- o NO I n � cfl 60 O ++ 00 MONHEGAN WAY o 19.24' 59 � S SEE SHEET 14 co•� ° �� 3 3 � 30' 1_1 30'L116 r i 22'25'35" 0 a_0 I Xs� qr F� / 9 CVUTA 'UNIT I I I I 1� IA 6 3 IM 3 00 M (M o Q IQ o Q I� CSN N w i CURVE TABLE n Y � 2 LENGTH TANGENT DELTA a 20.00' 31.47' 20.06' <9 < 2 20.00' J 19.94' 89'50'15" 3 MONHEGAN WAY o 19.24' YD (Y ��? � S SEE SHEET 14 co•� ° �� N > i 3 � 30' 1_1 30'L116 J� i 22'25'35" 0 a_0 I 20'_I_ 20'(3 Lz CVUTA 62 65 _ 5'== Z uItz 85'50'15" �A -' IW _ 194.44' � � U U o++ Z I� 185.22' to �� + 3N a C5 C9 �o�,o'M±>NON 500.00' 20.82' 10.41' 02'23'09" 11 480.00' N N 4 c2 02'23'09" - C-ZC�I�N(nZO�N� r m ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS - PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) M INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY CONN N oo Z 339 CALTRANS TYPE IV ARROW, LEFT OR RIGHT m N M 3 > � RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. _ - - -_ 1 UM---- �- M CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED 'UNIT I I I I 1� IA 6 3 IM 3 00 M (M o Q IQ o Q I� CSN N 5g A� N00'45'42"E n _18-- QKA�"� N00'45'42"E 12+00120,00' 13+00 - - _ _ - _ I _ N00'45 42"E + 14+00 120.00 11+00 S_ - - ---+- - / S_ 8" SEWER s8" SEWER s / 7 1 I n NOT56I �J S '1 � D � I / -- - -- _- A• 9+32.Akl/v i 9 ---J 3 n u n u 3 3 1 1 90340 o 0 57 1 o. N 32 0 l $Q 31 M 1 Z( .- 3 N 3 W N Q Jo0 V�- 0u- au dL,: I zl 1 ' --- ;-_ _(cm, co I I 00 00 0 Q of ai -3 vi of -- -- 20' 2 z �� Z3 I cid omrn 5 o+o J m ++ zo O 30 ++� w i CURVE TABLE n Y � 2 LENGTH TANGENT DELTA 1 20.00' 31.47' 20.06' <9 < 2 20.00' 31.36' 19.94' 89'50'15" 3 20.00' 30.64' 19.24' YD (Y ��? O cDCV 67 20.00' 66 ° �� N > i Iw 35.00' 13.70' 6.94' 22'25'35" LZ w 53.62' CVUTA 87'46'35" 65 35.00' Z 34.90' 85'50'15" Q p N Q 194.44' 191.49' 13237'46" I 84.00' 185.22' 46 ;t 126'20'09" 10 500.00' 20.82' 10.41' 02'23'09" 11 480.00' 19.99' 4 c2 02'23'09" - C-ZC�I�N(nZO�N� r m ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS - PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) M INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY 5g A� N00'45'42"E n _18-- QKA�"� N00'45'42"E 12+00120,00' 13+00 - - _ _ - _ I _ N00'45 42"E + 14+00 120.00 11+00 S_ - - ---+- - / S_ 8" SEWER s8" SEWER s / 7 1 I n NOT56I �J S '1 � D � I / -- - -- _- A• 9+32.Akl/v i 9 ---J 3 n u n u 3 3 1 1 90340 o 0 57 1 o. N 32 0 l $Q 31 M 1 Z( .- 3 N 3 W N Q Jo0 V�- 0u- au dL,: I zl 1 ' --- ;-_ _(cm, co I I 00 00 0 Q of ai -3 vi of -- -- 20' 2 z �� Z3 I cid omrn 5 o+o J m ++ zo O 30 ++� 354 352 350 348 346 344 342 340 338 30' - I .- •- ►1 w i CURVE TABLE o �: CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.47' 20.06' 90'09'45' 2 20.00' 31.36' 19.94' 89'50'15" 3 20.00' 30.64' 19.24' 87'46'35" 4 20.00' 1 36.27' 25.56' 103'54'33" 5 35.00' 13.70' 6.94' 22'25'35" 6 35.00' 53.62' 33.67' 87'46'35" 7 35.00' 54.88' 34.90' 85'50'15" 8 84.00' 194.44' 191.49' 13237'46" 9 84.00' 185.22' 166.06' 126'20'09" 10 500.00' 20.82' 10.41' 02'23'09" 11 480.00' 19.99' 10.00' 02'23'09" 354 352 350 348 346 344 342 340 338 30' - I .- •- ►1 w i F= o �: - 20 I 30' 30' v Q a WHALEBACK AVENUE w N N ¢ a l N v) '� o- o -- cel N ± 0� rQ (n COMMONWEALTH SEE SHEET 10 - z _- -� W 1 _ - I Wim-- t J ELEVATION E.V.C. END VERTICAL CURVE 50' ERT. CUR a a SEE SHEET 8 - M - Q W CA (j �- Q + '- <- F- (n 00>- 1 fz)l N N - °' u 3 I N 8 I 7 I U u: � " 9 54 .NUE W Ln W It I 0 II II ill' U 3 F- FJ-- J W O O �M UNIT 5 SC) 0 FLAMENCO WAY (D MM u C`' ° �- SEE SHEET 14 Y `" N M> n ~ 1 a� o� -4 A1 30' 1 130' .-j x c5 u:: Z u-> W I oo N j J J ( 20 20' O0 Z M w-4 o "' / p �` !i`' 1 69 L_ !� of Iw �� a No v- J I cv 2 IJ / oppQ. O O U O c0 5' 000 m 0.--�p r r7 6 8 r7 M M O co N N n _ 5 ++ ++ ( l� Li J Lr_ M � La c0 Li L� U a ra ai ra o; n � � o_ � � 1 I r` � � � a N 1 rn o> I ci L, ''� rn w+ 1+ 3 + + "' _ K I a �w 4>- 6 >_ Lo 11 � � N�� Z �' / QUO > n 'n > > I� - Z I� ad ad a o Q oo'o Q o; `r °$ r;Q o ^ `° O J �' Qp' Q Q- Q Q (� I-- 1-- v 1 - I- 1- 1- F- t- I- w + 3 + 3 I co �0W3 + + +�� ' co O 4 Fa- O Ia- O m N N C-3' N N w o W N N C-3� N to Z 0 00 ^ a+0 0+0 a+0 o+p> 00 00 °DI.- �5�� ��' y>/� kO .C.! cj ~n N c n c to N (n ^V J X G O 70 -5 6M 3 71 � o� �t;Q ,-4,a �N per / / M Ip C3� cn c� N NIm f 7 (nom Na ^OX O 00 _j 240.00' 15±00 p 16+00 2 p" DRAIN 1 +0 18" DRAIN \ O� 1c/gF�' - - - T 18+00 ; 6 5 s 8 SEWER s _ N NO3b8 -_ 19+00 5� / py � F _- 1 I 2 I 10 S_ 1 8" SEWER s +-- 1T7- - \/ I SSP 5 / 18 3 1 �3 Lz JL.: J J J Li L� L.. Lz Li F- t- _j J J >- - 1 AD. _ R S o M a: 6" W M � _'47'3_ �- 4 I� M N, w w w J N05 0 903 3 O >_ °' rn> o' Ivy rn ornl rn o !�' o ''- Q v LL F.L N w z N a °' I4 Q 1� > o; } o; v `t o !� ° o o LL ` 9030 .3 STA. 20+28.12 o cn M co a l a 3 f-= fl Z M M 1� + + 3 + + 3 + + + N N `� 2 In ¢ o a co N > v u- ooI oo o -j n N co co co o - ^ + 3 + N m N ¢ o I-= > " J 3 J J w+ + + 3 u7 I� a co o �, I ��o I�� 5 '-- 4F��IQ^d��I^�,�� �_�^ ���w++I+ o IO 1 6 0o co ao rnop Q a n d Q a Q Q ¢ > A co w o cn 00 M fc*, m O0 c-' v~i �N c� v~i (N 1--I I- °j 0 0 IFa- �t i ¢ a Q o I^ °° 61 N 1z 5' cn of of 1 c Ln v> c� cn � � c- I�- ;-- �¢ Q Q a 1 P.R.C. + + 20' _I 20' I of 0 of 1 0 of V) c� Ln I - I- Q ¢ o d o c� cnLo U0 I- STA. 19+86.10, C.L. 84.O1RT.= ++ 6 I O 0 0 M N M I N N C� (n IN F-- _-1 1 5' 30' 0 30' i U d Q I I ++ _ °n ^ n n 1 Fj 2 1 c� cn ^ 20' - 0' STA. 20+70.84, F.L. N N MARDAL AVENUE w N c i c3 ,Qv a d v Q d Q I I "� 30 1 30' 7 I- I. E- F-- U {.- , SEE SHEET 6 °' V' °' `" "' ``' in V' `" L' ± rn BOGART DRIVE SEE SHEET 2 m cn cn PACKWOOD DRIVE (STA. 10+00.00 TO 19+60.18) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL RADIAL TABLE RADIAL BEARING R1 S8914'18"E R2 N86'51'08"W 354 352 350 348 346 344 342 340 338 I V VV 1ITVV LS Z�lWi 14+UU 15+00 16+00 17+00 18+00 19+00 -- - -- 'M � M J -- 60' VERT CURVE ABBREVIATIONS W - _ -yy ---- - - _- -� W 1 _ - I Wim-- t J ELEVATION E.V.C. END VERTICAL CURVE 50' ERT. CUR O - m - M - Q W CA (j �- Q + '- <- F- (n 00>- 1 ,n - --- _ M 00- 1 - - °' - --- - - - --- -- -- - -- - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- RIGHT-OF-WAY G. B. GRADE BREAK o_- m-- M-- --- CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - -- ® EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. - - -- Li - - --- -- - - -- - - ---ocr- Lo FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 -- - - --- I> L] o= U -tt] t/� - _ -S=0.519 m N �- --- t wliw a ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ITEM OF WORK - SEE SCHEDULE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. - + --- N -_ - Z --- T m ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS - PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) M INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY - PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. AVII CALTRANS TYPE IV ARROW, LEFT OR RIGHT m N M 3 > 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. �- 1 UM---- �- M CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED -_- .-_- v .. S=sO?28%- J-- _1'7 0: ❑J.T" Z >' '--- --- LLJ - m ---- is=0.25." - _- - -- -_ - - -- - f- N --, ----- -- ---- Ly �- L.. o:: la m _ _ C� - INE - _ - - - - 11 0) 'n M M AID� '`) ??� rl J -- - J -- - - ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. -- REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. - - Z W O EAT FLO P - OPOSE -- EAST OWLIN a V O1L� --m1+- h PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER - �W II UW U _ HIGH PONT Q - STA. 111+20.00 E CALTRANS STANDARD SPECIFICATION 8010-21C-19. - EV. 343.6 - J Vz ul- 1 J- tLj NY f� Oto010- INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN oW N a W - - IS TO GO FROM FLOWLINE TO FLOWLINE. - -- - - - ril -- - - - - -- w - T-- - -- sx o w _ (D EL o w ,l J 1 W < of m • _j 1 'o co a a� � N - s N w N pol-< tonz- CMN 0-. �- ��� -` Q Q cr - - PPROXI ATE E (STING - a o E T I - - `+ _ N LLi C m w coil vF4iz N Tr7ao ST025 " S=Q 5 ==0 4 - -- - - -_- c�aF'z o - S=0.25% N -� --- -�� --- 00 _ - -T .27% !S=0.25,'*'- s=rlbq� U?ri 0 2 =0,a7i -- - -- - - ROPOS .D WEST FLOWLI E I PROPOSE WEST FLOWLI E - _a? -_ - -. M P OPOSED WEST OWLIN LO POINT M M M M - - -- _ ,�, N�j alo �� STA 14+74.4 ELEV. 342.96 > - --z�,jN - - - W d W WL Q 1 _- - W W W W W m --- - tF-100 cn --- -- - - 354 352 350 348 346 344 342 340 338 I V VV 1ITVV LS Z�lWi 14+UU 15+00 16+00 17+00 18+00 19+00 -- - -- 'M � M J LEGEND: 60' VERT CURVE ABBREVIATIONS W - _ -yy - ---- - i _- -� W 1 _ - I Wim-- t J ELEVATION E.V.C. END VERTICAL CURVE "R4-7' - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION O - m - M - Q W CA (j �- Q + '- <- F- (n UT M �-- �--- O _ -- '- - - - _ 1 _ - E. C. - - "Wt -6" - SINGLE ARROW CODES. i W M_ W r5 - -- d --- v.-_ 00 -- c0 -- Q >_- w o rn CU N d _N�-_m STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS R/W RIGHT-OF-WAY G. B. GRADE BREAK 7r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. M - J -'" -- W --� + d -- r Q M id ' to �_._ I - m S= 0 51 ' - o co N -,K) vi � ; � _ IMM M J J J d itJ aaa'' -- t ® EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. o - c�i J <Y Lu co oq W J Q 0] F C) S=x0.51 -�, po o a? o W Wa w�,w - -- - --- COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND - - �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. O1 -- - - -- I> L] o= U -tt] t/� - _ -S=0.519 m N �- --- t wliw a ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ITEM OF WORK - SEE SCHEDULE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. +- + --- N -_ - Z --- T m ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS - PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) GRADE CENT LINE INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY - PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. AVII CALTRANS TYPE IV ARROW, LEFT OR RIGHT m Ln S= 0 5 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. �- 1 juP CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED c �' PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. v .. S=sO?28%- PROPOSE S 0.26 - EAST FLOWLINE ® - -- - - _ -- -- - ---- is=0.25." - _- - - - I -_ - - f- N --, ----- -- ---- Ly �- L.. o:: la m _ _ C� - INE - _ - - - - 11 0) 'n M M AID� '`) ??� rl J -- - --- _ - - - -- - - ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. j0 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. X PROPOSED EAT FLO P - OPOSE -- EAST OWLIN a V O1L� --m1+- h PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER - a U _ HIGH PONT Q - STA. 111+20.00 E CALTRANS STANDARD SPECIFICATION 8010-21C-19. - EV. 343.6 _ 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN W - LPi 1W1�J Ar"wrivi LEGEND: (CONT. J LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - ABBREVIATIONS O F. L. FLOWLINE 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 ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7' - 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, BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E. C. END CURVE P.C.C. TOP OF CURB "Wt -6" - SINGLE ARROW CODES. P.I.V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT 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 7r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® ® EXISTING SURVEY MONUMENT -+- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 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. �- COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 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. O1 GUTTER LIP TO A DEPTH OF 12". CURVE NUMBER FOR CURVE DESCRIPTION OTAPER --- -- ---RIGHT-OF-WAY NUMBER FOR TAPER DESCRIPTION ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ITEM OF WORK - SEE SCHEDULE Ar"wrivi LEGEND: (CONT. J RI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - "Rt -1" - STOP "W3-1' - STOP AHEAD O "R6-1" - ONE WAY "S5-2' - END SCHOOL ZONE 1. "R5-1' - DO NOT ENTER "S4-2' - WHEN CHILDREN ARE PRESENT Ts "R26(CA)' - NO PARKING "S4-3" - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 "R4-7' - KEEP RIGHT IR "R81(CA)' - BIKE LANE O "W31 (CA)' - END W/OM4-3 MARKER NOTE- 2• "W14-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "Wt -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "Wt -6" - SINGLE ARROW CODES. Ic "Wt -1" - CURVE ARROW O "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 7r CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS.. Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. `NNNNNNm �■ � TRACT BOUNDARY "N" m " " m m _ m m � _ � UNIT BOUNDARY 14+00 15+00 16+00 17+00 18+00 19+00 20+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 21+00 LEGEND: CONT., J CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O 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 PLANS AND DETAILS. IR FURNISH &INSTALL IRRIGATION CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD - ST3 2• MOUNTAIN RIDGE ROAD - 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 TU T�5 Tgs FURNISH & ISPLICE BOX FOR INTERCONNECTE UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Z TR3=N0. 3 1/2 1/2 SIZZ TR5=N0. 5 SIZE TR6=N0. 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 ONES O5 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 >v 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. AVII 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 juP 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: NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 sEcnoN LErrER q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT _ _ - - STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ORELOCATE 9 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. j0 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 0� PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER U CALTRANS STANDARD SPECIFICATION 8010-21C-19. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN W A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. } OJUiN J z �CD CD Z U O (n w >v w� �V) N m 0 U W Cl (n s a� � N s /i i - /,,P"7,5 r l -5"_ 354 352 350 348 346 344 342 340 338 a 11 WINNIPEG DRIVECOMMONWEALTH AVENUE SEE SHEET 11 0 If. It „ MARDAL AVENUE SEE SHEET 9 ESMERALDA AVENUE n - - - - -� 30' 130' ,J I q Q o 30' 30' o SEE SHEET 7 Q SEE SHEET 5 _ v� 0 30' 30' a' z u zo' zo' 1 $ 40 I -Q 37 O 20'� ;zo' O o Q 30' 30' o o I Q N I 5' N 5 LCD N 2 20' No 2 7 51 20' " 20' I 1 I �J J� I I�i�.J I uj O O 6 O J ( U _ 5' , U u- 3 I J N I P.R.C. �' �-- _ - J'� - ^'' - - n o o _ - r "`` I 1c`� `` �' c 6 STA. 17+42.65 C.L. 87.05LT.= ci o o I o O O I O o -�„" "' - o o o0 o - - - --�, - -? --i STA. 18+30.28, F.L. 3I w I ,ri Ya oo , �o �o I N coax i ��} I I'� oo pup0 - �. p+, . � �- D: N N N O N N I 1 I N N d+' d' I 6 I I uN+i i j I F O O O O -�-,�- QI o0 39 m +± I +o+ 38 Z �, 1 o: 4 I 3 I U S$ uiui I M 1 I ,� =�' = U c3 lam a v as 3 I ,� o: vwi ++ d Ww QQ z m V)� V)ul d QQ �� �� 2 I x (00 1 �o 00 I N f- F-- (�� Q Q I - Q Q O t,.i N (n ( m N N I Z LJ N N (.� N N 1 c -->j N N 3 1 M 3 I I L�.! cn N I Z Q Q V¢ d I Z 61 I °° M 3 z 3 V)V) m (A� �� ► 76 P -- _ _ -- 0 1 _ / z c-� V) V) Q DR�� �9 05 F 1 P 9k R _m - 4 n z I - 5� �541 00 �'� F x'' 1 I 1 1 cO I 1 N�q rt9/t�9 \ 6 11+00 12+00 13+00 18" DRAIN I r' 14+00 2 2 16+ 0 3 9 N00 55'27"E 120.0 N00 55'27"E 120.00' - - - NOO'55'27"E 120.00' 17+ - - - - - -+- - 7 E _ - �5+�°- °� �R kyT 2 �, % 6' SEWER s _ " S s - I - SZP 62 pPOy" % 1 2 I 1 2 18" DRAIN 1 ' N M 8 SEWER 8" SEWER 1 o 3 3 3 J II ¢ Y J 1 J Q Ln It33If - i I� Q JI w U IJ w 13 J IJ 11 I� ►= J I� J Z o LL a j LL n 3 3 I Q o0 0 o J I m o f o I I o IL`- �d I�' . o: 3 Z o p Q 0 O O O O o O �o �0 o 8 og o o o o a O> ri z �I�,J, w a >- r o 0 o M O) rn Q 3 0 p II Q u'i O Q ,ri } ?- Z Q O >- O }.: O • Y D y O 3 N q n rn N O Q O Q N 00 %V ? co I O w++ p �o a o-= ®� 3+ I.- 3+ R �o Q rn I,_ 3 N g J �� a a, IO a ZI N6 rj� = N > N w�NI O > NIM M6V I+ 6JW I W d+'y--inin �+ ��J•'�3., + + 64 `� I I I.- - M > > W,� aI.- ' -3J zI N +�, ➢+� 1 J-' o IQ o Q a�1`°0 a dIQ o Q I o Q I o I � cis 1 , r �o� U ti ( (n �"" F-- V- U Fa- N Mj F' }- F- Q E-- Q Q li Q 00 O Q IQ O Q O I 7 3 � Cvi CO li (n � N C� (n C� (n F- F- 1- F, Y 00 F-- �.... �-- // L7 2O' _ 2O' 1 O O J J �) O �� IN IN (/� IV) C� c i N Q COO C-ij (n N Ci N S O I (O tJ+ 1 30' I 30' 1 a o0 6 6z c0 ci Z ci d I m °° °° 4:4I + + 20' _ _ 20' ^� o Ivy oW 1 1 1 70 oo -- 71 72 �� I 30' I 30' ui 0 o MATAPAN WAY _+ + ' S Q So Q U Q �I Q Qa I COQUILLE WAY + + U m003 SEE SHEET 14 '�` + `fl o LZ W ij 0000 r F- c0 c0 4 N1•�1\ STq-9\e 1 STq.N STq �R�pnpN, F\ ?4 f2 p f� 8 �� 75 MFRq�Ogp pR ?s .6 PF x�O9i 0- \- yo 8� �\ 74 u�'\NND. NN W NN w NN Q NN Lu W N �N m NN SEE RIGHT Z 6w (Z� cl: nn C3o oN NNZ[] UNIT lcnv) FIRE ISLAND DRIVE (STA. 10+00.00 TO 19+60.18) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 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 9+00 10+00 1 354 352 350 348 346 344 342 340 338 11==1 I 0 51 Z t INTERSECTION STA. 10+00.00 d STA. 16+00.00 0 354 CURVE TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' --- - 20.00' e W-- 20.00' 36.27' 25.56' 103'54'33' 3 35.00' 54.88' 35.00' 90100'00" 4 84.00' 185.22' 166.06' - �--�-` - -_ PRgPOSED- - ST0.64% 3OUTI-F FLOWLIN 90'31'15' 6 30.00' 1 46.85' 1 29.73' 1 89'28'45" Q ® EXISTING SURVEY MONUMENT -+-- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + .257 FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- 9+00 10+00 1 354 352 350 348 346 344 342 340 338 11==1 I 0 51 Z t INTERSECTION STA. 10+00.00 d STA. 16+00.00 0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 354 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' 90100'00' 2 20.00' 36.27' 25.56' 103'54'33' 3 35.00' 54.88' 35.00' 90100'00" 4 84.00' 185.22' 166.06' 126'20'09" 5 30.00' 1 47.40' 1 30.27' 1 90'31'15' 6 30.00' 1 46.85' 1 29.73' 1 89'28'45" 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 LEGEND: (CONT.), 354 LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 350 ABBREVIATIONS 348 F. L. FLOWLINE 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 342 ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION W W d 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 "Wt -6" - SINGLE ARROW CODES. P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT 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 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STT). ST -13. Q ® EXISTING SURVEY MONUMENT -+-- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + .257 FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. �- J _ W 4 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. O RIGHT-OF-WAY & LOT LINESO CURVE NUMBER FOR CURVE DESCRIP11ON O1 TAPER NUMBER FOR TAPER DESCRIPTION ® 0 ITEM OF WORK - SEE SCHEDULE LEGEND: (CONT.), 354 R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 350 "Rt -1' - STOP "W3-1' - STOP AHEAD 348 "R6-1' - ONE WAY 'S5-2" - END SCHOOL ZONE 346 "R5-1' - DO NOT ENTER "S4-2' -WHEN CHILDREN ARE PRESENT 344 "R26(CA)' - NO PARKING 'S4-3" - SCHOOL 342 "R3-511" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 340 "R4-7" - KEEP RIGHT 338 "R81 (CA)* - BIKE LANE W W d "W31 (CA)* - END W/OM4-3 MARKER NOTE: cd "W14-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES - - ----- "W14-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "Wt -6" - SINGLE ARROW CODES. 1c "W1-1' - CURVE ARROW O "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 ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. i • � m w � TRACT BOUNDARY noowso� UNIT BOUNDARY ESMERALDA AVENUE SEE SHEET 5- N FIRE ISLAND DRIVE SEE LEFT MOUNTAIN RIDGE DRIVE SEE SHEET 15 IFF ---till 47i $ INTERSECTION STA. 11+75.72 C.L., COQUIILLE WY.= STA. 17+26.48 C.L., MOUNTAIN RIDGE DR. MOUNTAIN RIDGE DRIVE SEE SHEET 15 � COQUILLE WAY 354 352 350 348 346 344 342 340 338 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 (STA. 10+00.00 TO 11+75.72) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 Z tu CONSTRUCTION NOTES: v - - - - - - - - - - - 00 Lo M - L- - - +�-- - `i W _- l�_ 00 w - m _.0.5.17 00N °O °� c5 - Lo Z - -- > 5<.0' WBIZ -o� - yr - - - 0. 67 W - I Lo J 4 Lu -- X - - 0 - -- - o --- W W d cd PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER - - ----- CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED 1c FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. z TU3 r_5 rgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. w - S=-0.507 S= S=0.517 __ �4 COMPACT SUBGRADE TO 957. OF MAX. TO 12" BEYOND 2. .257 PROPOSED CURB AND GUTTER LINE GUTTER LIP TO A DEPTH OF 12". PROPOSED M M ORTT-I F OW -INE >W _ _. W J� d J _ W 4 W J J W d _d - --_-._-------------�i RIGHT-OF-WAY & LOT LINESO �'�-?� Tit. 0 5 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 WINGS N PER C.O.B. STD. ST -4. (UNLESS OTHERWISEE NOTED) INSTALL W31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY -() z PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 10+00 11+00 10+00 11+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 LEGEND: (CONT.), J CONSTRUCTION NOTES: O - - - - - - - - - - - op -- Lo M - L- - - +�-- - `i W _- l�_ 00 w - m _.0.5.17 00N °O °� c5 - Lo Z - -- > 5<.0' WBIZ -o� - yr - - - 0. 67 W - I Lo J 4 -- --+ 0.517 0 t7 L M J J d 4 O - - PROPOSED OUTH F�OWLINE---- IR W W W W d d W W d PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED 10+00 11+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 LEGEND: (CONT.), J CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE(DPLANS CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND DETAILS. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2• MOUNTAIN RIDGE ROAD - IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED 1c FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY TU3 r_5 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. uiz 1R3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �4 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 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 LINESO COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9.gumm 0 5 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 WINGS N PER C.O.B. STD. ST -4. (UNLESS OTHERWISEE NOTED) INSTALL W31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY -() z 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 (n 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: � SECTION LETTER NOTE: ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT W � STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 tY PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O AS DIRECTED BY THE ENGINEER. SHEET WHERE sEcnoN Is SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. j0 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. cn 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 0 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. U } J 0] N uiz 0 z U (n w � U W � tY N cn co 0 U w 2 0 Lu C> W� <� QN O FIRE ISLAND DRIVE SEE SHEET 13 - - ---� N I �\ L of I o� i z i 1 20' 1 20' 1 38 I I INTERSECTION I STA. 10+00.00 C.L., MATAPAN WY.= 1 STA. 11+20.00 C.L., FIRE ISLAND DR. 1 I I I I II I f I � � I FIRE ISLAND DRIVE SEE SHEET 13 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 11 MOUNTAIN RIDGE DRIVE SEE SHEET 15 N �JJI I II I V IN II I I rnrn I I� Ii 1 1 Ncv I Ii I II I N ' 3 ( ii 3 I INTERSECTION STA. 11+77.08 C.L., MATAPAN WY.= 177.08' I STA. 12+46.48 C.L., MOUNTAIN RIDGE DR. � ro I II i II I I v ( II I I 3 I iii II I it I II I 4 I II I I I II i I II I cS Q)I1 I II I 11 3 I II II I I II I N 45 I I I i. I II I MOUNTAIN RIDGE DRIVE N SEE SHEET 15 MATAPAN WAY (STA. 10+00.00 TO 11+77.08) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL J CURVE TABLE LIT' CURVE Ld LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00' SIJ if --- w W - 36.27' --- - ui - M - 3 30.00' 47.21' j w 90'09'45" 4 1 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' 103'5433' GUTTER LIP TO A DEPTH OF 12". O o_ --- -- --- 30 30 Lo r` V -- INTERSECTION o C14 �' 15+00 124' DRAIN 5 STA. 15+76.41 C.L., FLAMENCO WY.= -D n n STA. 17+20.00 C.L. PACKWOOD DR. --S89'04'33"E -120.18'- - V O s 8" SEWER �- m� o - - 3 w W AS APPLICABLE, TO BE PAINTED z wN 2 ~ 6 I �z 1 Lu SECTION DESIGNATION: I N � t�82% uc 70 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 W m Fa- 1a- N Lo 1 j u- N N I �� 0 M N � M STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT c PROPOSED WEST 10 NN - NN -� '� M -- �- FL WLINE SHEET WHERE SECTION IS SHOWN 20' 20 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. j0 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 3 0' 30 Q Q Q 69 PACKWOOD DRIVE Lu v~i v~i 6 w- SEE SHEET 12 ---- a - I I - ---- 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN - ?` a A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE aaa _ _ E- _ -- D -- --� �� -� 11+00 11+00 354 354 --- - 352 to - - o - 350 Fz --- 348 --- 346 344 10+00 11+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 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 342 340 338 354 352 350 348 346 344 342 340 338 v rSTI,Tr1\1-r 6g-69- 20' WIDE�11LITY EASEMENT PER SEPA ATE INSTRUMENT - \ -4SS --- SEWER 40' WIDE DEDICFOR PUBLIC -APER SEPINSTRo I � N I m� Q � Q (� N i LEGEND: (CONT.) J 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' 90'00'00' 2 20.00' 36.27' 25.56' 103'54'33' 3 30.00' 47.21' 30.09' 90'09'45" 4 1 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' 103'5433' LEGEND: (CONT.) J R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: DRIVE "Rt -1" - STOP "W3-1" - STOP AHEAD 0CONSTRUCT "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE SEE SHEET "R5-1" - DO NOT ENTER "S4-2' - WHEN CHILDREN ARE PRESENT O N "R26(CA)' - NO PARKING "S4-3' - SCHOOL �J "R3 -5R" - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 I "R4-7' - KEEP RIGHT o "R81(CA)' - BIKE LANE 2i.:d r-: "W31 (CA)* - END W/OM4-3 MARKER NOTE: NN co� "W14-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES r7 "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 71 "Wt -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA pI "Wt -6' - SINGLE ARROW CODES. MC I -z "Wt -1' - CURVE ARROW -� a a "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS W 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 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 1" = 5' VERTICAL 15+00 F6191,i 352 350 348 346 344 342 340 338 16+00 15+00 354 352 350 348 346 344 342 340 338 16+00 �UJN►�II�T 2 J 11 o PACKWOOD DRIVE - PROPOSED SAWCUT LIMIT UNE,� 0CONSTRUCT N SEE SHEET 12 O N FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT �J I I I _ J j LZ >_ CjI'- o I 2i.:d r-: j NN co� PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER r7 z� � 71 1 1+ I pI 0.40' AGGREGATE BASE OVER 0.80' COMPACTED MC I -z FURNISH & INSTALL INTERCONNECT CONDUIT -� a a of z to 0 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY m N N W J J 20' m i----- - I COMPACT SUBGRADE TO 95% OF MAX. TO 12 BEYOND 2. =0.27.0 Z I 2 �---- - a - GUTTER LIP TO A DEPTH OF 12". O o_ --- -- --- 30 30 Lo r` V -- INTERSECTION o C14 �' 15+00 124' DRAIN 5 STA. 15+76.41 C.L., FLAMENCO WY.= -D n n STA. 17+20.00 C.L. PACKWOOD DR. --S89'04'33"E -120.18'- - V O s 8" SEWER RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. - - - o - - 3 3 W AS APPLICABLE, TO BE PAINTED n 2 ~ 6 I �z 1 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: I N � I � uc 70 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 W m Fa- 1a- N Lo 1 j u- N N I �� 0 I STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT c RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 10 NN - NN -� '� N ' T I a :3 I 1 SHEET WHERE SECTION IS SHOWN 20' 20 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. j0 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 3 0' 30 Q Q Q 69 PACKWOOD DRIVE Lu v~i v~i 6 m N N SEE SHEET 12 1 I I 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 1" = 5' VERTICAL 15+00 F6191,i 352 350 348 346 344 342 340 338 16+00 15+00 354 352 350 348 346 344 342 340 338 16+00 �UJN►�II�T 2 MONHEGAN WAY 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 (STA. 10+00.00 TO 11+20.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 01 N .�a J CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE,� 0CONSTRUCT J PACKWOOD DRIVE SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 o x W o SEE SHEET 12 d j Q�U PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER r7 W CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL N 0.40' AGGREGATE BASE OVER 0.80' COMPACTED c FURNISH & INSTALL INTERCONNECT CONDUIT 1-.ILiJ- -- 0 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY m N -- W J J 20' 20' i----- - ---- COMPACT SUBGRADE TO 95% OF MAX. TO 12 BEYOND 2. =0.27.0 S=-4 5090 �---- - a - GUTTER LIP TO A DEPTH OF 12". O rn I --- -- --- 30 30 Lo r` V -- PROPOSEPROPOSEE SOUTH �-, u 1 5 SAWCUT EXISTING E.P. 1 BACK OR AS DIRECTED o iY d ori ori n n W W WJ PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. � V O OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. 61 - - 3 W W AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED �z PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: 131 SECTION LETTER uc ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 W m Fa- 1a- N Lo 1 07 N N I �� 0 I STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 7 z AS DIRECTED BY THE ENGINEER. I 1 SHEET WHERE SECTION IS SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. j0 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 3 I 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 0I 6 * o 1 I I 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN S89'04'3_3"_EI 12_0.11' 11+00 A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE _ _ E- _ -- D -- --� �� -� * M 18' DRAIN 8 I ICE INTERSECTION 3 o; I STA. 11+20.11 C.L., MONHEGAN WY.= STA. 11+20.00 C.L., PACKWOOD DR. D I ( L O CeI Ln I 32 I z 0 0 * Op o m V O a N 60 0 ��I W I I a `- \�JJ *>- a U L` -' L� i o I to -4c ad Q) -- m OO �_ Z -O- 05aQ � �+0+ PACKWOOD DRIVE m N N m N SEE SHEET 12 MONHEGAN WAY 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 (STA. 10+00.00 TO 11+20.11) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 01 N .�a 10+00 11+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 LEGEND: (CONT.) J CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE,� 0CONSTRUCT N W - NjJco SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. x W Lu FURNISH & INSTALL IRRIGATION CONDUIT d j Q�U PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER r7 W CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED c FURNISH & INSTALL INTERCONNECT CONDUIT 1-.ILiJ- -'�j,�-.` 0 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY m FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT W CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. C? Lu m ---- COMPACT SUBGRADE TO 95% OF MAX. TO 12 BEYOND 2. =0.27.0 S=-4 5090 �---- - a - GUTTER LIP TO A DEPTH OF 12". O 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE --- -- --- RIGHT-OF-WAY & LOT LINESO Lo r` V -- PROPOSEPROPOSEE SOUTH F OWLINE 5 SAWCUT EXISTING E.P. 1 BACK OR AS DIRECTED 3. W CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY E NOTEED)D) PER C.O.B. STD. ST -4. (UNLESS OTHERWISE N W W WJ PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. � V O OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. 29 - - REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. W 10+00 11+00 354 352 350 348 346 344 342 340 338 354 352 350 348 346 344 342 340 338 LEGEND: (CONT.) J CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE,� 0CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. MOUNTAIN RIDGE ROAD - IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.80' COMPACTED c FURNISH & INSTALL INTERCONNECT CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY T 3 T 5 FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. Z 1R3=N0. 3 1/2 SIZE 1R5=N0. 5 SIZE TR6=N0. 6 SIZE 4 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 LINE GUTTER LIP TO A DEPTH OF 12". O 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE --- -- --- RIGHT-OF-WAY & LOT LINESO BY CITY ENGINEER COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5 SAWCUT EXISTING E.P. 1 BACK OR AS DIRECTED 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY E NOTEED)D) PER C.O.B. STD. ST -4. (UNLESS OTHERWISE N - INSTALL W31 ( CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. � V O 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. W JJ' 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: SECTION LETTER 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 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 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. j0 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 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 IS TO GO FROM FLOWLINE TO FLOWLINE. r co J Z fn M Z v O (n w � V W N m 0 w 0- �o <o 0 Zjv 0 MM ca <Z IY t� W t-� m J H W D Z C� W m 356 354 352 350 348 346 344 342 340 , N A V L k fmalk, lZ 0 a I plel:m 0191 (STA. 10+00.00 TO 21+72.44) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ZSATE ROUTE 119 TAFT HIGHWAYSEE-1191MPROVMENT LANS q7 dn�>14 S ATE ROUTE 119 TAFT HIGHWAY} SEE -119 IMPROVEMENT PLANS TRACT 6759 SEE SR -119 (TAFT HIGHWAY STREET IMPORVEMENT PLANS STREET IMP VEMENT PLAN M CURVE TABLE - ----- CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.04' 29.91' 89*50'15" 2 30.00' 47.21' 30.09' 90.09'45' 3 30.00' 46.85' 29.73' 89'28'45' 4 1 30.00' 1 47.40' 1 T=30.27' 90'31'15" , N A V L k fmalk, lZ 0 a I plel:m 0191 (STA. 10+00.00 TO 21+72.44) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ZSATE ROUTE 119 TAFT HIGHWAYSEE-1191MPROVMENT LANS q7 dn�>14 S ATE ROUTE 119 TAFT HIGHWAY} SEE -119 IMPROVEMENT PLANS TRACT 6759 SEE SR -119 (TAFT HIGHWAY STREET IMPORVEMENT PLANS STREET IMP VEMENT PLAN M - VER . - ----- 1. - _ 30, LEGEND: .., 4� 5' { ! --j Lq ao FURNISH & INSTALL IRRIGATION CONDUIT 5' 56' VERT. CURVE --_ . -- TYPE "B" A.C. OVER #� ELEVATION E.V.C. END VERTICAL CURVE I cv ui i ! ao_ _ _ I 'R5-1' - DO NOT ENTER 'S4-2' -WHEN CHILDRENARE PRESENT ' E.C.R. O.G. TO BE COMPACTED I ! _ >- W BEGIN CURVE PCC POINT OF COMPOUND CURVATURE w *R3ONLY'R2-1' -SPEED LIMIT 20 _ OD Q 01 ui END CURVE P.C.C. TOP OF CURB 00 M _ -- _-- c9 p p= W i p s - + LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER j PROPOSED CURB AND GUTTER UNE o ->:-- W W W � ♦ R/W i 52 Z M a- d' � o a c0 h i C4 _^ W . W tG i2 I f- r _ +_ _ $ } ( 1 { ALL CATCH BASINS TO 00 3 ♦ _2 W W __I 2 -- j - W ' _I __ t00 C �_ ♦ r 'Wt -6" - SINGLE ARROW CODES. _ _ APPROXIMATE __ ECISTING - PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) - O _ _ m < O♦ O N _ ifr _--am: W � N f- __ ____i WL Z - t a Ir- �+ t� 'J W F -Z �,, _ -- Ld m r _. � - - ( APPROXIMATE GRAD ' ® CENTERLINE XISTING _ m - C3 i C3 _ W �. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. --�- a m d' CO v~i _• V �= a �; n _ CALTRANS TYPE I ARROW CURVE NUMBER FOR CURVE DESCRIPTION _� SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ( Q N j v v - N - 2 GRADE _ _. CEN RLINE NOTE: -- -. -_.. r/i li - - - - =0.20 �-- - S=01.20%-� =o N < d a ycit �.' -- W cn � P �OPOSED WEST �OWLINE STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 3 _ T m � o, L? - N 2N I �' M M �,,> >- 4 I d- a I M rn M M m � M m -____.__. PROPOSED WES _ _ FLOWLJNE $ � �-.__-_-_ � SHEET WHERE SECTION IS SHOWN �� HIGH STA. 14+87.03 2 _- __ DINT _ iELEV.�5.86 --- � W .� __ � , ca o ��,� _�,� I m �n M M d- � -_ _ m 3 o a N ,� �n .n M M __PR OSED -ST-F ____._ OWNNE-! ____ �_�__ r __ 2 S IMP _ TAFT.-jH1GHWAY VEMENT _ _aa PLANS W to to �. ,o. -� _ w W _ �__._ ____ N �W W 1 J J �W W � J I W Q - W W _ J J ----rte W J W G _____ _ _._. _____ _ __. i __2_ _ _ _____� ___�_...____�____� __ _ __ (-W � L -4W I J J W -� -� = .W jp C r. _._....__.i W J LJ J ( 1x1 _ 12 I- I 22 _22_ 0c.ix 10+00 111+00 12+00 13+00 0.20' A.C. PAVING 2%1_1 I 2%. 1 ?. . 0 14+00 48' 15+00 16+00 G MOUNTAIN RIDGE DRIVE 1 45' ' 6' 34' W i Z I 1 p 0.30' A.C. PAVING i 2% 2� ��`' I i VARIESS--- LANDSCAPE--' %--LANDSCAPEAREA ` ' ' AREA 4.5 SIDEWALK 0.40' AGG. BASE V4.5'SIDEWALK CURB & GUTTER CURB & GUTTER SIDEWALK L - 0.40' AGG. BASE 0.50' COMPACTED O.G. TO CURB & GUTTER 0.80' COMPACTED O.G. TO 953b RELATIVE DENSITY. 957o RELATIVE DENSITY. TYPICAL INTERIOR STREET SECTION - MOUNTAIN RIDGE ROAD B SECTION A 15 SCALE: 1'=10' HORIZ. 15 SCALE 1'=10' HORIZ. 1 "_ ' T 1' 5=5' VERT. - - - - PROPOSED SAWCUT LIMIT LINE - VER . CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM PLANS AND DETAILS. 30, LEGEND: .., O 5' 5' ABBREVIATIONS FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE 20' 20' FURNISH & INSTALL IRRIGATION CONDUIT 5' 1 5' f i 'R1-1' -STOP 'W3-1' -STOP AHEAD TYPE "B" A.C. OVER ELEV. ELEVATION E.V.C. END VERTICAL CURVE I 'R6-1' -ONE WAY 'S5-2' -END SCHOOL ZONE 1 BEGIN CURB RETURN P.I. POINT OF INTERSECTION 'R5-1' - DO NOT ENTER 'S4-2' -WHEN CHILDRENARE PRESENT ' E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE O.G. TO BE COMPACTED 'R26(CA)' - NO PARKING "S4-3' -SCHOOL T�3 M5T$s B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R *R3ONLY'R2-1' -SPEED LIMIT 20 PER C.O.B. STD. ST -9. E.C. END CURVE P.C.C. TOP OF CURB ;9 -� - K� �,q�T i P.I.V.C. o LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER I PROPOSED CURB AND GUTTER UNE o 1 'W31(CA)" - END W/OM4-3 MARKER NOTE: OVER 0.50' COMPACTED O.G. TO BE R/W RIGHT-OF-WAY G.B. GRADE BREAK 52 'W14-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 0.20' A.C. PAVING 2%1_1 I 2%. 1 ?. . 0 14+00 48' 15+00 16+00 G MOUNTAIN RIDGE DRIVE 1 45' ' 6' 34' W i Z I 1 p 0.30' A.C. PAVING i 2% 2� ��`' I i VARIESS--- LANDSCAPE--' %--LANDSCAPEAREA ` ' ' AREA 4.5 SIDEWALK 0.40' AGG. BASE V4.5'SIDEWALK CURB & GUTTER CURB & GUTTER SIDEWALK L - 0.40' AGG. BASE 0.50' COMPACTED O.G. TO CURB & GUTTER 0.80' COMPACTED O.G. TO 953b RELATIVE DENSITY. 957o RELATIVE DENSITY. TYPICAL INTERIOR STREET SECTION - MOUNTAIN RIDGE ROAD B SECTION A 15 SCALE: 1'=10' HORIZ. 15 SCALE 1'=10' HORIZ. 1 "_ ' T 1' 5=5' VERT. •-MATCH EXISTING 17+00 ' P/L W111-111 51' 49' 6' 38' I 1 1 1 1 Z 1 0 0.30' A.C. PAVING 2% i� i 19+00 20+00 q MOUNTAIN RIDGE DRIVE EXISTING POWER POLE _ i � ; TO 8E REMOVED _ 13 I I O i I I 2%-3.�'-°- VARIES 21+00 22+00 LANDSCAPE `�i��i�ii i�tii�� ` %�i����i��ii�� �\- MATCH EXISTING GRADE SIDEWALK 0.40' AGG. BASE CURB & GUTTER LO.80' COMPACTED O.G. TO 95% RELATIVE DENSITY. SECTION - MOUNTAIN RIDGE ROAD SCALE 1'=10' HORIZ. 15 1 "=5' VERT. :NOTES: X356 354 i 352 350 348 -----� 346 344 342 -i --- 340 0 EXISTING IMPROVEMENTS - - -- SEE SR-119TAFT HIGHWAY)t- STREET IMPROVEMENTS PLAN co m 10 TRACT 6491 I W J C> W O W I / C'O W N W M INTERSECTIO)f 9 i< c F<- 8 I S. 1/ COR. SEC. 34, 30 27 I STA. 36+,42-50 C.L. TAFT HIGHWAY= ®+ m + STA. 22+90.23 C.L. MOUNTAIN RIDGE DRIVE Z N Z N i U oj< I .V; n m [~n UUWN 3U MK WI 1 Ntbb UUKNtK ' \ 30' NORTH OF S. 1/4 COR. SEC. 34, 1 I 30/27 PER R/S BK. 15, PG. 178 22 , 2,3 21 �. � TRACT 6491 FISTING IMPROVEMENTS\ 9EE SR-119TAFT HIGHWAY) N STREET IMPROVEMENTS PLAN i i 2f\. V 2- / 7 ROGER. A. McINTOSH DATE R.C.E. 33322 DANIEL PADILLA DATE R.C.E. 67008 - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE - VER . 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 LEGEND: LEGEND: (CONT. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 F.L. ABBREVIATIONS FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19- FURNISH & INSTALL IRRIGATION CONDUIT C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE 'R1-1' -STOP 'W3-1' -STOP AHEAD TYPE "B" A.C. OVER ELEV. ELEVATION E.V.C. END VERTICAL CURVE O 'R6-1' -ONE WAY 'S5-2' -END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 'R5-1' - DO NOT ENTER 'S4-2' -WHEN CHILDRENARE PRESENT ' E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE O.G. TO BE COMPACTED 'R26(CA)' - NO PARKING "S4-3' -SCHOOL T�3 M5T$s B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. *R3ONLY'R2-1' -SPEED LIMIT 20 PER C.O.B. STD. ST -9. E.C. END CURVE P.C.C. TOP OF CURB -� - K� �,q�T 42 P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 'R81(CA)' - BIKE LANE PROPOSED CURB AND GUTTER UNE OF VERTICAL CURVE F.C. FINISH CONCRETE 'W31(CA)" - END W/OM4-3 MARKER NOTE: OVER 0.50' COMPACTED O.G. TO BE R/W RIGHT-OF-WAY G.B. GRADE BREAK 52 'W14-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 'WI4-2' - NO OUTLET UNLESS OTHERWISE INDICATED BY SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 3. ALL CATCH BASINS TO 'W1 -T - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA U CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY Wj3' WINGS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 'Wt -6" - SINGLE ARROW CODES. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 'WI -1' - CURVE ARROW Q EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. 'W3-3' - SIGNAL AHEAD + O FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS + FURNISH & INSTAL_ METRO STREET NAME SIGN PER C.O.B. STD. T-1. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM BRAIN PLANS -<D-. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. --�- N FURNISH & INSTAL. STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14 S SEWER - REFER TO SEWER & STORM DRAIN PLANS �1 CALTRANS TYPE I ARROW CURVE NUMBER FOR CURVE DESCRIPTION ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. OTAPER Z NUMBER FOR TAPER DESCRIP11ON 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 0 ITEM OF WORK - SEE SCHEDULE SECTION LETTER TRACT BOUNDARY NOTE: O8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 UNIT BOUNDARY •-MATCH EXISTING 17+00 ' P/L W111-111 51' 49' 6' 38' I 1 1 1 1 Z 1 0 0.30' A.C. PAVING 2% i� i 19+00 20+00 q MOUNTAIN RIDGE DRIVE EXISTING POWER POLE _ i � ; TO 8E REMOVED _ 13 I I O i I I 2%-3.�'-°- VARIES 21+00 22+00 LANDSCAPE `�i��i�ii i�tii�� ` %�i����i��ii�� �\- MATCH EXISTING GRADE SIDEWALK 0.40' AGG. BASE CURB & GUTTER LO.80' COMPACTED O.G. TO 95% RELATIVE DENSITY. SECTION - MOUNTAIN RIDGE ROAD SCALE 1'=10' HORIZ. 15 1 "=5' VERT. :NOTES: X356 354 i 352 350 348 -----� 346 344 342 -i --- 340 0 EXISTING IMPROVEMENTS - - -- SEE SR-119TAFT HIGHWAY)t- STREET IMPROVEMENTS PLAN co m 10 TRACT 6491 I W J C> W O W I / C'O W N W M INTERSECTIO)f 9 i< c F<- 8 I S. 1/ COR. SEC. 34, 30 27 I STA. 36+,42-50 C.L. TAFT HIGHWAY= ®+ m + STA. 22+90.23 C.L. MOUNTAIN RIDGE DRIVE Z N Z N i U oj< I .V; n m [~n UUWN 3U MK WI 1 Ntbb UUKNtK ' \ 30' NORTH OF S. 1/4 COR. SEC. 34, 1 I 30/27 PER R/S BK. 15, PG. 178 22 , 2,3 21 �. � TRACT 6491 FISTING IMPROVEMENTS\ 9EE SR-119TAFT HIGHWAY) N STREET IMPROVEMENTS PLAN i i 2f\. V 2- / 7 ROGER. A. McINTOSH DATE R.C.E. 33322 DANIEL PADILLA DATE R.C.E. 67008 - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 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 O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2• MOUNTAIN RIDGE ROAD - IR FURNISH & INSTALL IRRIGATION CONDUIT PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER i� 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 95% RELATIVE DENSITY T�3 M5T$s FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. ST -9. 42 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 LINESCOMPACTED 52 TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 0 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 Wj3' 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. w O 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 N N ZWcnW J CALTRANS TYPE I ARROW PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION DESIGNATION: Z Z AS APPLICABLE, TO BE PAINTED �./ CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION LETTER NOTE: O8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ® w SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT cn p V O v p M� STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 3 RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK 2 O U_��° PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O AS DIRECTED BY THE ENGINEER. SHEET WHERE SECTION IS SHOWN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10 REMOVE AND DISPOSE OF EXISTING A C PAVEMENT W . . 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 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 IS TO GO FROM FLOWLINE TO FLOWLINE. 13 POLES TO BE REMOVED AND FILLED WITH 2 SACK SLURRY TO THE BOTTOM OF THE A.B., PLACE A.B. AND A.C. PER MOUNTAIN RIDGE STRUCTURAL SECTION C-15 PRIOR TO "A N� M� i V Q z /�� I NNcnm NNcnm w a 0 w N N ZWcnW J Z Z � d M w g ® w cn p V O v p M� 3 O U_��° CL a W z o o r N -J N cd cd coow>- uj 0c.ix w LsjLAJ c1t aa LJLJLu ¢m a� cn cn Ld ,,, s!>- 000 aa¢¢¢ oocr�~ Q CO N o N N 000