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HomeMy WebLinkAbout1.1-6452 Ph 1 - 3 Record DrawingPROPOSED PARK SITE / y c r ' a\o 1vo / J / cG .pO , /Ch % p0 A!co o �� 1 ° 6 Pve o\S �P� L G0 Os, s,� 1 O L A 5� F INDEX D � �\ k / EX OF SHEETS F Go'7, e� s \� / SH c�'F�`' �y oe• �' ►�O '�'�J EET TITLE .3 \ ,/ TITLE SHEET Nb CROS S SECTION S <0�� AND DETAILS ,3g 9 A�1 36 �Ros� ��\,�` �, ,2 �° \ / 3. GARDEN VIEW LANE S \ a GPQo�P� 4 �'� ° �`\ y STA. 10+00.00 TO STA. 16+50.00 4. GARDEN VIEW LANE �� �� 52 �o O°`o \ y STA. 16+50.00 TO STA. 22+85.47 �� y 5. TOPIARY DRIVE 'A A�y9�16 `` �G``�`o ° STA. 10+00.00 TO STA. 15+50.00 p �` 6. TOPIARY DRIVE \\ 7. �� OSTA. 15+50.00 TO STA. 21+96.19 10 ��(��\$ \o i / MONARCH DRIVE STA. 9+18.32 TO STA. 16+00.00 )6-0 59 � 2 / 8. MONARCH DRIVE 6STA. 16+00.00 TO STA. 22+23.93 61$ \ 0 55 �� do \ \ / 9. GOSSIMER DRIVE AND y' PERENNIAL PLACE -- 10 ',A KEY MAP -A © SHEET NO. 10. AURORA WAY AND �® ' SCALE. 1'=200' CHAMOMILE WAY 11. GARDEN PARK DRIVE / BENCH MARK: 12. CICADA DRIVE AND �Z U.S.G.S. Y-292, ELEVATION = 782.57 GIVERNY WAY o \\� ` y B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 13. SPANISH MOSS DRIVE 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. 14. BOBOLI DRIVE 15. THICKET WAY AND ESTUARY WAY f 16. KATYDID DRIVE i y' 17. ROSE ARBOR LANE AND TRELLIS WAY PROPOSED PARK SITE 18. VILLAGE GREEN LANE AND fi SOLSTICE WAY 41 q o �1 I b$ ��` 9iQ/r S� /SN EXISTING FJ\'o, patio l 4 e o ° /l/ ST �� � � °° a` ,pq�� � ci qiN c / /, O ATE ROUTE l 78 / y / \ c °Ri cq s a LF cbc,�� 43 bll\ 1;41 do � `L k NwOS c�'� L`OtF9•� \y� �0 lL ��t(tc,� \S \ Nb 001, Y O S 6L \ 731 <o` J, �° \ Geo 'k1\ ` \ ` ti A�L�o cb \ 6a ,o O 66 6Q� C. \ \ ` R\\�� \ `� ORDER OF CONSTRUCTION: DETENTION STAGE 1: BASIN i �� 4 / y PHASES 1 AND 2 INCLUDING FULL WIDTH \ CONSTRUC11ON OF GARDEN VIEW LANE TO CANTERIA DRIVE. ` STAGE 2: PHASE 3 PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. PUBLIC SEWER LINE SEE SEWER AND STORM DRAIN PLANS FOR DETAILS y i a PUBLIC STORM DRAIN LINE KEY MAP -B SEE SEWER AND STORM DRAIN PLANS FOR DETAILS SCALE: 1 "=200' _ LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE ITY BCR BEGIN CURB RETURN pi POINT OF INTERSECTION C OF ECR END CURB RETURNPRC POINT OF REVERSE CURVATURE BAKERSFIELD BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE KERN COUNTY CALIFORNL EC END CURVE TC TOP OF CURB PIVIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE Bw BACK OF WALK TRC TRAFFIC CALMER STREET CONVSTRUCTION PLANS {PIPE SIZE `--PIPE SIZE ti_ 18"� SEWER STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Qo EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) Rt FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS QD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY PHASE BOUNDARY - - - - - - - PROPOSED SAWCUT LIMIT LINE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TE?3 Tis Tu 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 DESCRIPTION 10 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE Q1 CENTERLINE STATIONING - SEE TABLE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) A?, CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE 1 ARROW AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN LIST OF MATERIALS ITEM UNIT PHASE 1 PHASE 2 PHASE 3 TOTAL A.C. PAVING TONS 1796 1137 1715 4648 CL. II AGG. BASE CUYD 3393 2149 3241 8783 SUBGRADE PREPARATION SQYD 13572 8597 12965 35134 6" CURB AND GUTTER LF 7462 5145 7414 20021 DRIVEWAYS & HANDICAP RAMPS SQFT 13718 10239 16866 40823 SIDEWALK SQFT 28914 19937 28243 77094 BRICK PAVEMENT SQFT - - 2131 2131 CROSS GUTTERS SQFT - - 544 544 STANDARD STREET NAME SIGNS EA. 15 15 11 41 STOP SIGNS EA. 1 - 1 2 METRO STREET SIGNS EA. 2 - 2 4 5800 LUMEN STREET LIGHTS EA. 13 8 10 31 MONUMENT ENCASEMENTS EA. 15 11 20 46 MEDIAN CURB LF 188 - 403 591 LOCAL STREET q LENGTH LF 3913 2329 3767 h0009 FOR TRACTS: NO. 6452 PHASES 1 THRU 3 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. r%rrr�UVr_U tsr: KUULK A. MCIN IUSH R.C.E. 33322 EXP. 6-30-06 © cp DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVtb BY: RAUL M. RO �(A REVIEWED BY: REVIEWED BY: PUBLIC WORKS DIRECTOR DATE R.C.E. R.C.E. 39880 EXP. 12-31-07 i ASSISTAN-rPUBLIC WORKS DIRECTOR 2- "70-67V TRAFFIC ENGINEER T 4 rn 0 �0) 0�� Z u- < :3 -Q:3 J Q d LWi1 U pop J W (D o V) N cif W Y Q m r L0 0 00 z Z 0 0 J U) } m' m 0 w M U _.�- ...� 11 \ W a� I W N m W M' _> U Q o Zw S _.�- ...� 11 \ LL 0 W a� I W N m W T• Z 0 L Ld i i Ld Q o I 47 Z IL O locF- �..� O J v v, W F... W Lu 9x ui Lu I� co Z CIO W `Wcc W / � a co �31J Rx, U cc LL 0 W W N W T• LL 0 A.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'B'). Asphalt concrete shall be Type A (modified) for all arterial and collector streets and Type B (modified) for local streets and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions. Prior to the addition of asphalt binder, the combined mineral aggregate for Type A (modified) or Type B (modified) asphalt concrete shall conform to the requirements of Section 39-2.02, "Aggregate," of the Specifications for 3/4" maximum, medium grading. Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) asphalt concrete shall be AR -4000 viscosity graded asphalt, unless otherwise directed by the Engineer. The asphalt binder shall conform to the requirements in the table for "Steam -Refined Paving Asphalts," in Section 92-1.02, "Grades," of the Standard Specifications. When directed by the City Engineer, aggregate conforming to any of the grading requirements in Section 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. The amount of asphalt binder to be mixed with the mineral aggregate shall be determiner by the Contractor in accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of asphalt binder shall be approved by the Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the engineer's review and approval: a. A list of aggregate and asphalt sources. b. Documentation verifying that the aggregates to be incorporated in the work conform to the requirements of Section 39-2.02, "Aggregate," of the Standard isions. Material sieve analysis and sand Specifications and these special prov equivalent test results should not be older than six (6) months. All other test results should not be older than one (1) year. C. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory test results on which the design is based shall be submitted with the mix design along with the theoretical maximum density of the design mixture as determined by ASTM D2041. The asphalt concrete mix shall meet the requirements of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. If the data submitted shows that the materials are substantially the some 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. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement shall be saw cut. A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asphalt however, all other requirements of Section 39-4.01, "Subgrade," of the Standard Specifications shall be met. The area to which paint binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto the existing pavement surface beyond the limits of construction. Paving joints shall match stripe locations unless otherwise permitted by the Engineer. Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional 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 smooth, tapered connections. The field density of compacted asphalt concrete shall be determined by. a. A properly calibrated nuclear asphalt testing device in the field, or b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc stearate may be substituted with paraffin. In case of dispute, method b above shall be used. Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving operations shall be conducted in such a manner that, at the end of each work shift, the length of pavement along the longitudinal drop-off between adjacent lanes is not greater than that which can be surfaced during the following shift of normal paving operations. Additional asphalt concrete shall be placed along the transverse drop-offs on each lane. 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 conforms to facilitate the removal of the conforms when paving operations resume. Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operations shall be conducted in such a manner that the layer of asphalt concrete is placed on all contiguous lanes of the traveled way before the lanes are opened to public traffic. At 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. Additional 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 notice 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 her less than 90% or more than 967, 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 Developer'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 Developer'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 -2.02, "Construction" of the Standard Specifications. the last four paragraphs of Section 42 A fog seal coat shall be applied to all finished asphalt surfaces at the Developer's expense. The fog seal coat shall be either rejuvenating agent or asphaltic emulsion as directed by the Engineer. 6' WING W/2 CENTERLINE RB STORM DRAIN AND IP GUTTER l FLOWLINE CURB AND GUTTER B.C.R. N LANDSCAPE d SIDEWALK ic7 CENTERLINE STORM DRAIN W 6' WING STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -7, ST -9, ST -13, ST -18, ST -19, D-14, D-16, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.75' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED OO EXISTING 5. T INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -o- INSTALL STREET LIGHTS, 5800 LUMEN PER DETAIL ON SHEET 14. -E�) INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A OR PER DETAIL "1" ON THIS SHEET AS INDICATED IN THE STREET CONSTRUCTION PLANS. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 16. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ALL ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 17. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 18. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 19. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 12" WIDE GROOVED BORDER sOFkPLANTER AREA 41-1 >- TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. � N PLANTER o °°°°o°a°o� AREA °°° °op O°Q0°° RETAINING 00 °0000n0°° 6" CONC. CURB CURB TRUNCATED DOMES 6" CONC. CURB HANDICAP RAMP 1 SCALE: N.T.S. 2 a" R=1/2". (TYP') FINISHED STREET GRADE TYPE MEDIAN CURB 2 SCALE: N.T.S. 2 R-lh*-,\ 44 a. R=% a 4 d 4 o d 4 BRICK PAVER, -7 SEE NOTES ON PAVER o 4 m FOR DETAILS 4 THRU 7. 4 . 24" r � SLANT CURB 3 SCALE: N.T.S. 2 5`-20' 1 5' 4' Y Q W M M UJ a 1 � 1 12% MIN. STANDARD SIDEWALK LANDSCAPE AREA CURB & GUTTER CL LOCAL ST. (PRIVATEI STREET) 54' 11' 5-20' 12'-18' I 12'-18'4' S' W Y zI a W M m C1 1 Q I VARIES VARIES 2% MIN. OPANG 1.5%3_4%STANDARD SIDEWALK CURB & LANDSCAPE AREA 0.20' A. 0.50 COMPACTED O.G. GUTTER 0.75' CL. 11 AGG. BASE TO 90% RELATIVE DENSITY SECTION A SCALE: 1" = 10' HORIZ. 2 1" = 5' VERT. 1' WIDE CONCRETE- HEADER ONCRETE-HEADER (TYP.) 5' WIDE STANDARD SIDEWALK 21 TYP.) ETE R I_ - 30' I PUBLIC LANDSCAPE LOT Y a W Ml wol a 2% MIN. r RE HEADER (�T - R/W I 7' 5' w z_ 2% MIN. o COMBINATION SIDEWALK CURB & GUTTER SIDEWALK TANDARD ROUNDABOUT GARDEN VIEW LANE 4 NOTES FOR DETAILS 4 THRU 7: (SHEET 3) Z BRICK AREAS. SCALE: 1"=20' PACIFIC CLAY BEAR PATH PAVER: IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. 60% RED FLASHED 30% BURGUNDY GARDEN PARK DRIVE 10% DARK IRON SPOT PATTERNS SHALL BE AS FOLLOWS: SEE SHEET 11 RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. I HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. I COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCORELD COLOR C-25 SOMBERO BUFF. 36 t� 36 v N LANDSCAPE LOTH ROUNDABOUT ® BOBOLI DRIVE 6 (SHEET 14) 2 SCALE: 1"=20' PACIFIC CLAY BEAR PATH PAVER 0.75' CLASS 2 A.B. OVER--) 0.5' COMPACTED NATIVE TYPICAL ROUNDABOUT CROSS SECTION %C SCALE: NONE \ 7 J COLORED CONCRETE SURFACE 5' WIDE STANDARD SIDEWALK HANDICAP RAMP (TYP. >--SEE DETAIL 1 THIS SLEET 2' SLANT CURB I I 31 I 1 1 WIDE CONCRETE HEADER (Typ.) 5' WIDE STANDARD SIDEWALK 31 CE GARDEN PARK DRIVE (PRIVATESTREET) 54' I 20' Z 20' 7' Q I I C0 Y ¢¢ r � J Ij UJ (If M M z UJ Z:_ 5' w M �LU o a U 2.0% 2.0% U 2% MIN. 0 J v Q COMBINATION co ~ SIDEWALK 0.20' A.C. PAVING 0.50' COMPACTED O.G. CURB & GUTTER Z 0.75' CL. II AGG. BASE TO 90% RELATIVE DENSITY SECTION B SCALE: 1" = 10' HORIZ. 2 V 1" = 5' VERT. Z M W SLOT CAPE � ` T F- 1 0) yF AYi>s.. i 37 0 . 1 CO V unraft �.,,+ir.�.'��iw (SHEET 7) SCALE: 1"=20' ' LANDSCAPE LOT IE 1 I I I I 1 LANDACApE I LOT E 1 ROUNDABOUT ® SPANISH MOSS DRIVE 7 (SHEET 13) 2 SCALE: 1"=20' NOTE: SEE SHEET 13 FOR ROUNDABOUT STATION LOCATION SIDEWASTANDARD 'SEE DETAIL RAMP " " SIS SHEET 37 30 R; 0 rn 0 M M F- 0) Q 't 00 W � Z OLL_ 1 J Q Ld W U 00 J w co 0 V) cV W w Y Q M _M LO Lno 0 Z 0 J U) m r � W Y V � U W N CD IL Z Q I J OL C0 ZZ J V �LU f - 0 J Z 0 J v Q co ~ W Z I- V Z M W � ` T F- 1 0) yF AYi>s.. i m 0 . CO V ` 04 W o a to �. % m 0!;� Z n v J o U � Q W N CD IL 722 720 718 716 714 712 710 708 706 704 702 700 724 722 720 718 716 714 712 710 708 706 704 702 722 720 718 716 714 712 710 708 706 704 702 700 698 696 GARDEN GARDEN VIEW LANE (STA. 10+00.00 C.L. TO STA. 16+50.00 C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NORTH FLOKINE PROFILE J 7 AS,E 12.00' CE NITIERIASTREEDR DRIVE CURVE 718 714 716 E 714 CENTERLINE PROFILE 712 z. A IDENTICAL 706 omm 0- B 704 ; C F GARDEN GARDEN VIEW LANE (STA. 10+00.00 C.L. TO STA. 16+50.00 C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NORTH FLOKINE PROFILE J 7 AS,E 12.00' VERTICAL CURVE 718 714 716 E 714 CENTERLINE PROFILE 712 708 A IDENTICAL 706 omm 120.0' B 704 ; C F D 700 7n7 CAo 126.85' 05'15'06" 5 \ RADE ® CENTERLI NEcn 6 25.00' > 7.86' NEW, 7 10.00' 7.95' 00 Lo 45'34'23" tN 2748.00' O O N N 000 9 10.00' 7.93' 4.19' to 00 O M 7.98' M 00 N O Cr1 2754.00' N r7 w * 6 O 12 O^ 0 W 1 25.09' CO (D Lo to 25.00' 'ME 25.59' t- ui b6 � lfj • Y Q �' 15 ori O CO t0 co t,.. W Co O 54.84' r- Wn O O O p O O~ 60.54' 02'31'26" r� W r- pal O 00'18'43" p 25.00' r- O 25.09' O O O J > w � U > > 132.13' L' j 22 mo'. �j O II 0� 45'43'13" m m 7.93' 4.19' W • 24 �w U 18.62' p W U J W W W J W W W J W W O W ODS 75.00' O J Z> J W 25'56'29" W J W OWO J� 33.84' J w LLJ J W J W W W®� 11 W U .Z (f)�M OZ_ w 000 � OHO U 25.00' 39.18' J U V) LJ ®O of U of 25.00' -� 0�j 24.44' 88'41'30" p 0Up 72.66' SWM 55'30'38" Z C6 x LC Lu W Z N L0 34 ~OO ®60 }j�P,C14 O m NJ((�n M Zrn � V Lq �J 36 rn mFO U W W u:C.3 J 5.00' X 1 - m - : '- (m0 - W•- W F,Z 1U- NQOn (J- LW4JA m.r C) UNU PRO N - NWS nli(n ej w 1 U Q i ci C3 Q� Q C3 Q . ci •QD:Q I Cj Q v j a � U Qo- J Q '•QV O '� j Q0 CjQ Cn c0 M I QLjQ •- Q + O 0 io Lo to + + + m cn a cn LLi (n in cna (n w m W U (n z J N Q V r7 0_ of in a o o_ Q Q z _'7 nu I Ln ++ ww J + c� _+ +++ .F -F- U F_ QQQ U SIMON O �> U T > --- U) mimmm NNN o6 C o > F F-1-QG7 a40o rn FQ-gF_ OQ FQ-FF F- / 3 Q 00 �Jr7 m (n (n C cn a cn a a (n (n cn fly Poo -APPROXIMATE EXISTING N U r7 ME706 _ - GRADE D CENTS LINE NORTH L04VLINE S=- ONE S-- 559 - jW Q00. V QQ m (nv~i ac.),(n4.N uj U) V) MENEM S-- .349;-CENME - / A PROXIMA EXIS G VERTICA CURVE LIN G ADE ENTERLI E GARDEN VIEW ANE MENNEN _ 10 11 12 U-I. ri A S r 722 728 F 720 726 rn 0 718 724 ujj w 716 722 co 714 720 F 712 718 m (n 710 716 708 714 706 712 704 IDENTICAL 710 POINTS 702 708 Inn -InR SEE DETAIL "4" ON SHEET 2 FOR ROUNDABOUT CONSTRUCTION DETAILS J Cl 0 00 JJ Cali 52 6 O O Cl to a 728 726 724 1722 f 1720 718 i 716 i 714 J 7 AS,E 718 720 a 718 714 716 E U-I. ri A S r 722 728 F 720 726 rn 0 718 724 ujj w 716 722 co 714 720 F 712 718 m (n 710 716 708 714 706 712 704 IDENTICAL 710 POINTS 702 708 Inn -InR SEE DETAIL "4" ON SHEET 2 FOR ROUNDABOUT CONSTRUCTION DETAILS J Cl 0 00 JJ Cali 52 6 O O Cl to a 728 726 724 1722 f 1720 718 i 716 i 714 C 722 718 720 a 718 714 716 E 714 CENTERLINE PROFILE 712 708 710 IDENTICAL 706 omm 120.0' VER CAL CU 704 706 F 704 700 7n7 CAo 126.85' 05'15'06" 5 20.00' RADE ® CENTERLI NEcn 6 25.00' 15.23' 7.86' NEW, 7 10.00' 7.95' 4.20' 45'34'23" tN 2748.00' a 65.15' IN 9 10.00' 7.93' 4.19' 45'25'28" 00 10.00' 7.98' 4.22' N 11 2754.00' 15.00' 7.50' imm 12 25.00' 39.36' 1 25.09' w 13 25.00' 'ME 25.59' 00 CD 04 b6 � 119.29' 59.65' 02'29'14" 15 2754.00' Ing 27.15' D 16 Co O 54.84' r- Wn 1 01'08'27" 17 2748.00' 121.05' 60.54' 02'31'26" 08 2754.00' pal O 00'18'43" 09 25.00' r- O 25.09' Imam- 20 J m WII, 90'00'00" 21 2784.00' 132.13' 66.08' j 22 10.00' II 0� 45'43'13" > 10.00' 7.93' 4.19' W • 24 WJir 18.62' / 26'39'59" 25 75.00' J f'I• 19.79' � ODS 75.00' 33.96' J II F 25'56'29" ULA 2784.00'67.67' t5 33.84' 01'23'33" NEE 2784.00' 53.49' 11 01'06'03" W 2778.00' 15.00' -i 00'18'34" 30 25.00' 39.18' momm WW > U 25.00' UWLi 24.44' 88'41'30" 32 75.00' 72.66' JJ 55'30'38" J (d _j �W J 60.59' J J-1 34 N 00 M 0:p- O O 02'31'54" OC3} 000 2778.00' "4-W MIN 00'18'34" 36 GJ LL:J 123.02' U j (Y: 0_ m W u:C.3 J 5.00' L,_ 1 - I� IN F,Z N C) - - PRO J - - - ++ M C) W MMM :D 0, O VIE O rn o Cn ' Cn c0 M •- W� F- + O 0 io Lo to + + + - to 03 0000 W U O J N Q V r7 0_ -j O C3 ,o 11,11 L6c4 O O .- O U Q Q z _'7 o00 ++ ww J + c� _+ +++ .F -F- U F_ QQQ U SIMON O �> U T > --- U) mimmm NNN o6 C o > F F-1-QG7 a40o rn FQ-gF_ OQ FQ-FF F- / 3 Q 00 �Jr7 m (n (n C cn a cn a a (n (n cn fly Poo -APPROXIMATE EXISTING N U r7 ME706 _ - GRADE D CENTS LINE m 6 ONE S-- 559 - jW Q00. V QQ m (nv~i ac.),(n4.N uj U) V) MENEM S-- .349;-CENME MENEM 13 13+50v 13+50 14 10 11 12 n 724 720 722 718 720 a 718 714 716 E 714 CENTERLINE PROFILE 712 708 710 IDENTICAL 706 omm 120.0' VER CAL CU 704 706 F 704 700 7n7 CAo 126.85' 05'15'06" 5 20.00' RADE ® CENTERLI NEcn 6 25.00' 15.23' 7.86' NEW, 7 10.00' 7.95' 4.20' 45'34'23" tN 2748.00' 130.27' 65.15' IN 9 10.00' 7.93' 4.19' 45'25'28" 00 10.00' 7.98' 4.22' N 11 2754.00' 15.00' 7.50' imm 12 25.00' 39.36' 1 25.09' w 13 25.00' 'ME 25.59' 00 CD 04 b6 � 119.29' 59.65' 02'29'14" 15 2754.00' Ing 27.15' D 16 Co O 54.84' r- Wn 1 01'08'27" 17 2748.00' 121.05' 60.54' 02'31'26" 08 2754.00' pal O 00'18'43" 09 25.00' r- O 25.09' J H 20 J 39.27' WII, 90'00'00" 21 2784.00' 132.13' 66.08' j 22 10.00' II 0� 45'43'13" > 10.00' 7.93' 4.19' W • 24 WJir 18.62' / 26'39'59" 25 75.00' J f'I• 19.79' � ODS 75.00' 33.96' J II F 25'56'29" ULA 2784.00'67.67' t5 33.84' 01'23'33" 28 2784.00' 53.49' 26.75' 01'06'03" W 2778.00' 15.00' -i 00'18'34" 30 25.00' 39.18' 24.91' WW > U 25.00' UWLi 24.44' 88'41'30" 32 75.00' 72.66' JJ 55'30'38" J (d _j �W J 60.59' J J-1 34 N 00 M 0:p- O O 02'31'54" OC3} 000 2778.00' "4-W 7.50' 00'18'34" 36 GJ LL:J 123.02' U j (Y: 0_ m W u:C.3 J 5.00' L,_ 1 - I� F,Z N C) - - PRO J - - - ++ M C) W MMM :D 0, O VIE O rn o Cn ' Cn c0 M •- W� F- + O 0 io Lo to + + + - to 03 0000 W U O J N Q V r7 0_ -j O C3 ,o 11,11 L6c4 O O .- O U Q Q z _'7 o00 ++ ww J + c� _+ +++ .F -F- U F_ QQQ U 0_ W W O �> U T > --- U) mimmm NNN o6 C o > F F-1-QG7 a40o rn FQ-gF_ OQ FQ-FF F- / 3 Q 00 �Jr7 m (n (n C cn a cn a a (n (n cn Poo -APPROXIMATE EXISTING N U r7 ME706 _ - GRADE D CENTS LINE m 6 ONE S-- 559 - jW Q00. V QQ m (nv~i ac.),(n4.N uj U) V) MENEM S-- .349;-CENME MENEM VERTICA CURVE LIN GARDEN VIEW ANE MENNEN _ 10 11 12 n 724 720 722 718 720 716 718 714 716 712 714 710 712 708 710 IDENTICAL 706 omm POINTS 708 704 706 702 704 700 7n7 CAo 712 710 708 706 15 16 17 13 13+50' v 13+50 14 730 722 F 720 728 o^ 726 718 J 716 724 o + 714 722 o; ; 712 720 710 718 708 716 714 IDENTICAL 712 704 POINTS 702 710 700 708 CURVE TABLE CENTERLINE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA t SOUTH FLOWLINE PROFILE 197.68' 98.88' 04'05'42" MEN 2766.00' APPROXIMATE omm EXISTING 3 IEEE 253.53' 126.85' 051506" 4 2766.00' 253.53' 126.85' 05'15'06" 5 20.00' RADE ® CENTERLI NEcn 6 25.00' 15.23' 7.86' NEW, 7 10.00' 7.95' 4.20' 45'34'23" 8 2748.00' 130.27' 65.15' IN 9 10.00' 7.93' 4.19' 45'25'28" 00 10.00' 7.98' 4.22' 45.43'19" 11 2754.00' 15.00' 7.50' imm 12 25.00' 39.36' 1 25.09' w 13 25.00' 'ME 25.59' 91'20'38" 04 2748.00' 119.29' 59.65' 02'29'14" 15 2754.00' Ing 27.15' 01'07'47" 16 2754.00' 54.84' IIII 1 01'08'27" 17 2748.00' 121.05' 60.54' 02'31'26" 08 2754.00' pal 7.50' 00'18'43" 09 25.00' 39.36' 25.09' 90'12'36" 20 25.00' 39.27' 25.00' 90'00'00" 21 2784.00' 132.13' 66.08' 02'43'09" 22 10.00' 7.98' 4.22' 45'43'13" 23 10.00' 7.93' 4.19' 45'25'34" 24 Ell, m 18.62' / 26'39'59" 25 75.00' 38.71' 19.79' � 26 75.00' 33.96' 17.27' 25'56'29" I 2784.00'67.67' t5 33.84' 01'23'33" 28 2784.00' 53.49' 26.75' 01'06'03" 29 2778.00' 15.00' 7.50' 00'18'34" 30 25.00' 39.18' 24.91' 89'47'44" 31 25.00' IIri 24.44' 88'41'30" 32 75.00' 72.66' 39.47' 55'30'38" J (d 2784.00' 121.16' 60.59' 02'29'37" 34 2784.00' 123.02' 00 02'31'54" 35 2778.00' "4-W 7.50' 00'18'34" 36 Q _ 123.02' 1 61.52' ,2 37 5.00' 15.71' 1 - '- F,Z N C) PRO OSED C NTERLIN d II M :D 0, GARDEN VIE LANE j Mry w ■Nil 0 m� + - Jui w Q >: Fr- 11,11 W(C _'7 we, ww J JJ LWOW Q H 0_ W W CU Fi (n 1�10-m-mmmmmm mimmm mom o6 C o a40o rn 3 Q 00 �Jr7 Mo Poo O� O_' N U r7 ME706 v� m m 6 ONE V jW Q00. V QQ m (nv~i ac.),(n4.N uj U) V) MENEM MENEM VERTICA CURVE 13 13+50' v 13+50 14 730 722 F 720 728 o^ 726 718 J 716 724 o + 714 722 o; ; 712 720 710 718 708 716 714 IDENTICAL 712 704 POINTS 702 710 700 708 CURVE TABLE CENTERLINE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA t SOUTH FLOWLINE PROFILE 197.68' 98.88' 04'05'42" MEN 2766.00' 253.53' omm 05'1506" 3 IEEE 253.53' 126.85' 051506" 4 2766.00' 253.53' 126.85' 05'15'06" 5 20.00' 31.42' 20.00' 90'00'00" 6 25.00' 15.23' 7.86' NEW, 7 10.00' 7.95' 4.20' 45'34'23" 8 2748.00' 130.27' 65.15' IN 9 10.00' 7.93' 4.19' 45'25'28" 00 10.00' 7.98' 4.22' 45.43'19" 11 2754.00' 15.00' 7.50' imm 12 25.00' 39.36' 1 25.09' 90'12'36" 13 25.00' 'ME 25.59' 91'20'38" 04 2748.00' 119.29' 59.65' 02'29'14" 15 2754.00' Ing 27.15' 01'07'47" 16 2754.00' 54.84' IIII 1 01'08'27" 17 2748.00' 121.05' 60.54' 02'31'26" 08 2754.00' pal 7.50' 00'18'43" 09 25.00' 39.36' 25.09' 90'12'36" 20 25.00' 39.27' 25.00' 90'00'00" 21 2784.00' 132.13' 66.08' 02'43'09" 22 10.00' 7.98' 4.22' 45'43'13" 23 10.00' 7.93' 4.19' 45'25'34" 24 Ell, m 18.62' 9.48' 26'39'59" 25 75.00' 38.71' 19.79' 29'34'09" 26 75.00' 33.96' 17.27' 25'56'29" 27 2784.00'67.67' t5 33.84' 01'23'33" 28 2784.00' 53.49' 26.75' 01'06'03" 29 2778.00' 15.00' 7.50' 00'18'34" 30 25.00' 39.18' 24.91' 89'47'44" 31 25.00' 38.70' 24.44' 88'41'30" 32 75.00' 72.66' 39.47' 55'30'38" 33 2784.00' 121.16' 60.59' 02'29'37" 34 2784.00' 123.02' 61.52' 02'31'54" 35 2778.00' ml 7.50' 00'18'34" 36 2784.00' 123.02' 1 61.52' 02'31'54" 37 5.00' 15.71' 1 - 180'00'00" La C) h a M ■Nil 0 - INS 1 11,11 we, N LWOW 1�10-m-mmmmmm mimmm mom Poo ME706 MENNEN ONE MENEM MENEM NINE MENNEN MENEM Ill-, ME 698 706 AQA Ina 15 v 16 720 718 716 714 712 710 708 706 704 702 700 17698 730 10 11 12 13 13+50 13+50 14 15 Em 728 726 �I X724 i 722 f720 718 716 714 712 710 708 706 704 17 CURVE TABLE CENTERLINE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA t 2766.00' 197.68' 98.88' 04'05'42" MEN 2766.00' 253.53' 126.85' 05'1506" 3 IEEE 253.53' 126.85' 051506" 4 2766.00' 253.53' 126.85' 05'15'06" 5 20.00' 31.42' 20.00' 90'00'00" 6 25.00' 15.23' 7.86' 34'54'55" 7 10.00' 7.95' 4.20' 45'34'23" 8 2748.00' 130.27' 65.15' IN 9 10.00' 7.93' 4.19' 45'25'28" 00 10.00' 7.98' 4.22' 45.43'19" 11 2754.00' 15.00' 7.50' 00'18'43" 12 25.00' 39.36' 1 25.09' 90'12'36" 13 25.00' 'ME 25.59' 91'20'38" 04 2748.00' 119.29' 59.65' 02'29'14" 15 2754.00' Ing 27.15' 01'07'47" 16 2754.00' 54.84' IIII 1 01'08'27" 17 2748.00' 121.05' 60.54' 02'31'26" 08 2754.00' pal 7.50' 00'18'43" 09 25.00' 39.36' 25.09' 90'12'36" 20 25.00' 39.27' 25.00' 90'00'00" 21 2784.00' 132.13' 66.08' 02'43'09" 22 10.00' 7.98' 4.22' 45'43'13" 23 10.00' 7.93' 4.19' 45'25'34" 24 Ell, m 18.62' 9.48' 26'39'59" 25 75.00' 38.71' 19.79' 29'34'09" 26 75.00' 33.96' 17.27' 25'56'29" 27 2784.00'67.67' t5 33.84' 01'23'33" 28 2784.00' 53.49' 26.75' 01'06'03" 29 2778.00' 15.00' 7.50' 00'18'34" 30 25.00' 39.18' 24.91' 89'47'44" 31 25.00' 38.70' 24.44' 88'41'30" 32 75.00' 72.66' 39.47' 55'30'38" 33 2784.00' 121.16' 60.59' 02'29'37" 34 2784.00' 123.02' 61.52' 02'31'54" 35 2778.00' 15.00' 7.50' 00'18'34" 36 2784.00' 123.02' 1 61.52' 02'31'54" 37 5.00' 15.71' 1 - 180'00'00" La C) h a M 0 W, we, N LWOW 1�10-m-mmmmmm mimmm mom Poo MENEM MENEM 10 11 12 13 13+50 13+50 14 15 Em 728 726 �I X724 i 722 f720 718 716 714 712 710 708 706 704 17 FL 2- 30, � 25 `-P/L-BW PRIVATE GATE -SEE WALL PLANS FOR DETAILS TTEMPORARY OSUMP GRADINGAPLAN D PER • w GARDEN VIEW LANE (MEDIAN) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER CP18"�IPE SIZE PIPE SIZE SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -Q- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -t. O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1" - STOP-W31(CA)' - END 'R6-1" - ONE WAY "W14-1" - DEAD END 'R5-1" - DO NOT ENTER 'W14-2' - NO OUTLET 'R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R' - RIGHT TURN ONLY 'Wt -6" - SINGLE ARROW "R4-7" - KEEP RIGHT "Wt -t" - CURVE ARROW "R81(CA)- - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD 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 SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE c-- rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 123 T-5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1rJ CURVE NUMBER FOR CURVE DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. �2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTKIN LETTER _2 SHEET WHERE SECTION IS SHOWN y-,zo-16 PtA . 1� 01JL }� m CURVE TABLE CENTERLINE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA t 2766.00' 197.68' 98.88' 04'05'42" 2 2766.00' 253.53' 126.85' 05'1506" 3 2766.00' 253.53' 126.85' 051506" 4 2766.00' 253.53' 126.85' 05'15'06" 5 20.00' 31.42' 20.00' 90'00'00" 6 25.00' 15.23' 7.86' 34'54'55" 7 10.00' 7.95' 4.20' 45'34'23" 8 2748.00' 130.27' 65.15' 02'42'58" 9 10.00' 7.93' 4.19' 45'25'28" 00 10.00' 7.98' 4.22' 45.43'19" 11 2754.00' 15.00' 7.50' 00'18'43" 12 25.00' 39.36' 1 25.09' 90'12'36" 13 25.00' 39.86' 25.59' 91'20'38" 04 2748.00' 119.29' 59.65' 02'29'14" 15 2754.00' 54.30' 27.15' 01'07'47" 16 2754.00' 54.84' 27.42' 1 01'08'27" 17 2748.00' 121.05' 60.54' 02'31'26" 08 2754.00' 15.00' 7.50' 00'18'43" 09 25.00' 39.36' 25.09' 90'12'36" 20 25.00' 39.27' 25.00' 90'00'00" 21 2784.00' 132.13' 66.08' 02'43'09" 22 10.00' 7.98' 4.22' 45'43'13" 23 10.00' 7.93' 4.19' 45'25'34" 24 40.00' 18.62' 9.48' 26'39'59" 25 75.00' 38.71' 19.79' 29'34'09" 26 75.00' 33.96' 17.27' 25'56'29" 27 2784.00'67.67' t5 33.84' 01'23'33" 28 2784.00' 53.49' 26.75' 01'06'03" 29 2778.00' 15.00' 7.50' 00'18'34" 30 25.00' 39.18' 24.91' 89'47'44" 31 25.00' 38.70' 24.44' 88'41'30" 32 75.00' 72.66' 39.47' 55'30'38" 33 2784.00' 121.16' 60.59' 02'29'37" 34 2784.00' 123.02' 61.52' 02'31'54" 35 2778.00' 15.00' 7.50' 00'18'34" 36 2784.00' 123.02' 1 61.52' 02'31'54" 37 5.00' 15.71' 1 - 180'00'00" FL 2- 30, � 25 `-P/L-BW PRIVATE GATE -SEE WALL PLANS FOR DETAILS TTEMPORARY OSUMP GRADINGAPLAN D PER • w GARDEN VIEW LANE (MEDIAN) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER CP18"�IPE SIZE PIPE SIZE SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -Q- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -t. O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1" - STOP-W31(CA)' - END 'R6-1" - ONE WAY "W14-1" - DEAD END 'R5-1" - DO NOT ENTER 'W14-2' - NO OUTLET 'R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R' - RIGHT TURN ONLY 'Wt -6" - SINGLE ARROW "R4-7" - KEEP RIGHT "Wt -t" - CURVE ARROW "R81(CA)- - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD 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 SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE c-- rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 123 T-5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1rJ CURVE NUMBER FOR CURVE DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. �2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTKIN LETTER _2 SHEET WHERE SECTION IS SHOWN y-,zo-16 PtA . 1� 01JL }� m CURB CENTERLINE STATIONING TABLE NO. STATIONING TABLE STATION DESCRIPTION Q STA. STA. 10+00.00 C.L., 17+66.00, C.L., GARDEN VIEW LANE= . CANTERIA DRIVE INTERSECTION 2Q STA. 10+53.00, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. STA. 12+30.00, 14+36.08, C.L. C.L. GARDEN VIEW LANE= SOLSTICE WAY INTERSECTION 4Q STA. 12+45.92, C.L., GARDEN VIEW LANE GRADE BREAK 5Q STA. 13+27.20, C.L., GARDEN VIEW LANE B.C. N21'04'39"W RAD. 11+63.29, STA. STA. 15+24.88, 10+00.00, C.L. C.L. GARDEN VIEW LANE= ESTUARY WAY GRADE BREAK/� INTERSECTION S25'10'21"E RAD. Q STA. STA. 17+78.41, 13+45.75, C.L. C.L. GARDEN VIEW LANE= CHAMOMILE WAY GRADE BREAK/� INTERSECTION 530'25'27"E RAD. STA. STA. STA. 20+31.94, C.L. 13+15.59, C.L. GARDEN VIEW LANE= GOSSIMER DRIVE GRADE BREAK/(� INTERSECTION S35°40'33"E RAD. 9k STA. 22+48.43, C.L., GARDEN VIEW LANE GRADE BREAK 10 STA. STA. 22+85.47, 12+74.90, C.L. C.L. GARDEN VIEW LANE= VILLAGE GREEN LANE �_ INTERSECTION 540.55'39"E RAD. FL 2- 30, � 25 `-P/L-BW PRIVATE GATE -SEE WALL PLANS FOR DETAILS TTEMPORARY OSUMP GRADINGAPLAN D PER • w GARDEN VIEW LANE (MEDIAN) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER CP18"�IPE SIZE PIPE SIZE SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -Q- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -t. O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1" - STOP-W31(CA)' - END 'R6-1" - ONE WAY "W14-1" - DEAD END 'R5-1" - DO NOT ENTER 'W14-2' - NO OUTLET 'R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R' - RIGHT TURN ONLY 'Wt -6" - SINGLE ARROW "R4-7" - KEEP RIGHT "Wt -t" - CURVE ARROW "R81(CA)- - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD 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 SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE c-- rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 123 T-5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1rJ CURVE NUMBER FOR CURVE DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. �2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTKIN LETTER _2 SHEET WHERE SECTION IS SHOWN y-,zo-16 PtA . 1� 01JL }� m CURB & GUTTER STATIONING TABLE NO. NO. DESC. �1 C.L. STATION F.L. STATION TC ELEV Q E.C. P.R.C. STA. 11+39.69, C.L. 16.50LT. STA. 11+40.61, F.L. n2 E.C. STA. 11+54.00, C.L. 12.001-T. STA. 11+55.84, F.L. Q B.C. STA. 11+63.29, C.L. 12.001-T. STA. 11+65.13, F.L. ® P.R.C. STA. 11+70.43, C.L. 15.001-T. STA. 11+73.08, F.L. 5 P.R.C. STA. 12+38.78, C.L. 15.001-T. STA. 12+43.04, F.L. © B.C. STA. 12+82.00, C.L. 12.001-T. STA. 12+87.07, F.L. ❑7 P.R.C. STA. 12+89.14, C.L. 15.00LT. STA. 12+95.02, F.L. ® P.R.C. STA. 14+65.48, C.L. 15.01 LT. STA. 14+72.08, F.L. Q P.R.C. STA. 17+19.41, C.L. 15.01 LT. STA. 17+27.87, F.L. 10 P.C.C. STA. 17+26.61, C.L. 12.001-T. STA. 17+35.85, F.L. 11 P.R.C. STA. 20+20.43, C.L. 15.01 LT. STA. 20+30.33, F.L. t2 P.C.C. STA. 20+27.63, C.L. 12.001-T. STA. 20+38.31, F.L. 13 P.C.C. STA. 20+82.71, C.L. 12.001-T. STA. 20+93.15, F.L. t4 P.R.C. STA. 20+89.91, C.L. 15.01LT. STA. 21+01.13, F.L. t5 P.R.C. STA. 22+26.08, C.L. 15.01 LT. STA. 22+38.04, F.L. 16 P.C.C. STA. 22+33.28, C.L. 12.001-T. STA. 22+46.02, F.L. 17 P.R.C. STA. 11+39.69, C.L. 16.50RT. STA. 11+40.61, F.L. FL 2- 30, � 25 `-P/L-BW PRIVATE GATE -SEE WALL PLANS FOR DETAILS TTEMPORARY OSUMP GRADINGAPLAN D PER • w GARDEN VIEW LANE (MEDIAN) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER CP18"�IPE SIZE PIPE SIZE SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -Q- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -t. O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1" - STOP-W31(CA)' - END 'R6-1" - ONE WAY "W14-1" - DEAD END 'R5-1" - DO NOT ENTER 'W14-2' - NO OUTLET 'R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R' - RIGHT TURN ONLY 'Wt -6" - SINGLE ARROW "R4-7" - KEEP RIGHT "Wt -t" - CURVE ARROW "R81(CA)- - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD 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 SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE c-- rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 123 T-5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1rJ CURVE NUMBER FOR CURVE DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. �2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTKIN LETTER _2 SHEET WHERE SECTION IS SHOWN y-,zo-16 PtA . 1� 01JL }� m (!7 MEDIAN OFFSET STATION NO. DESC. �1 C.L. STATION TP ELEV. TC ELEV 8 E.C. STA. 10+49.29, C.L. 5.001-T. 707.76 708.39 19 E.C. STA. 10+59.00, C.L. 5.00LT. 707.66 708.29 20 CENTER STA. 10+59.00, C.L.-5.0' R - - 2t CENTER R4-7�_i N 1 +( STA. 10+89.00, C.L.-5.0' R - - 22 E.C. Z STA. 10+89.00, C.L. 5.00LT. 707.26 707.89 23 E.C. �"tl TRACT BOUNDARY STA. 11+17.00, C.L. 5.00LT. 706.88 707.51 24 CENTER STA. 11+17.00, C.L.-5.0' R - 25 E.C. STA. 11+17.00, C.L. 5.00RT. 706.88 707.51 26 E.C. STA. 10+89.00, C.L. 5.00RT. 707.26 707.89 27 E.C. STA. 10+59.00, C.L. 5.0013T. 707.66 708.29 28 E.C. STA. 10+49.29, C.L. 5.00RT. 707.76 708.39 29 CENTER STA. 10+49.29, C.L.-5.0' R - - FL 2- 30, � 25 `-P/L-BW PRIVATE GATE -SEE WALL PLANS FOR DETAILS TTEMPORARY OSUMP GRADINGAPLAN D PER • w GARDEN VIEW LANE (MEDIAN) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER CP18"�IPE SIZE PIPE SIZE SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -Q- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -t. O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1" - STOP-W31(CA)' - END 'R6-1" - ONE WAY "W14-1" - DEAD END 'R5-1" - DO NOT ENTER 'W14-2' - NO OUTLET 'R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R' - RIGHT TURN ONLY 'Wt -6" - SINGLE ARROW "R4-7" - KEEP RIGHT "Wt -t" - CURVE ARROW "R81(CA)- - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD 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 SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE c-- rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 123 T-5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1rJ CURVE NUMBER FOR CURVE DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. �2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTKIN LETTER _2 SHEET WHERE SECTION IS SHOWN y-,zo-16 PtA . 1� 01JL }� m (!7 IS !fl �1 � m Iff R26 11 111 R26 z \\ I it TRACT BOUNDARY. I 11 v 18 19 20 21 2 m I r 00 t _ D _ 6 �� EX. 48"D 9 -_ I >' R4-7�_i N 1 +( 13 EX. 8 'S 37 - N z o �>- c i I 37 %/ io Z v La z _o ►� ¢ ¢ I L` N llf 29 28 27 26 I c') 1 I �"tl TRACT BOUNDARY O Y CANTERIA DRIVE EXSITING STREET C) X FL 2- 30, � 25 `-P/L-BW PRIVATE GATE -SEE WALL PLANS FOR DETAILS TTEMPORARY OSUMP GRADINGAPLAN D PER • w GARDEN VIEW LANE (MEDIAN) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER CP18"�IPE SIZE PIPE SIZE SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. -Q- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -t. O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1" - STOP-W31(CA)' - END 'R6-1" - ONE WAY "W14-1" - DEAD END 'R5-1" - DO NOT ENTER 'W14-2' - NO OUTLET 'R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R' - RIGHT TURN ONLY 'Wt -6" - SINGLE ARROW "R4-7" - KEEP RIGHT "Wt -t" - CURVE ARROW "R81(CA)- - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD 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 SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE c-- rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 123 T-5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1rJ CURVE NUMBER FOR CURVE DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. �2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTKIN LETTER _2 SHEET WHERE SECTION IS SHOWN y-,zo-16 PtA . 1� 01JL }� m (!7 z m V)o Z v O Y �w W U �N 00 O U of W CL Cl 4, cn Ul La C) h a M 0 G3 a C3 U Q: 730 728 726 724 722 720 718 716 714 712 710 708 16+00 4: GE Amf- CA � EN E 1� l� o GRE HEED 18 CA SEES 11 35 0 52 53 34 J o _ ti� `� N H II 11 II II < LuII N JJ �� r �� 1 d� , ^cA p I't. per. O LLJJ ,J J J J J U _ �► u- 3 (> co � {. U NN 1 / N o po po 0 0 v �w �w J oo ► m NN m ao J N ui od Tti o 'n co i" o rn o "' �. N C-4 cr N Q CV Z ec -}"1' `n, c0 U Q 10 26 15 L114 .,1A'dI 728 728 726 726 ME 724 EPal 722 720 I 718 C 1718 IDENTICAL 716 POINTS `�-- 714 716 714 714 712 712 710 710 708. 708 706 12+45.92, C.L., GARDEN VIEW LANE 1110 Q STA. 111111111111101111111 C.L., GARDEN VIEW LANE B.C. N21°04'39"W RAD. 21 STA. STA. 15+24.88, 10+00.00, C.L. C.L. GARDEN VIEW LANE= ESTUARY WAY GRADE BREAK/I;L INTERSECTION S25'10'21"E RAD. Q STA. STA. 17+78.41, 13+45.75, N GARDEN VIEW LANE= CHAMOMILE WAY GRADE BREAK& INTERSECTION S30'25'27"E RAD. ® 1 10MEN C.L. C.L. GARDEN VIEW LANE= GOSSIMER DRIVE GRADE BREAK/(� INTERSECTION S35°40'33"E RAD. 9Q STA. 22+48.43, Y S=0.71 GRADE BREAK _ - 22+85.47, 12+74.90, S 5 % CD F.L. Q P.R.C. W oil C.L. 15.00LT. 111111 12+95.02, F.L. ® MEN 1N 14+65.48, C.L. 15.01LT. STA. Im F.L. Q P.R.C. STA. ROPOSE EW�AN 15.01LT. STA. 17+27.87, F.L. _I . P.C.C. STA. 17+26.61, C.L. n N 17+35.85, F.L. 11 P.R.C. STA. J Q14- ' U 15.01LT. STA. 20+30.33, PROP o 1 P.C.C. STA. 20+27.63, II W STA. 20+38.31, MEMICOMENEEMEN p�N P.C.C. STA. 20+82.71, C.L. V� n 20+93.15, GARD N VIEW LANE STA. MEN C.L. a w 21+01.13, F.L. 15 P.R.C. STA. 1111- C.L. 15.01LT. ao 22+38.04, F.L. < 0I°; STA. 22+33.28, C.L. Lia j�J W w t7 P.R.C. STA. 11+39.69, C.L. 16.50RT. 1 W. F.L. 39.47' 55'30'38" J UJI � 2784.00' 121.16' WJ 02'29'37" 34 J 123.02' 61.52' 02'31'54" 35 2778.00' 15.00' O 00'1834" M': WWF+- 123.02' 61.52' 02'31'54" _11111111101111111 mm 2'� •� WO'q- L d.W ME U� r oil sit O_ N 9 , w 00 � Q 00 J r - 0) ^ � X=- :; r-voo u �rn 'SEEN No j Or - 111110111 a ui 00 Y • � j Q�Q 000000 . -!J J 00 j ><< H Jj WJ w 1111111111101111111 C6 N K w Cn En ME 11 M J ME Y �N� .pO' -.)iN>; EppO _..W� soma JJwCE ,rjw ci Q I Of -� In MEMENNI + N N i, i cn 11111. UT CA[, W M V + „+ MOEN 0) CF tC) MENNEEN W CNILY] N N v� MEN 1111101CONEEmn- o MEN MEN 101011111101MENE 00 �� Q�Q N 16 722 720 718 716 714 712 710 708 706 704 702 700 730 728 726 724 17 18 19 aINN 728 728 726 726 14 724 722 722 720 I 718 C 1718 IDENTICAL 716 POINTS `�-- 714 716 714 714 730 728 728 726 726 724 724 722 722 720 720 718 C 1718 IDENTICAL 716 POINTS `�-- 714 716 714 714 712 712 710 710 708. 708 706 NE GREEN EET 18 Q SEE 19+50 19+50 20 CENTERLINE PROFILE 726 720 724 718 722 716 IDENTICAL POINTS 720 714 - - - - - - 712 APPROXIMATE EXISTIN 714 708 712 706 710 704 708 702 706 700 GR DE 0 CENTERLINE. 12+45.92, C.L., GARDEN VIEW LANE 1110 Q STA. ME C.L., GARDEN VIEW LANE B.C. N21°04'39"W RAD. 21 STA. STA. 15+24.88, 10+00.00, C.L. C.L. GARDEN VIEW LANE= ESTUARY WAY GRADE BREAK/I;L INTERSECTION S25'10'21"E RAD. Q STA. STA. 17+78.41, 13+45.75, N GARDEN VIEW LANE= CHAMOMILE WAY GRADE BREAK& INTERSECTION S30'25'27"E RAD. ® 1 10MEN C.L. C.L. GARDEN VIEW LANE= GOSSIMER DRIVE GRADE BREAK/(� INTERSECTION S35°40'33"E RAD. 9Q STA. 22+48.43, Y S=0.71 GRADE BREAK _ - 22+85.47, 12+74.90, S 5 % CD F.L. Q P.R.C. W oil C.L. 15.00LT. 111111 12+95.02, F.L. ® MEN 1N 14+65.48, C.L. 15.01LT. STA. Im F.L. Q P.R.C. STA. ROPOSE EW�AN 15.01LT. STA. 17+27.87, F.L. _I . P.C.C. STA. 17+26.61, C.L. n N 17+35.85, F.L. 11 P.R.C. STA. J Q14- ' U 15.01LT. STA. 20+30.33, PROP o 1 P.C.C. STA. 20+27.63, II W STA. 20+38.31, MEMICOMENEEMEN p�N P.C.C. STA. 20+82.71, C.L. V� n 20+93.15, GARD N VIEW LANE STA. ICOMENEEN C.L. a w 21+01.13, F.L. 15 P.R.C. STA. 1111- C.L. 15.01LT. ao 22+38.04, F.L. < 0I°; STA. 22+33.28, C.L. Lia j�J W w t7 P.R.C. STA. 11+39.69, C.L. 16.50RT. 1 W. F.L. 39.47' 55'30'38" J UJI � 2784.00' 121.16' WJ 02'29'37" 34 J 123.02' 61.52' 02'31'54" 35 2778.00' 15.00' O 00'1834" M': WWF+- 123.02' 61.52' 02'31'54" _11111111101111111 mm 2'� •� WO'q- L d.W ME U� r oil sit O_ N 9 , w 00 � Q 00 J r - 0) ^ � X=- :; r-voo u �rn No j Or - 111110111 a ui 00 Y • � j Q�Q 000000 . -!J J 00 j ><< H Jj WJ w 1111111111101111111 C6 N K w Cn En ME 11 M J ME Y �N� .pO' -.)iN>; VERTIC L CUR JJwCE ,rjw ci Q I Of -� In MEMENNI + N N i, i cn 11111. UT CA[, W M V + „+ 0) CF tC) W CNILY] N N v� MEN 1111101CONEEmn- o MA MEN 00 �� Q�Q N �(% a (Na- ~ In U vNN Q m 1-- v- N 41 N VERTI AL CUR E IN 01 10101COMEMEN Y 0 IONEEMENEENE ME 19+50 19+50 20 CENTERLINE PROFILE 726 720 724 718 722 716 IDENTICAL POINTS 720 714 - - - - - - 712 APPROXIMATE EXISTIN 714 708 712 706 710 704 708 702 706 700 GR DE 0 CENTERLINE. 12+45.92, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. ME C.L., GARDEN VIEW LANE B.C. N21°04'39"W RAD. 21 STA. STA. 15+24.88, 10+00.00, C.L. C.L. GARDEN VIEW LANE= ESTUARY WAY GRADE BREAK/I;L INTERSECTION S25'10'21"E RAD. Q STA. STA. 17+78.41, 13+45.75, N GARDEN VIEW LANE= CHAMOMILE WAY GRADE BREAK& INTERSECTION S30'25'27"E RAD. ® 1 10MEN C.L. C.L. GARDEN VIEW LANE= GOSSIMER DRIVE GRADE BREAK/(� INTERSECTION S35°40'33"E RAD. 9Q STA. 22+48.43, Y S=0.71 GRADE BREAK _ - 22+85.47, 12+74.90, S 5 % CD F.L. Q P.R.C. W oil C.L. 15.00LT. 111111 12+95.02, F.L. ® MEN 1N 14+65.48, C.L. 15.01LT. STA. Im F.L. Q P.R.C. STA. ROPOSE EW�AN 15.01LT. STA. 17+27.87, F.L. _I . P.C.C. STA. 17+26.61, C.L. n N 17+35.85, F.L. 11 P.R.C. STA. J Q14- ' U 15.01LT. STA. 20+30.33, PROP o 1 P.C.C. STA. 20+27.63, II W STA. 20+38.31, = p�N P.C.C. STA. 20+82.71, C.L. V� n 20+93.15, GARD N VIEW LANE STA. 20+89.91, C.L. a w 21+01.13, F.L. 15 P.R.C. STA. 22+26.08, C.L. 15.01LT. ao 22+38.04, F.L. < 0I°; STA. 22+33.28, C.L. Lia j�J W w t7 P.R.C. STA. 11+39.69, C.L. 16.50RT. STA. + m'l0 F.L. 39.47' 55'30'38" J UJI � 2784.00' 121.16' WJ 02'29'37" 34 J 123.02' 61.52' 02'31'54" 35 2778.00' 15.00' O 00'1834" M': WWF+- 123.02' 61.52' 02'31'54" _11111111101111111 C3 2'� •� WO'q- L d.W ME U� r sit O_ N -CHH w 00 � Q 00 J r - 0) ^ � X=- :; r-voo u �rn j Or - a ui 00 Y • � j Q�Q 000000 . -!J J 00 j ><< H Jj WJ w 1111111111101111111 C6 N K w Cn En M J 5 .00' Y �N� .pO' -.)iN>; VERTIC L CUR JJwCE ,rjw ci 16 It 722 720 pli 716 714 712 710 708 706 17 U 18W 722 726 720 724 718 722 716 IDENTICAL POINTS 720 714 �718 720 724 712 716 710 714 708 712 706 710 704 708 702 706 700 704 21 22 728 726 1724 1722 720 I 718 716 714 712 710 708 706 23 23+50 19 19+50 19+50 20 on 734 728 732 STATIONING TABLE 730 APPRO IMATE EXISTING 722 726 720 724 718 MEN 716 720 IDENTICAL 714 POINTS ME 712 716 710 714 708 712 los 710 12+45.92, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. ME C.L., GARDEN VIEW LANE B.C. N21°04'39"W RAD. 21 STA. STA. 15+24.88, 10+00.00, C.L. C.L. GARDEN VIEW LANE= ESTUARY WAY GRADE BREAK/I;L INTERSECTION S25'10'21"E RAD. Q STA. STA. 17+78.41, 13+45.75, C.L. C.L. GARDEN VIEW LANE= CHAMOMILE WAY GRADE BREAK& INTERSECTION S30'25'27"E RAD. ® 1 10MEN C.L. C.L. GARDEN VIEW LANE= GOSSIMER DRIVE GRADE BREAK/(� INTERSECTION S35°40'33"E RAD. 9Q STA. 22+48.43, Y S=0.71 GRADE BREAK _ - 22+85.47, 12+74.90, S 5 % CD F.L. Q P.R.C. STA. oil C.L. 15.00LT. 111111 12+95.02, F.L. ® MEN STA. 14+65.48, C.L. 15.01LT. STA. Im F.L. Q P.R.C. STA. 17+19.41, C.L. 15.01LT. STA. 17+27.87, F.L. to P.C.C. STA. 17+26.61, C.L. 12.00LT. N 17+35.85, F.L. 11 P.R.C. STA. 20+20.43, C.L. 15.01LT. STA. 20+30.33, PROP SED CE14TERLINE P.C.C. STA. 20+27.63, II W STA. 20+38.31, F.L. 2' P.C.C. STA. 20+82.71, C.L. 12.00LT. STA. 20+93.15, GARD N VIEW LANE STA. 20+89.91, C.L. a w 21+01.13, F.L. 15 P.R.C. STA. 22+26.08, C.L. 15.01LT. ao 22+38.04, F.L. 16 P.C.C. STA. 22+33.28, C.L. 12.00LT. W W F.L. t7 P.R.C. STA. 11+39.69, C.L. 16.50RT. STA. 11+40.61, F.L. 39.47' 55'30'38" 33 2784.00' 121.16' 60.59' 02'29'37" 34 J 123.02' 61.52' 02'31'54" 35 2778.00' 15.00' O 00'1834" t0 2784.00' 123.02' 61.52' 02'31'54" _11111111101111111 C3 IIa_i� ME r sit -CHH w 00 0) ^ � J cr u j a ui 00 Y • � W . -!J J 00 11111 W J Jj WJ w 1111111111101111111 _ N M J Y �N� .pO' -.)iN>; JJwCE ,rjw ci Q I Of -� In MEMENNI + N N i, i cn 11111. UT CA[, W M V + „+ 0) CF tC) W CNILY] N N v� o 1111101CONEEmn- o MA MEN 00 �� Q�Q N �(% a (Na- ~ In U vNN Q m 1-- v- N 41 N VERTI AL CUR E Y 0 19 19+50 19+50 20 on 734 728 732 STATIONING TABLE 730 724 MENEM 722 726 720 724 718 MEN 716 720 IDENTICAL 714 POINTS ME 712 716 710 714 708 712 los 710 12+45.92, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. ME C.L., GARDEN VIEW LANE B.C. N21°04'39"W RAD. 21 STA. STA. 15+24.88, 10+00.00, C.L. C.L. GARDEN VIEW LANE= ESTUARY WAY GRADE BREAK/I;L INTERSECTION S25'10'21"E RAD. Q STA. STA. 17+78.41, 13+45.75, C.L. C.L. GARDEN VIEW LANE= CHAMOMILE WAY GRADE BREAK& INTERSECTION S30'25'27"E RAD. ® 1 10MEN C.L. C.L. GARDEN VIEW LANE= GOSSIMER DRIVE GRADE BREAK/(� INTERSECTION S35°40'33"E RAD. 9Q STA. 22+48.43, Y GARDEN VIEW LANE GRADE BREAK Q STA. STA. 22+85.47, 12+74.90, C.L. C.L. GARDEN VIEW LANE= VILLAGE GREEN LANE INTERSECTION S40'55'39"E RAD. F.L. Q P.R.C. STA. oil C.L. 15.00LT. 111111 12+95.02, F.L. ® MEN STA. 14+65.48, C.L. 15.01LT. STA. Im F.L. Q P.R.C. STA. 17+19.41, C.L. 15.01LT. STA. 17+27.87, F.L. to P.C.C. STA. 17+26.61, C.L. 12.00LT. STA. 17+35.85, F.L. 11 P.R.C. STA. 20+20.43, C.L. 15.01LT. STA. 20+30.33, F.L. 12 P.C.C. STA. 20+27.63, C.L. 12.00LT. STA. 20+38.31, F.L. 13 P.C.C. STA. 20+82.71, C.L. 12.00LT. STA. 20+93.15, F.L. 14 P.R.C. STA. 20+89.91, C.L. 15.01LT. STA. 21+01.13, F.L. 15 P.R.C. STA. 22+26.08, C.L. 15.01LT. STA. 22+38.04, F.L. 16 P.C.C. STA. 22+33.28, C.L. 12.00LT. STA. 22+46.02, F.L. t7 P.R.C. STA. 11+39.69, C.L. 16.50RT. STA. 11+40.61, F.L. 39.47' 55'30'38" 33 2784.00' 121.16' 60.59' 02'29'37" 34 2784.00' 123.02' 61.52' 02'31'54" 35 2778.00' 15.00' 7.50' 00'1834" 36 2784.00' 123.02' 61.52' 02'31'54" _11111111101111111 ME sit ME 00 111- 11111 MEMO 1111111111101111111 NONE I u OMEN In MEMENNI 11111. ENE 1111101CONEEmn- Elmo MA MEN 16 17 im 19 730 +726 734 728 732 STATIONING TABLE 730 724 728 722 726 720 724 718 722 716 720 IDENTICAL 714 POINTS 718 712 716 710 714 708 712 los 710 21 0A 726 724 722 720 718 716 714 712 710 708 706 704 23 23+50 MMENMENEM CURB CENTERLINE STATIONING TABLE NO. STATIONING TABLE STATION DESCRIPTION 0 -1 10+00.00 C.L., 17+66.00, C.L., GARDEN VIEW LANE= CANTERIA DRIVE 11111 2Q STA. 10+53.00, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. STA. 12+30.00, 14+36.08, C.L. C.L. GARDEN VIEW LANE= SOLSTICE WAY INTERSECTION ® STA. 12+45.92, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. ME C.L., GARDEN VIEW LANE B.C. N21°04'39"W RAD. 21 STA. STA. 15+24.88, 10+00.00, C.L. C.L. GARDEN VIEW LANE= ESTUARY WAY GRADE BREAK/I;L INTERSECTION S25'10'21"E RAD. Q STA. STA. 17+78.41, 13+45.75, C.L. C.L. GARDEN VIEW LANE= CHAMOMILE WAY GRADE BREAK& INTERSECTION S30'25'27"E RAD. ® STA. STA. 20+31.94, 13+15.59, C.L. C.L. GARDEN VIEW LANE= GOSSIMER DRIVE GRADE BREAK/(� INTERSECTION S35°40'33"E RAD. 9Q STA. 22+48.43, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. STA. 22+85.47, 12+74.90, C.L. C.L. GARDEN VIEW LANE= VILLAGE GREEN LANE INTERSECTION S40'55'39"E RAD. F.L. Q P.R.C. STA. oil C.L. 15.00LT. 111111 12+95.02, F.L. ® MEN STA. 14+65.48, C.L. 15.01LT. STA. Im F.L. Q P.R.C. STA. 17+19.41, C.L. 15.01LT. STA. 17+27.87, F.L. to P.C.C. STA. 17+26.61, C.L. 12.00LT. STA. 17+35.85, F.L. 11 P.R.C. STA. 20+20.43, C.L. 15.01LT. STA. 20+30.33, F.L. 12 P.C.C. STA. 20+27.63, C.L. 12.00LT. STA. 20+38.31, F.L. 13 P.C.C. STA. 20+82.71, C.L. 12.00LT. STA. 20+93.15, F.L. 14 P.R.C. STA. 20+89.91, C.L. 15.01LT. STA. 21+01.13, F.L. 15 P.R.C. STA. 22+26.08, C.L. 15.01LT. STA. 22+38.04, F.L. 16 P.C.C. STA. 22+33.28, C.L. 12.00LT. STA. 22+46.02, F.L. t7 P.R.C. STA. 11+39.69, C.L. 16.50RT. STA. 11+40.61, F.L. 39.47' 55'30'38" 33 2784.00' 121.16' 60.59' 02'29'37" 34 2784.00' 123.02' 61.52' 02'31'54" 35 2778.00' 15.00' 7.50' 00'1834" 36 2784.00' 123.02' 61.52' 02'31'54" _11111111101111111 sit I RUN 111- 11111 MEMO 1111111111101111111 In M1111 HOENE ME N ME 19+50 19+50 20 21 22 734 732 730 728 726 724 722 X720 718 716 714 712 - - 710 23 23+50 GARDEN VIEW LANE (STA. 16+50.00 C.L. TO STA. 22+85.47 C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER P8"D\-STORM SIZE PIPE SIZE 1 SEWER STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o 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. CD- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP 'W31(CA)" - END "R6-1" - ONE WAY 'W14-1' - DEAD END "R5-1' - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)' - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY 'W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT -"W1-1" - CURVE ARROW "R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT I� FURNISH & INSTALL INTERCONNECT CONDUIT 43 res 116 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION El FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE now 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 II AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9Q INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER - SHEET WHERE SECTION IS SHOWN 01, r CURB CENTERLINE STATIONING TABLE NO. STATIONING TABLE STATION DESCRIPTION 0 STA. STA. 10+00.00 C.L., 17+66.00, C.L., GARDEN VIEW LANE= CANTERIA DRIVE INTERSECTION 2Q STA. 10+53.00, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. STA. 12+30.00, 14+36.08, C.L. C.L. GARDEN VIEW LANE= SOLSTICE WAY INTERSECTION ® STA. 12+45.92, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. 13+27.20, C.L., GARDEN VIEW LANE B.C. N21°04'39"W RAD. 6Q STA. STA. 15+24.88, 10+00.00, C.L. C.L. GARDEN VIEW LANE= ESTUARY WAY GRADE BREAK/I;L INTERSECTION S25'10'21"E RAD. Q STA. STA. 17+78.41, 13+45.75, C.L. C.L. GARDEN VIEW LANE= CHAMOMILE WAY GRADE BREAK& INTERSECTION S30'25'27"E RAD. ® STA. STA. 20+31.94, 13+15.59, C.L. C.L. GARDEN VIEW LANE= GOSSIMER DRIVE GRADE BREAK/(� INTERSECTION S35°40'33"E RAD. 9Q STA. 22+48.43, C.L., GARDEN VIEW LANE GRADE BREAK Q STA. STA. 22+85.47, 12+74.90, C.L. C.L. GARDEN VIEW LANE= VILLAGE GREEN LANE INTERSECTION S40'55'39"E RAD. LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER P8"D\-STORM SIZE PIPE SIZE 1 SEWER STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o 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. CD- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP 'W31(CA)" - END "R6-1" - ONE WAY 'W14-1' - DEAD END "R5-1' - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)' - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY 'W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT -"W1-1" - CURVE ARROW "R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT I� FURNISH & INSTALL INTERCONNECT CONDUIT 43 res 116 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION El FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE now 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 II AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9Q INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER - SHEET WHERE SECTION IS SHOWN 01, r CURB & GUTTER STATIONING TABLE LENGTH N0. DESC. 1 C.L. STATION 197.68' F.L. STATION 04'05'42" 0 P.R.C. STA. 11+39.69, C.L. 16.50LT. STA. 11+40.61, F.L. ❑2 E.C. STA. 11+54.00, C.L. 12.00LT. STA. 11+55.84, F.L. ❑3 B.C. STA. 11+63.29, C.L. 12.00LT. STA. 11+65.13, F.L. ® P.R.C. STA. 11+70.43, C.L. 15.00LT. STA. 11+73.08, F.L. Q P.R.C. STA. 12+38.78, C.L. 15.00LT. STA. 12+43.04, F.L. © B.C. STA. 12+82.00, C.L. 12.00LT. STA. 12+87.07, F.L. Q P.R.C. STA. 12+89.14, C.L. 15.00LT. STA. 12+95.02, F.L. ® P.R.C. STA. 14+65.48, C.L. 15.01LT. STA. 14+72.08, F.L. Q P.R.C. STA. 17+19.41, C.L. 15.01LT. STA. 17+27.87, F.L. to P.C.C. STA. 17+26.61, C.L. 12.00LT. STA. 17+35.85, F.L. 11 P.R.C. STA. 20+20.43, C.L. 15.01LT. STA. 20+30.33, F.L. 12 P.C.C. STA. 20+27.63, C.L. 12.00LT. STA. 20+38.31, F.L. 13 P.C.C. STA. 20+82.71, C.L. 12.00LT. STA. 20+93.15, F.L. 14 P.R.C. STA. 20+89.91, C.L. 15.01LT. STA. 21+01.13, F.L. 15 P.R.C. STA. 22+26.08, C.L. 15.01LT. STA. 22+38.04, F.L. 16 P.C.C. STA. 22+33.28, C.L. 12.00LT. STA. 22+46.02, F.L. t7 P.R.C. STA. 11+39.69, C.L. 16.50RT. STA. 11+40.61, F.L. LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER P8"D\-STORM SIZE PIPE SIZE 1 SEWER STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o 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. CD- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP 'W31(CA)" - END "R6-1" - ONE WAY 'W14-1' - DEAD END "R5-1' - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)' - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY 'W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT -"W1-1" - CURVE ARROW "R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT I� FURNISH & INSTALL INTERCONNECT CONDUIT 43 res 116 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION El FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE now 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 II AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9Q INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER - SHEET WHERE SECTION IS SHOWN 01, r CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 2766.00' 197.68' 98.88' 04'05'42" 2 2766.00' 253.53' 126.85' 05'15'06" 3 2766.00' 253.53' 126.85' 05'15'06" 4 2766.00' 253.53' 126.85' 05'15'06" 5 20.00' 31.42' 20.00' 90'00'00" 6 25.00' 15.23' 7.86' 34'54'55" 7 10.00' 7.95' 4.20' 45'34'23" 8 2748.00' 130.27' 65.15' 02'42'58" 9 10.00' 7.93' 4.19' 45'25'28" 10 10.00' 7.98' 4.22' 45'43'19" 11 2754.00' 15.00' 7.50' 00'18'43" 12 25.00' 39.36' 25.09' 1 90'12'36" 13 25.00' 39.86' 25.59' 1 91'20'38" 14 2748.00' 119.29' 59.65' 02'29'14" 15 2754.00' 54.30' 27.15' 01'07'47" 16 2754.00' 54.84' 27.42' 01'0827" t7 2748.00' 121.05' 60.54' 02'31'26" 18 2754.00' 15.00' 7.50' 00'18'43" 19 25.00' 39.36' 25.09' 90'12'36" 20 25.00' 39.27' 25.00' 90'00'00" 21 2784.00' 132.13' 66.08' 02'43'09" 22 10.00' 7.98' 4.22' 45'43'13" 23 10.00' 7.93' 4.19' 45'25'34" 24 40.00' 18.62' 9.48' 26'39'59" 25 75.00' 38.71' 1 19.79' 29'34'09" 26 75.00' 33.96' 17.27' 25'56'29" 27 2784.00' 67.67' 33.84' 01'23'33" 28 2784.00' 53.49' 26.75' 01'06'03" 29 2778.00' 15.00' 7.50' 00'18'34" 30 25.00' 39.18' 24.91' 89'47'44" 31 25.00' 38.70' 24.44' 88'41'30" 32 75.00' 72.66' 39.47' 55'30'38" 33 2784.00' 121.16' 60.59' 02'29'37" 34 2784.00' 123.02' 61.52' 02'31'54" 35 2778.00' 15.00' 7.50' 00'1834" 36 2784.00' 123.02' 61.52' 02'31'54" LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER P8"D\-STORM SIZE PIPE SIZE 1 SEWER STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o 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. CD- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP 'W31(CA)" - END "R6-1" - ONE WAY 'W14-1' - DEAD END "R5-1' - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)' - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY 'W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT -"W1-1" - CURVE ARROW "R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT I� FURNISH & INSTALL INTERCONNECT CONDUIT 43 res 116 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION El FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE now 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 II AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9Q INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER - SHEET WHERE SECTION IS SHOWN 01, r m z 0 0 W Qf Q 0 i 0 II �� J 0 II 00 (6 9 0 �' 0u o II J H A r LANDSCAPE " "j o LOT G GOSSIMER J j w o II II IZ CATCH BASIN Z 0 U- � J Q -j-4 o Fw-' J J GRADE BREAK NO' 8� 12 DRIVE 0 0 o VILLAGE ROSE STA. 0 26 o SEE SHEET g ° m N N J W O GREEN LANE o ARBOR LANE STA 8+7 ' CL 18.00 II °'a'�-� '�'�' JJ 06 ui C S E SHEET 18 `r N SEE SHEET 17 NORINAL 0.28' FL' RT,= - 18' 18'I `° _ 0'N cn w ,.;,.;Y vLL "I .O U ++J V) D <}•¢ -1-j _j _j _j _j J -i 118' 18'II �� -1J JJ II 18' 18'I DEPRESSED �LEV.=716 ( 27' L OOrnQ a w F.L E�_716.35'O.V.C,) 27' v Of rnrnm 00 U cSL� c�L, cis civ 27' 27' ULi ti� r I 27' 27' _ IQ -t¢ -OW � eQ w o0 JI NN COIF -N -N 'cy Q St �� c� cncnzo u �� o F- r� No -*o �o Lf �o �o o I B.C. a• a+� m Q ++ l 0 t, I 5' II 1 1 III I 0.28 F.L. co co Ki o N w t- [. 1 m_ d co m 5 Encn oo ? tntn cow �� % I STA, 9+1'3'38 + o ++ ++ ++ I N C.V a�ol m r- �`-•-- ++ I1 � JI I. N� m r jM W M `I I� STA. 0+83-40, 8 C.L 18.00RT.= m \ Fa- - S FL. a �; V) V) of ci Qa da v as v dd . I 12 12 (' o- d¢ err dd a ¢ I �� of (� 1 ^1 ~~ ~~ ~~ ~~ II 3 li w v c~n ° m v~ic~n a c~i' iI ,cNv II r 3 om cn cn a N cn w cn cn am cn cn ►� 11 pR��wPO �p F P/L-BW1 2 3 N 3 3 3 z N z ��� P$ E �• 8" 11 5 I� 6 I �6 k1 S\p r . O z 4 ? N49'26'3_4"E 11 �0 _� N _4 222.2_8' 12 �� N49*26'34"E _ 13+00 N 129.00' �R6 04 1��98 < 8"S -PUBLIC S �00 N S 3 8'`S -PUBLIC 4 S �y�P `L\� 4 O�\� 0x� / 2 / 1 J 4 J J P L -BW J J u J II �` u 2 3 n t, 1 0 0 01 S L I L, I LL LZ I I II N7 c1 C. 0 0l o of o o) o 0 0) o o i= NIN X o c6 o 0 0 0 0 0 o O o 0 / O } tf") �- tf') O �- U) O �- � 00 >- tf') 00 O CV 00 Q c0 O Q d tp Q N Q co 00 Q 0) + + � '`� W++ Cu h� O� Q ULa: W O �) W O +) W + +) W + JJ N(j N JJ + JJ JJ> `_ QI �I �I ! ciL� I� c3LZ -'-j�I c3 LL du: Qid c~nl moo FQ- Ql rQ FI �1 aD0 �I� �v oo Ut`�1 cvri U oNc� cn V)) W O O c� to c~ c� (!� to c� to (n c� N YQ N N N O O pp 0 t �"� p 00 w NCV Z C^p C^O NO' aON n co O ++ 9 I Q ++ ( 5 m ++ I Cj ++ OO ONO ( ++ I 00 {ll' W NN Ld m �� NN M.- W �� I 1 LaJ (j) cn cr�I.- NN U HH N C6 m N Lal NN F H A r 2 w cnEn 4 3 736 734 732 730 728 726 724 722 720 718 716 714 738 736 734 732 730 728 726 724 722 720 718 716 714 736 734 732 730 728 726 724 722 720 718 716 714 �. 10+00.00 C.L. TO STA. 15+50.00 C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NORTH FLOWLINE PROFILEJ CURB & GUTTER STATIONING wACID CENTERLINE STATIONING TABLE NO. DESC. STATION - Q STA. STA. J W H A STA. STA. 10+00.00, C.L. 10+00.00, C.L. TOPIARY DRIVE= GOSSIMER DRIVE r� Q STA. STA. 12+22.28, 10+00.00, C.L., C.L. TOPIARY DRIVE= VILLAGE GREEN LANE GRADE BREAK/(� INTERSECTION 4Q 35 13+51.28 10+00.00, 34 <1W CURVE F31 ;6SOUTH N 16+06.15, 10+00.00, ►► u n n TOPIARY DRIVE= AURORA WAY GRADE BREAK/q INTERSECTION � n STA STA. 20+96.54, 14+56.95, u n n I 0 0 O 0 Q O o O Ck o N CV to 00 M 00 to C4 cli J-► _I -j JJ JJ�I STA. J JJ' JJ JJ C3 L-: cis c3u: vLa: STA. -j v� dLL OL: vLz �t0 .O W) cooaN) oI 00O m' o0 -o �0 000' cd d pp _O _N F- ISN 12.00RT. m- z Mn V-) to tntn COOS -� ++ ++ ++ O ++ co +) U ++ ++' ++ ++ U Mn m to to Lo Lo LO to toLO O �� <1 I v v<<w<<e 0 cida0da wo Lai cn cn Laj En N a: N w Laj cn En V) 1 m V) (f)i a EEnn V) Li l V) N m N V)i � + Of =� r(j)C2 C4 113 U Q " M 12 c~n P/L-BW >: 4 14+00 N4926'34"E 4 15+00254.87' W - S 8"S -PUBLIC S IIcV F 7.- N (i)1 I Ic to KsQ •- Q O N Q 1� d- N > > > U-) 1}Q-O!Q-O O c� V) IV) C. cn Q I FQ-- tQ-) c� cn �( H �oN c� V) �o c<i) z I ( 20 ( �^ 19 m R? 2 1 U tZ� 4.4 135cncn P H A S r 1 �. 10+00.00 C.L. TO STA. 15+50.00 C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NORTH FLOWLINE PROFILEJ CURB & GUTTER STATIONING TABLE CENTERLINE STATIONING TABLE NO. DESC. STATION DESCRIPTION Q STA. STA. 9+13.38, C.L. TOPIARY DRIVE= 10+86.62, C.L. GOSSIMER DRIVE r 50' 'VERTICAL STA. STA. 10+00.00, C.L. 10+00.00, C.L. TOPIARY DRIVE= GOSSIMER DRIVE E.C./Ck INTERSECTION N40'33'26"W RAD. Q STA. STA. 12+22.28, 10+00.00, C.L., C.L. TOPIARY DRIVE= VILLAGE GREEN LANE GRADE BREAK/(� INTERSECTION 4Q STA. STA. 13+51.28 10+00.00, C.L., C.L. CURVE F31 ;6SOUTH N 16+06.15, 10+00.00, C.L., C.L. TOPIARY DRIVE= AURORA WAY GRADE BREAK/q INTERSECTION STA. STA STA. 20+96.54, 14+56.95, C.L., C.L., TOPIARY DRIVE= CICADIA DRIVE CL INTERSECTION/B.C. N4033'26"W RAD. Q STA. STA. F C.L., C.L., M 0) 04 n0 STA. 15+81.28, C.L. 12.00RT. STA. � © B.C. STA. C.L. 12.00RT. r 16+23.56, F.L. 100.00' VERTICAL CURVE 16+25.86, C.L. 15.00RT. MENNEN 16+31.51, F.L. ► NEER O Of N C4 113 " >: Fw-- Q W IIcV F N N Ic j w � N w 1- : C wN w J 4.4 - 100.00' VERTICA1. CURVEcv j ww w A j j m a ti � wLu wr w w w ow = �N °° Qo W WIr M J J Li L j- MEN D Q a - J N > � O O r- W Of W x _ t7 LA.I U W N .. n1 00 U wi •J Z co F- F- 1� In 3111 111111111110111111111 W LO CO lY Tcccco 0 00 IEEE J J W QJi. J j� Li A. Uti J m t j ,A to U% LLJCO U- co Nr- > LLJ ^ ^ + + + + °o° 04 i M z M w Q d' N 0: 00 N LW i Q 0 Q Q + + ,J w 00 co m Lo Lo r+i AP ROXIMA EXISTI G d j II LLJ o W tC) 11 w_j L o w j II I MENEM NN C]06 = ¢ •JN �r •- O NN < m ++ cn IN I V GR DE ®C QQ mlimlmm!111111111� of En - w W af W wZ W I w _jCU w ^ t` N M r+ w M M N W N F- �- ----- w oc j w __j w I- w - .^w-! V \ J + + 0� a a > 'O > U PROXIMA GRADE 0 CE EXIS:RN TERLINE c6 - - - - - - W O J �� tiLili N a s N Li -J--4 att" �r ®� a_ w >pQj Q ¢CC NV) d NN m - - -- ---- - J EJi Q>w LLL:LL:i �WjL. + +ciao CU °D1.o M In j5 O= - - - -- -- -- MENEM �_� I MENNEN 1 ►STING 11 m U) FZ N a �' o_N `-'' - - - - _ 1 ci w M �' o 0o o w cid APPRO (MATE RUNE ¢ m+ PpP�pE C _- S-0.56% rMi rr# MENEM rM rMi r�i � 0 No 0 o o c6 v~) V>j ®CEN No - - GR Komi I S- .56% g=1 m r<i oo � r ao GRADE PROPOS SOUTH FLOWLINL ILLIZ - 00 00 Lj En 0) O m O O 666 J "'�--- c) j d a d ME c) j - =0.57%--- �- F- fn n F- F- C, IQ- << i -�- _ _ -11111 i- SEE ST -1.447 Lu No NUA 110 F 1 0_ 111111111111111N= Z 104 OSED R v PRO ME W ANN ANN ANN lurt Q CON NUAITO a ANN MENEM n �01 m 11 12 13 14 15 16 J CENTERLINE PROFILE CURB & GUTTER STATIONING TABLE CENTERLINE STATIONING TABLE NO. DESC. STATION DESCRIPTION Q STA. STA. 9+13.38, C.L. TOPIARY DRIVE= 10+86.62, C.L. GOSSIMER DRIVE RCAL CURVE 50' 'VERTICAL STA. STA. 10+00.00, C.L. 10+00.00, C.L. TOPIARY DRIVE= GOSSIMER DRIVE E.C./Ck INTERSECTION N40'33'26"W RAD. Q STA. STA. 12+22.28, 10+00.00, C.L., C.L. TOPIARY DRIVE= VILLAGE GREEN LANE GRADE BREAK/(� INTERSECTION 4Q STA. STA. 13+51.28 10+00.00, C.L., C.L. CURVE F31 ;6SOUTH N 16+06.15, 10+00.00, C.L., C.L. TOPIARY DRIVE= AURORA WAY GRADE BREAK/q INTERSECTION STA. STA STA. 20+96.54, 14+56.95, C.L., C.L., TOPIARY DRIVE= CICADIA DRIVE CL INTERSECTION/B.C. N4033'26"W RAD. Q STA. STA. F C.L., C.L., M 0) 04 n0 STA. 15+81.28, C.L. 12.00RT. STA. � © B.C. STA. C.L. 12.00RT. r 16+23.56, F.L. 100.00' VERTICAL CURVE 16+25.86, C.L. 15.00RT. STA. 16+31.51, F.L. ► O Of N C4 C14 " >: Fw-- Q W IIcV F N N Ic j w � N w 1- : C wN w J 4.4 - 100.00' VERTICA1. CURVEcv j ww w A j j m a ti � wLu wr w w w ow = �N °° Qo W WIr M J J Li L j- W D Q - J N > � O O r- W Of W x _ t7 LA.I U W N .. n1 00 U wi •J Z co F- F- 1� O) W LO CO lY Tcccco 0 00 J J W QJi. J j� Li Uti J m t j ,A to U% LLJCO U- co Nr- > LLJ ^ ^ + + + + °o° 04 i M z M w Q d' N 0: 00 N LW i Q 0 Q Q + + ,J w 00 co m Lo Lo r+i AP ROXIMA EXISTI G d j II LLJ o W tC) 11 w_j L o w j II NN C]06 = ¢ •JN �r •- O NN < m ++ cn I V GR DE ®C QQ of En - w W af W wZ W I w _jCU w ^ t` N M r+ w M M N W N F- �- ----- w oc j w __j w I- w - .^w-! V \ J + + 0� a a > 'O > U PROXIMA GRADE 0 CE EXIS:RN TERLINE c6 - - - - - - W O J �� tiLili N a s N Li -J--4 att" �r ®� a_ w >pQj Q ¢CC NV) d NN m - - -- ---- - J EJi Q>w LLL:LL:i �WjL. + +ciao CU °D1.o M In j5 O= - - - -- -- -- �_� o^ E ►STING m U) FZ N a �' o_N `-'' - - - - _ ci w M �' o 0o o w cid APPRO (MATE RUNE ¢ m+ PpP�pE C _- S-0.56% rMi rr# S= rM rMi r�i � 0 No 0 o o c6 v~) V>j ®CEN No - - GR S- .56% g=1 m r<i oo � r ao GRADE PROPOS SOUTH FLOWLINL ILLIZ - 00 00 Lj En 0) O m O O 666 J "'�--- c) j d a d c d c) j - =0.57%--- �- F- fn n F- F- C, IQ- << i -�- _ _ i- SEE ST -1.447 Lu CON NUA 110 F Z 104 OSED R v PRO ESEET9 lurt Q CON NUAITO 8 9 10 11 12 13 n n 736 734 732 730 728 726 724 722 720 718 716 714 738 736 734 732 730 728 726 724 722 720 718 716 714 14 15 16 J FLOKINE PROFILE CURB & GUTTER STATIONING TABLE CENTERLINE STATIONING TABLE NO. DESC. STATION DESCRIPTION Q STA. STA. 9+13.38, C.L. TOPIARY DRIVE= 10+86.62, C.L. GOSSIMER DRIVE RCAL CURVE Q STA. STA. 10+00.00, C.L. 10+00.00, C.L. TOPIARY DRIVE= GOSSIMER DRIVE E.C./Ck INTERSECTION N40'33'26"W RAD. Q STA. STA. 12+22.28, 10+00.00, C.L., C.L. TOPIARY DRIVE= VILLAGE GREEN LANE GRADE BREAK/(� INTERSECTION 4Q STA. STA. 13+51.28 10+00.00, C.L., C.L. INTERSECTION F31 ;6SOUTH N 16+06.15, 10+00.00, C.L., C.L. TOPIARY DRIVE= AURORA WAY GRADE BREAK/q INTERSECTION STA. STA STA. 20+96.54, 14+56.95, C.L., C.L., TOPIARY DRIVE= CICADIA DRIVE CL INTERSECTION/B.C. N4033'26"W RAD. Q STA. STA. F C.L., C.L., M 0) 04 n0 STA. 15+81.28, C.L. 12.00RT. STA. F.L. © B.C. STA. C.L. 12.00RT. r 16+23.56, F.L. 100.00' VERTICAL CURVE 16+25.86, C.L. 15.00RT. STA. 16+31.51, F.L. Of N C4 C14 >: Fw-- Q W 0 Ic � N w 1- : C wN w J 4.4 v) j ww w A B a ti � wLu wr w w w ow = �N °° Qo M Li L j- W D Q - J N � O r- 000 Lj Q _ t7 N .. n1 00 U wi Z co F- F- 1� O) W lY O O O 0 00 ®td m t j ,A to c0 LLJCO U- Y 00 Nr- > LLJ ^ ^ + + + + °o° 04 i M z M w '+� LW i Q 0 Q Q ,J r r+i AP ROXIMA EXISTI G d LLJ o it 0 coj w w_j L o w m •- U cn I d GR DE ®C NTERLIN of En - w - W wZ LLI W _jCU w N W N ----- CU - .^w-! V \ J > > 'O > U a: cn c6 V) N Q N a s N Li -J--4 att" �r ®� a_ w m a o_ w -- + +ciao w + °D1.o M In o _- -- -- �_� EX15�E _ o o w cid U L`' a ¢ m+ PpP�pE C _- S-0.56% S= 007 U)) La: a azo c6 v~) V>j u: v~) No '- GR S- .56% PROPOS SOUTH FLOWLINL ILLIZ - J i- SEE ST -1.447 CON NUA 110 F 0 10 11 12 13 14 15 736 734 732 730 728 726 724 722 720 718 716 714 16 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C P18"� IPE SIZE r- PIPE SIZE SEWER STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. I FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END 'R6-1" - ONE WAY 'W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2' - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY 'W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "WI -1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Op 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CO SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT !�3 TR5 - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Ot CURVE NUMBER FOR CURVE DESCRIPTION F1 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 10 CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WlDlli DRIVEWAY W/3' WINGS PER C.0.6. SID. 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7W CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. DO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER -2 SHEET WHERE SECTION IS SHOWN K -azo-I(e 04 ) o'I t r 'D nR i""I uum 11w, j v, u r CURB & GUTTER STATIONING TABLE CENTERLINE STATIONING TABLE NO. DESC. STATION DESCRIPTION Q STA. STA. 9+13.38, C.L. TOPIARY DRIVE= 10+86.62, C.L. GOSSIMER DRIVE B.C./GRADE BREAK/� INTERSECTION N54'5301"E RAD. Q STA. STA. 10+00.00, C.L. 10+00.00, C.L. TOPIARY DRIVE= GOSSIMER DRIVE E.C./Ck INTERSECTION N40'33'26"W RAD. Q STA. STA. 12+22.28, 10+00.00, C.L., C.L. TOPIARY DRIVE= VILLAGE GREEN LANE GRADE BREAK/(� INTERSECTION 4Q STA. STA. 13+51.28 10+00.00, C.L., C.L. TOPIARY DRIVE= ROSE ARBOR LANE INTERSECTION F31 STA. STA. 16+06.15, 10+00.00, C.L., C.L. TOPIARY DRIVE= AURORA WAY GRADE BREAK/q INTERSECTION STA. STA STA. 20+96.54, 14+56.95, C.L., C.L., TOPIARY DRIVE= CICADIA DRIVE CL INTERSECTION/B.C. N4033'26"W RAD. Q STA. STA. 21+96.19, 13+57.30, C.L., C.L., TOPIARY DRIVE= CICADA DRIVE E.C./GRADE BREAK/(� INTERSECTION S29'38'27"W RAD. LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C P18"� IPE SIZE r- PIPE SIZE SEWER STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. I FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END 'R6-1" - ONE WAY 'W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2' - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY 'W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "WI -1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Op 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CO SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT !�3 TR5 - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Ot CURVE NUMBER FOR CURVE DESCRIPTION F1 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 10 CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WlDlli DRIVEWAY W/3' WINGS PER C.0.6. SID. 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7W CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. DO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER -2 SHEET WHERE SECTION IS SHOWN K -azo-I(e 04 ) o'I t r 'D nR i""I uum 11w, j v, u r CURB & GUTTER STATIONING TABLE CURVE NO. DESC. TANGENT C.L. STATION 1 F.L. STATION 86.62' Q P.R.C. STA. 12+74.14, C.L. 73.99' STA. 12+74.95, F.L. D BH NDA Y STA. 13+24.44, C.L. 13.80RT. STA. 13+26.42, F.L. F31 P.R.C. STA. 13+25.86, C.L. 15.00RT. STA. 13+28.28, F.L. 0 P.R.C. STA. 15+74.14, C.L. 15.00RT. STA. 15+78.18, F.L. ❑5 E.C. STA. 15+81.28, C.L. 12.00RT. STA. 15+86.13, F.L. © B.C. STA. 16+18.72, C.L. 12.00RT. STA. 16+23.56, F.L. 0 P.R.C. STA. 16+25.86, C.L. 15.00RT. STA. 16+31.51, F.L. LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C P18"� IPE SIZE r- PIPE SIZE SEWER STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. I FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END 'R6-1" - ONE WAY 'W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2' - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY 'W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "WI -1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Op 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CO SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT !�3 TR5 - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Ot CURVE NUMBER FOR CURVE DESCRIPTION F1 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 10 CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WlDlli DRIVEWAY W/3' WINGS PER C.0.6. SID. 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7W CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. DO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER -2 SHEET WHERE SECTION IS SHOWN K -azo-I(e 04 ) o'I t r 'D nR i""I uum 11w, j v, u r CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 52.00' 86.62' 57.19' 95'26'27" 2 52.00' 99.65' 73.99' 109'48'07" 3 34.00' 56.64' 37.39' 95'26'27" 4 10.00' 7.95' 4.20' 45'34'23" 5 25.00' 39.19' 24.92' 89'48'40" 6 25.00' 39.35' 25.08' 90'11'20" 7 25.00' 39.27' 25.00' 90'00'00" 8 34.00' 65.16' 1 48.38' 1 109'48'07" LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C P18"� IPE SIZE r- PIPE SIZE SEWER STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. I FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END 'R6-1" - ONE WAY 'W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2' - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY 'W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "WI -1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Op 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CO SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT !�3 TR5 - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Ot CURVE NUMBER FOR CURVE DESCRIPTION F1 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 10 CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WlDlli DRIVEWAY W/3' WINGS PER C.0.6. SID. 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7W CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. DO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER -2 SHEET WHERE SECTION IS SHOWN K -azo-I(e 04 ) o'I t r 'D nR i""I uum 11w, j v, u r m z 0 cn W Of Fw-- Q 0 m 738 736 734 732 730 728 726 724 722 720 718 716 714 738 736 734 732 730 728 726 724 722 720 718 716 714 738 7 7 7 7 7 7 7 7 7 71 71 71 34 w' w l b +o 0 254.87' P W A � r TOPIARY DRIVE (STA. 15+50.00 C.L. TO STA. 21+96.19 C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Z�k�REPK 1a p0 S•(P•� OE G�-• EG GZ kg��96, F 5� P' 22k S'P' NORTH FLOWLINE PROFILE CURVE TABLE TABLE CURVE RADIUS LENGTH TANGENT DELTA t 52.00' 86.62' 57.19' 95'26'27" 2 52.00' 99.65' 73.99' 109'48'07" 3 34.00' 56.64' 37.39' 95.26'27" 4 10.00' 7.95' 4.20' 45'34'23" 5 25.00' I- ISOP 24.92' 89'48'40" SOUTH FLOWLINE PROFILE 25.00' 39.35' 25.08' 90'11'20" 7 a86 25.00' 39.27' 25.00' 90'00'00" a5 34.00' 65.16' 48.38' 109'48'07" STA. 15+86.13, F.L. © B.C. STA. 16+18.72, C.L. 12.00RT. STA. 16+23.56, F.L. O Lo P.R.C. tMp 16+25.86, C.L. 15.00RT. STA. d N N n _ n j Lo j T-- M N N N j j W 0 w J w w w . D w j W w N J W o v whf - - -- _Q a -- -- -- -- - - N w w---- J `O Z �`' EXISIIN w J� - - - - - - - - `>`' co `� •- APP OXIMATE LINE - - - - c� - - c� + �W a 0 to Lo = H N 06 Q O M O % - -- i L) W `;-m w mv~i V) cn --- - _ Z TS- uj � + - _ + Z + APP OXIMA C SHEE 12 Lli Of �co 4-RONE APP OX►MATEEXISTING v - ------------- W W w,+n m- � w� o a FOR - - - - -- -- - - _ S=0.7 % S=1 00%to -0.67" n x Lo a UQ d'Fa- C9 W_ �N o! 0. IaJN --_--'-- _ - - - - - S SHEET 12 FOR SEE n N Wcli n - - - - - - - - - CONTINU TION - - - - J u- o Q > w > w _ of 04 S=1 _ 7% rn N =0.51%L -' WLINE - - - - - - - - S=0.5 " n P g 1.00% ,� PR POSED •cj 0 O I N w M •N K + U ® W ¢ CENTS LINE O w+ + Z m PROPOSE�� N N W U N U N w ' < J w it o Q . 0.56% OSED S I}{ FLO INE Q U w eQ ' w Q _ ® ,l; _ U oo rn O .- PRO v~i v~i cn U N N N Q N N N <+w -q cND W -1 JJJ �• Z > + N N L (W W Z W > w > w j W > > • -i � M CU ti li N J N w >� 50.0 >� w - - 00 w w +N UNN C t2 RTICAL URVE �� u: in ro cn -�� a cn o ►,icn e� N �} � N jU '�QQ Vi C4 +�-F K L M M NN NNN �- d�� NCVN U 1- Q 1/ i$ 19 20 21 738 736 734 732 730 728 726 724 722 720 718 716 714 23 CENTERLINE PROFILE CURVE TABLE TABLE CURVE RADIUS LENGTH TANGENT DELTA t 52.00' 86.62' 57.19' 95'26'27" 2 52.00' 99.65' 73.99' 109'48'07" 3 34.00' 56.64' 37.39' 95.26'27" 4 10.00' 7.95' 4.20' 45'34'23" 5 25.00' 39.19' 24.92' 89'48'40" SOUTH FLOWLINE PROFILE 25.00' 39.35' 25.08' 90'11'20" 7 a86 25.00' 39.27' 25.00' 90'00'00" a5 34.00' 65.16' 48.38' 109'48'07" STA. 15+86.13, F.L. © B.C. STA. 16+18.72, C.L. 12.00RT. STA. 16+23.56, F.L. Q P.R.C. STA. 16+25.86, C.L. 15.00RT. STA. 16+31.51, F.L. co cp c0 _ n Lo j T-- M N N N w . j W > W J W whf w w---- w J� w w - - - a 0 Lo = H N 06 Q O M O - -- -- __ W Y � _ Z to r m uj � + - _ + Z + APP OXIMA EXI L NE Lli Of �co 4-RONE APP OX►MATEEXISTING v - ------------- W W w,+n m- � w� o a �� w_ rr -- -- - - _ S=0.7 % -0.67" N ''Q a UQ d'Fa- C9 W_ �N o! 0. IaJN --_--'-- _ - - - - - S SHEET 12 FOR SEE HEET 12 FOR - - - - - - - - - CONTINU TION - - - - - - - CNDNIIATION _ of 04 S=1 00_ % rn N -' - - - - - - - - n g 1.00% 0t Y •cj 0 O N w M •N Q CENTS LINE O w^ w m PROPOSE�� w W J w ' < w it o J . 0.56% OSED S I}{ FLO INE _ ® ,l; N U � M j UJ PRO J� WJE' <+w -q cND -1 JJJ �• Z > + N N W Z LL: li - CU W W (_j O • -i � M CU ti li N J N w >� >� - - 00 aj njr �00� Q +N UNN C t2 �� u: in ro cn -�� a cn o ►,icn 00 rl Lo OMi jU '�QQ Vi C4 +�-F K L Y NN NNN �- d�� NCVN U 1- Q U QQ HHIa- > Fa--tQ-FQ- CAL CURVE m VER 6 50. 4 RTICAL CURVE T -j K L N ,c wn 1/ 1 ti 19 Kol 21 22 738 736 734 732 730 728 726 724 722 720 718 716 714 23 36 34 32 30 28 26 24 22 20 CURVE TABLE TABLE CURVE RADIUS LENGTH TANGENT DELTA t 52.00' 86.62' 57.19' 95'26'27" 2 52.00' 99.65' 73.99' 109'48'07" 3 34.00' 56.64' 37.39' 95.26'27" 4 10.00' 7.95' 4.20' 45'34'23" 5 25.00' 39.19' 24.92' 89'48'40" SOUTH FLOWLINE PROFILE 25.00' 39.35' 25.08' 90'11'20" 7 a86 25.00' 39.27' 25.00' 90'00'00" a5 34.00' 65.16' 48.38' 109'48'07" STA. 15+86.13, F.L. © B.C. STA. 16+18.72, C.L. 12.00RT. STA. 16+23.56, F.L. Q P.R.C. STA. 16+25.86, C.L. 15.00RT. STA. 16+31.51, F.L. co cp c0 _ n T-- M N N N j W > W J W w w---- w w - - - a 0 = H N 06 Q O M O -- -- __ c> _ Z to r m uj � + C14_ + + Z + APP OXIMA EXI L NE v W W w,+n m- � w� o a �� rr -- -- - S=0.7 % -0.67" N ''Q a UQ d'Fa- C9 W_ �N o! 0. IaJN --_--'-- _--- SEE HEET 12 FOR m (n fn W _ - - - c0 N CNDNIIATION _ of 04 of 04 W rn N vi N - - - - - - - - g 1.00% N w M •N O w^ w w W J w ' < S . 0.56% OSED S I}{ FLO INE _ ® ,l; N U � M 17 PRO rri <+w -q cND �• > + N N W Z N J N w >� >� �� u: in ro cn -�� a cn o ►,icn =< K L Y 8 U Q CAL CURVE VER 6 4 T -j L. Iri tt 19 20 21 M 23 738 736 734 732 730 728 726 724 722 720 718 716 714 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C PIPE SIZE /-PIPE SIZE $" 18"Q SEWER `�-STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -t. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -t" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1 -l" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS QD 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 1B3 Tgs Tgs 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 DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE M ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7M2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: FE SECTION LETTER Q q - ab -l4 N3 D *J L7 CURVE TABLE TABLE CURVE RADIUS LENGTH TANGENT DELTA t 52.00' 86.62' 57.19' 95'26'27" 2 52.00' 99.65' 73.99' 109'48'07" 3 34.00' 56.64' 37.39' 95.26'27" 4 10.00' 7.95' 4.20' 45'34'23" 5 25.00' 39.19' 24.92' 89'48'40" 13+28.28, 25.00' 39.35' 25.08' 90'11'20" 7 a86 25.00' 39.27' 25.00' 90'00'00" a5 34.00' 65.16' 48.38' 109'48'07" 738 736 734 732 730 728 726 724 722 720 718 716 714 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C PIPE SIZE /-PIPE SIZE $" 18"Q SEWER `�-STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -t. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -t" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1 -l" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS QD 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 1B3 Tgs Tgs 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 DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE M ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7M2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: FE SECTION LETTER Q q - ab -l4 N3 D *J L7 CURB & GUTTER STATIONING TABLE CENTERLINE STATIONING TABLE NO. DESC. STATION C.L. STATION Q F.L. STATION 9+13.38, C.L. TOPIARY DRIVE= 10+86.62, C.L. GOSSIMER DRIVE Q P.R.C. STA. 12+74.14, C.L. C.L. C.L. STA. 12+74.95, F.L. 0 BOUNDARY STA. 13+24.44, C.L. 13.80RT. STA. 13+26.42, F.L. 3 P.R.C. STA. 13+25.86, C.L. 15.00RT. STA. 13+28.28, F.L. ® P.R.C. STA. 15+74.14, C.L. 15.00RT. STA. 15+78.18, F.L. a5 E.C. STA. 15+81.28, C.L. 12.00RT. STA. 15+86.13, F.L. © B.C. STA. 16+18.72, C.L. 12.00RT. STA. 16+23.56, F.L. Q P.R.C. STA. 16+25.86, C.L. 15.00RT. STA. 16+31.51, F.L. 738 736 734 732 730 728 726 724 722 720 718 716 714 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C PIPE SIZE /-PIPE SIZE $" 18"Q SEWER `�-STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -t. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -t" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1 -l" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS QD 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 1B3 Tgs Tgs 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 DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE M ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7M2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: FE SECTION LETTER Q q - ab -l4 N3 D *J L7 CENTERLINE STATIONING TABLE NO. STATION DESCRIPTION Q STA. STA. 9+13.38, C.L. TOPIARY DRIVE= 10+86.62, C.L. GOSSIMER DRIVE GRADE BREAK/B.Cj/ INTERSECTION N54°53'01"E RAD. 2 STA. STA. 10+00.00, 10+00.00, C.L. C.L. TOPIARY DRIVE= GOSSIMER DRIVE E.C./CL INTERSECTION N40°33'26"W RAD. 0 STA. STA. 12+22.28, 10+00.00, C.L. C.L. TOPIARY DRIVE= VILLAGE GREEN LANE GRADE BREAK/� INTERSECTION Q STA. STA. 13+51.28, 10+00.00, C.L. C.L. TOPIARY DRIVE= TOPIARY LANE INTERSECTION Q STA. STA. 16+06.15, 10+00.00, C.L. C.L. TOPIARY DRIVE= AURORA WAY GRADE BREAK/� INTERSECTION © STA STA. 20+96.54, 14+56.95, C.L. C.L. TOPIARY DRIVE= CICADA DRIVE INTERSECTION/B.C. N40'33'26"W RAD. Q STA. STA. 21+96.19, 13+57.30, C.L. C.L. TOPIARY DRIVE= CICADA DRIVE GRADE BREAK/E.Cj/ INTERSECTION S29'38'27"W RAD. 738 736 734 732 730 728 726 724 722 720 718 716 714 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C PIPE SIZE /-PIPE SIZE $" 18"Q SEWER `�-STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -t. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -t" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1 -l" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS QD 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 1B3 Tgs Tgs 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 DESCRIPTION 0 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE M ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7M2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: FE SECTION LETTER Q q - ab -l4 N3 D *J L7 r 1.gxff . STA. g+18 ` �KEAK STA. 8+90.04 F'� 18.00RT._ STq, �22.2S- F.L. 9 Zoe plV UU Q -1 _i a: ca op- C U� 3Q 0O "O \ c +o + 0 � o cv U Q iQQ V W C 131MONARCH DRIVE s (STA. 9+18.32 C.L. TO STA. 16+00.00 C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 730 728 726 724 722 720 718 716 714 712 710 708 r► 34 SEE DETAIL '5" ON SHEET 2 FOR ROUNDABOUT LAOT E PE CONSTRUCTION DETAILS J 111 c;n FH A r 3R I -i4 F H A S r 706 732 730 728 726 724 722 720 718 716 714 712 71 70 ,n 11 kVA IJ 1 T 730 728 726 724 722 720 718 716 714 712 710 708 706 7 8 �/ • - 0 8 CURB & GUTTER STATIONING TABLE RADIUS NO. DESC. DELTA C.L. STATION 52.00' F.L. STATION 52.00' Fl P.R.C. STA. 11+68.22, C.L. 15.01 LT. ENT MIN PR FIL 22 SOUTH FLOWLINE PROFILE STA. 11+75.43, C.L. 12.00LT. STA. 11+76.14, F.L. E3 P.C.C. 5 VERTIC L CURVE L 12.00LT. STA. 12+82.09, 5 ��' NORTH FLOWLINE PROFILE A STA. 12+85.54, C.L. 15.01LT. STA. 12+90.07, F.L. E5 VERTIC AL CUR STA. 17+48.13, C.L. d F n F.L. © P.C.C. STA. 17+55.33, C.L. 12.00LT. STA. 17+58.96, F.L. 70 P.R.C. STA. 11+68.35, C.L. 14.99RT. STA. 11+70.04, F.L. ® P.R.C. STA. 12+85.41, C.L. 14.99RT. STA. 00 F.L. ® P.R.C. STA. 17+51.68, C.L. 14.99RT. STA. 17+60.53, F.L. 25.00' CENTERLINE STATIONING TABLE 91'28'54" 00 25.00' N DESCRIPTION 90'13'53" 18 d STA. 11+75.43, C.L. GRADE BREAK 19 2494.00' 14.78' 7.39' 00'20'22" 00 34.00' E F 00 011 0 L(i 109.96' 70.00' 90'00'00" 22 2530.00' 116.86' 58.44' 1 [in 23 D W Co 45'44'07" 00 10.00' 7.93' 4.18' 45'24'47" 25 2524.00' 15.00' 7.50' 00.20'26" 26 25.00' 39.17' 24.90' m .- t -- 38.64' 24.38' 88.33'41" 28 2524.00' 15.12' 7.56' A 29 10.00' 0 4.18' 45'24'41" r2 ri r r�i r�i w d ^ 45'44'07" r > o w 10'18'37" w 2524.00' 122.93' 61.48' 02'47'26" 33 2524.00' 54.50' 27.25' 01'14'14" W 2 25.00' 40.44' 26.20' 92'40'33" 35 25.00' 37.38' 23.17' 1 85'39'27" 36 2524.00' 29.20' 14.60' 00'39'46" 37 _ r 8.25' U-> J w 111.66' 71.72' -U U) M M LLJ Ld Q) V > N W W rn ^'d' W w J rl � 00 M v `+ > w w > w w w w U o XIMATE- q ui >> W w w W w w^ -� J w v r r w O I- O m (STING W J J w w J w -- v� OR (STING U w w W w r - - N ('> ®� + 000 + Z + w + PPRO (MATE E NE ww - - N - - - L,IFz ``'ui II 0 W II ��-� _jw 1- - N C5 - 00 O4 - •- co 60, '-04 L0 ao �� W + + ci�c���P �� pPPRO IMATE GR - _----_ ---- - - - - - - i? JF -1- wJ0_ Q zAUt - w N Q �Jpj NN r GRAD - - - - - - -- - - uj > (n o LO LO 0% a a v w ir v v w a cn o p_ (n -- �Q ciQ w¢� t- (n W UJi 0u -U_ LL: LL: +++ + U 0.96% _ 1.d - m 0 Ua N O_ N 0_ � d N ti N U) (n 0_ - -- _ - °o - - o o -- ei am b m s= .96% W mNrn W . . 000 If ++ HHH cis >. > ¢oQ - - __-'� + a -' 0 06(00 K + + + C) Fa- a v~ia(~n ONILINE _ _ CO W (n _ - - z a o o 22% v� 1 4g% �, �, NE �.- p OPOSED U O Q c6 - - W vQQa S FLO � �� -- _ III � pROPO ED NOR _ '_ ao _ 7% ,� � U CENTE LINE _ cQc 6 - / ROPOS r =1.58% 8% RC ORIVE U i _ 37% ED SOU FI -0`M-1 E > 0 J > J a EECONTI UATION _ - S=1 5% FplR 0 w w a a S --i.45 . . , 1A 1 FOR 1 UA�ON a a � 706 732 730 728 726 724 722 720 718 716 714 712 71 70 ,n 11 kVA IJ 1 T 730 728 726 724 722 720 718 716 714 712 710 708 706 7 8 �/ • - 0 8 CURB & GUTTER STATIONING TABLE RADIUS NO. DESC. DELTA C.L. STATION 52.00' F.L. STATION 52.00' Fl P.R.C. STA. 11+68.22, C.L. 15.01 LT. ENT MIN PR FIL 22 SOUTH FLOWLINE PROFILE STA. 11+75.43, C.L. 12.00LT. STA. 11+76.14, F.L. E3 P.C.C. 5 VERTIC L CURVE L 12.00LT. STA. 12+82.09, F.L. 0 A STA. 12+85.54, C.L. 15.01LT. STA. 12+90.07, F.L. E5 P.R.C. STA. 17+48.13, C.L. 15.01LT. F n F.L. © P.C.C. STA. 17+55.33, C.L. 12.00LT. STA. 17+58.96, F.L. 70 P.R.C. STA. 11+68.35, C.L. 14.99RT. STA. 11+70.04, F.L. ® P.R.C. STA. 12+85.41, C.L. 14.99RT. STA. 12+89.30, F.L. ® P.R.C. STA. 17+51.68, C.L. 14.99RT. STA. 17+60.53, F.L. 25.00' CENTERLINE STATIONING TABLE 91'28'54" F- 25.00' N DESCRIPTION 90'13'53" 18 d STA. 11+75.43, C.L. GRADE BREAK 19 2494.00' 14.78' 7.39' 00'20'22" 00 34.00' 54.23' D 00 011 0 L(i 109.96' 70.00' 90'00'00" 22 2530.00' 116.86' 58.44' 1 [in 23 10.00' W 4.22' 45'44'07" 00 10.00' 7.93' 4.18' 45'24'47" 25 2524.00' 15.00' 7.50' 00.20'26" 26 25.00' 39.17' 24.90' m .- t -- 38.64' 24.38' 88.33'41" 28 2524.00' 15.12' 7.56' 00'20'35" 29 10.00' 7.93' 4.18' 45'24'41" 30 - 00 7.98' 4.22' 45'44'07" 31 2530.00' o 228.25' 10'18'37" 32 2524.00' 122.93' 61.48' 02'47'26" 33 2524.00' 54.50' 27.25' 01'14'14" 34 25.00' 40.44' 26.20' 92'40'33" 35 25.00' 37.38' 23.17' 1 85'39'27" 36 2524.00' 29.20' 14.60' 00'39'46" 37 _ r 8.25' 00'22'25" 38 70.00' 111.66' 71.72' 91'23'40" r'i M M LLJ Ld Q) ^ ^ W W rn ^'d' W w J rl � 00 M v `+ > w w > w w w w U o XIMATE- q >> W II w~� \ w Y 1- J J w w J w w w v� (STING H W r - - N ('> O ww - - m L,IFz ``'ui II W II ��-� _jw Zo vii O4 c5 r'w� ao C-4 t- GRA pPPRO IMATE RUNE - - - - - - - i? JF -1- wJ0_ Q - " �.-� - w N Q �Jpj NN r GRAD - - - - - - -- - - > (n o LO LO 0% a a v ir v v w Q v U a o_ p_ (n -- W UJi 0u -U_ LL: LL: +++ + U NVN _ 1.d - W °o - - o o -- ei am b m --- mNrn 1q . . 000 If ++ HHH cis >. > ¢oQ >�� 1LL.1 __-'� a -' 0 06(00 K + + + Fa- a v~ia(~n ONILINE _ cD CO W (n _ - - a o o 22% v� 1 4g% �, �, �.- p OPOSED U W vQQa S � �� -- _ III z '_ a _ 7% ,� � CENTE LINE _ - ROPOS 8% RC ORIVE U i _ 37% ED SOU FI -0`M-1 E > r > J > J a - _ - S=1 5% FplR 0 w w a a S --i.45 -SEEION 1 FOR CONT( UA�ON a a � HEFT .. M 706 730 728 726 724 722 720 718 716 714 712 710 70 ,n 11 IYA IJ 1 T 732 730 728 726 724 722 720 718 716 714 712 710 708 706 7 730 8 CURB & GUTTER STATIONING TABLE RADIUS NO. DESC. DELTA C.L. STATION 52.00' F.L. STATION 52.00' Fl P.R.C. STA. 11+68.22, C.L. 15.01 LT. STA. 11+68.16, F.L. 22 SOUTH FLOWLINE PROFILE STA. 11+75.43, C.L. 12.00LT. STA. 11+76.14, F.L. E3 P.C.C. STA. 12+78.33, C.L. 12.00LT. STA. 12+82.09, F.L. 0 P.R.C. STA. 12+85.54, C.L. 15.01LT. STA. 12+90.07, F.L. E5 P.R.C. STA. 17+48.13, C.L. 15.01LT. STA. 17+50.98, F.L. © P.C.C. STA. 17+55.33, C.L. 12.00LT. STA. 17+58.96, F.L. 70 P.R.C. STA. 11+68.35, C.L. 14.99RT. STA. 11+70.04, F.L. ® P.R.C. STA. 12+85.41, C.L. 14.99RT. STA. 12+89.30, F.L. ® P.R.C. STA. 17+51.68, C.L. 14.99RT. STA. 17+60.53, F.L. 25.00' CENTERLINE STATIONING TABLE 91'28'54" F- 25.00' STATION DESCRIPTION 90'13'53" 18 d STA. 11+75.43, C.L. GRADE BREAK 19 2494.00' 14.78' 7.39' 00'20'22" 20 34.00' 54.23' D 00 011 0 L(i 109.96' 70.00' 90'00'00" 22 2530.00' 116.86' 58.44' 1 02'38'47" 23 10.00' W 4.22' 45'44'07" 24 10.00' 7.93' 4.18' 45'24'47" 25 2524.00' 15.00' 7.50' 00.20'26" 26 25.00' 39.17' 24.90' m .- 25.00' 38.64' 24.38' 88.33'41" 28 2524.00' 15.12' 7.56' 00'20'35" 29 10.00' 7.93' 4.18' 45'24'41" 30 10.00' 7.98' 4.22' 45'44'07" 31 2530.00' 455.27' 228.25' 10'18'37" 32 2524.00' 122.93' 61.48' 02'47'26" 33 2524.00' 54.50' 27.25' 01'14'14" 34 25.00' 40.44' 26.20' 92'40'33" 35 25.00' 37.38' 23.17' 1 85'39'27" 36 2524.00' 29.20' 14.60' 00'39'46" 37 _ 16.50' 8.25' 00'22'25" 38 70.00' 111.66' 71.72' 91'23'40" r'i M M rl � 00 M v `+ > w w > w w w w U o XIMATE- W J J w w J w w w H - r n n N ('> PPR - - Zo O4 v� ao wN GRA __------- - Q r > (n o v 0% a a v ir v v w Q v U a o_ p_ (n i LLJ _ 1.d - W °o + o am b m --- - a -' SOUTH F ONILINE _ cD CO W (n _ - - 22% v� 1 4g% S p OPOSED U S III V) a S=1. 7% ,� � i g=1 37% ED SOU FI -0`M-1 E > r > J > J FplR 0 w w a a CONT( UA�ON a a � M _ .• ,R 16 1 706 8 0 10 11 1L IJ ,T 728 726 724 722 720 718 716 714 712 710 708 706 7 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P/L PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C PIPE SIZE `- PIPE SIZE 18"Q SEWER `�--STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. o@ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. {�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP-W31(CA)' - END "R6-1" - ONE WAY 'W14-1" - DEAD END "R5-1" - DO NOT ENTER 'W14-2" - NO OUTLET 'R26(CA)' - NO PARKING "Wl-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "Wi-6" - SINGLE ARROW "R4-7" - KEEP RIGHT 'W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD - - STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS Qp 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TR 5 B5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �j CURVE NUMBER FOR CURVE DESCRIPTION FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 10 CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) S, CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. �3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 0 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER P IL -- -- - A No. 02 X Exo! q `,. OF CA Al -OU-I& CI 0 au I V CCORD Ot 3 LO rn 0 V) M rn Z) - 00 z co Z O0 I J Q bi wvCC) w c`o 0 G: 0 Of w Y a m M L0 r; 00 0 Z m < 0 0 D J U) m m o � W Y < W D U CURB & GUTTER STATIONING TABLE RADIUS NO. DESC. DELTA C.L. STATION 52.00' F.L. STATION 52.00' Fl P.R.C. STA. 11+68.22, C.L. 15.01 LT. STA. 11+68.16, F.L. 22 P.C.C. STA. 11+75.43, C.L. 12.00LT. STA. 11+76.14, F.L. E3 P.C.C. STA. 12+78.33, C.L. 12.00LT. STA. 12+82.09, F.L. 0 P.R.C. STA. 12+85.54, C.L. 15.01LT. STA. 12+90.07, F.L. E5 P.R.C. STA. 17+48.13, C.L. 15.01LT. STA. 17+50.98, F.L. © P.C.C. STA. 17+55.33, C.L. 12.00LT. STA. 17+58.96, F.L. 70 P.R.C. STA. 11+68.35, C.L. 14.99RT. STA. 11+70.04, F.L. ® P.R.C. STA. 12+85.41, C.L. 14.99RT. STA. 12+89.30, F.L. ® P.R.C. STA. 17+51.68, C.L. 14.99RT. STA. 17+60.53, F.L. 25.00' CENTERLINE STATIONING TABLE 91'28'54" NO. 25.00' STATION DESCRIPTION 90'13'53" 18 d STA. 11+75.43, C.L. GRADE BREAK 19 2494.00' LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P/L PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C PIPE SIZE `- PIPE SIZE 18"Q SEWER `�--STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. o@ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. {�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP-W31(CA)' - END "R6-1" - ONE WAY 'W14-1" - DEAD END "R5-1" - DO NOT ENTER 'W14-2" - NO OUTLET 'R26(CA)' - NO PARKING "Wl-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "Wi-6" - SINGLE ARROW "R4-7" - KEEP RIGHT 'W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD - - STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS Qp 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TR 5 B5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �j CURVE NUMBER FOR CURVE DESCRIPTION FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 10 CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) S, CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. �3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 0 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER P IL -- -- - A No. 02 X Exo! q `,. OF CA Al -OU-I& CI 0 au I V CCORD Ot 3 LO rn 0 V) M rn Z) - 00 z co Z O0 I J Q bi wvCC) w c`o 0 G: 0 Of w Y a m M L0 r; 00 0 Z m < 0 0 D J U) m m o � W Y < W D U CURVE TABLE CURVEI RADIUS LENGTH TANGENT DELTA 1 52.00' 81.68' 52.00' 90'00'00" 2 2512.00' 182.01' 91.04' 04'09'05" 3 2512.00' 581.14' 291.87' 13'15'18" 4 2512.00' 109.61' 54.82' 1 02'30'01" 5 2512.00' 129.10' 64.56' 02'56'41" 6 2512.00' 93.92' 46.97' 02'08'32" 7 52.00' 82.95' 53.28' 91'23'40" 8 34.00' 53.41' 34.00' 90'00'00" 9 2494.00' 115.03' 57.52' 02'38'33" 10 10.00' 7.93' 4.18' 4524'34" 11 10.00' 7.98' 4.22' 45'44'14" 12 40.00' 18.96' 9.66' 27'09'28" 13 75.00' 68.03' 36.55' 51'58'07" 14 2494.00' 445.05' 223.12' 10'13'28" 15 2500.00' 14.98' 7.49' 1 00'20'36" 16 25.00' 39.92' 25.66' 91'28'54" 17 25.00' 39.37' 25.10' 90'13'53" 18 2500.00' 264.96' 132.60' 06'04'21" 19 2494.00' 14.78' 7.39' 00'20'22" 20 34.00' 54.23' 34.84' 91'23'40" 21 70.00' 109.96' 70.00' 90'00'00" 22 2530.00' 116.86' 58.44' 1 02'38'47" 23 10.00' 7.98' 4.22' 45'44'07" 24 10.00' 7.93' 4.18' 45'24'47" 25 2524.00' 15.00' 7.50' 00.20'26" 26 25.00' 39.17' 24.90' 89'46'31" 27 25.00' 38.64' 24.38' 88.33'41" 28 2524.00' 15.12' 7.56' 00'20'35" 29 10.00' 7.93' 4.18' 45'24'41" 30 10.00' 7.98' 4.22' 45'44'07" 31 2530.00' 455.27' 228.25' 10'18'37" 32 2524.00' 122.93' 61.48' 02'47'26" 33 2524.00' 54.50' 27.25' 01'14'14" 34 25.00' 40.44' 26.20' 92'40'33" 35 25.00' 37.38' 23.17' 1 85'39'27" 36 2524.00' 29.20' 14.60' 00'39'46" 37 2530.00' 16.50' 8.25' 00'22'25" 38 70.00' 111.66' 71.72' 91'23'40" LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P/L PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER C PIPE SIZE `- PIPE SIZE 18"Q SEWER `�--STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. o@ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. {�- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP-W31(CA)' - END "R6-1" - ONE WAY 'W14-1" - DEAD END "R5-1" - DO NOT ENTER 'W14-2" - NO OUTLET 'R26(CA)' - NO PARKING "Wl-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "Wi-6" - SINGLE ARROW "R4-7" - KEEP RIGHT 'W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD - - STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS Qp 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 SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TR 5 B5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �j CURVE NUMBER FOR CURVE DESCRIPTION FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 10 CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) S, CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. �3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 0 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O9 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER P IL -- -- - A No. 02 X Exo! q `,. OF CA Al -OU-I& CI 0 au I V CCORD Ot 3 LO rn 0 V) M rn Z) - 00 z co Z O0 I J Q bi wvCC) w c`o 0 G: 0 Of w Y a m M L0 r; 00 0 Z m < 0 0 D J U) m m o � W Y < W D U a 0 Z a _i o CU v O O ►yi%1► Jv Z O COW cl) Lu wcr �Ocl) 1- 00 Z ch .. � j. LJJ < 00 a 0 Z a _i o CU v O O Jv Z O COW cl) Lu wcr �Ocl) 1- 00 Z ch .. � j. LJJ < 00 m T L f.. N >. W CO <CO Q T- CL a + � r .A4 to - M Q n M U Cl Q o oC U a' P H A H W W 'V) w�W 40 41 o I I J J J J u: Li L:I LL J `` `` Q�� J i 00 M Q �r Ln + Q C", ++ '51 N Q c7 NN ' > cO I >ID aI o d di o /L -BW co i 1 2 ' �' n� I co 'or - 15+00 - - 16+00 N 31 6„S - N 736 734 732 730 728 726 724 722 720 718 716 714 712 Z pJ li 0 C> N 'fi•►ICKET WAYo J -' _ SEE SHEET 15 N 5 U 42 143 J J 27' 27' `3l' to Zn o J J ice- �p,(S to U r76? 1 I Lo 37 0 N r m ++ ¢ ad m �r 10 m ao� z Qd s t- �- � ♦ rn - t- �I� +� as NN ti �N 11 zi II 3 NN PSL-Bw N -1 a c~i�c~n 11 1112!12 u; 3 N D�Q 3 ... J J 5 4 J 1 PA -BW J `` `` Q�� J i co o o u Z U '51 N Q c7 NN Q rn '' w _ J o U CJL- ` U1�.. + 00odaloQ�JJ >i ���o�S z c°I 47 40 N � `° cn 45 I ro ++ ++ Z !"o 12+78.33, C.L. 12.00LT. STA. H cicidQ m Q �- STA. r� I �� 46 N I Q H A 17+48.13, r 17+00 9 29 n i�)_ - u n o q.1G�sEE SNE �a - -52 Q J a pGZ o Uti S42 -32'04"W 18 R woo ++ a ori ��` 27, 2l' IK INTERSEC�ON. m i+ r o Zoc i9 STA. IE C• 'GRAD STA 22+23.93 C. E BREAK 1:5 s a o o m JJ a vu No , 1 12+21.7 L. MO �NpSCAPE o � Z N !' J ti m UU mai r�,-j �,N � 9 I.C./GRADE BREAK 3TA• 10+00.00, C.L. 18.00LT.= STA. 9+70.02, F.L. - _ `STA. 9+70.02+F•L. N40'33' AO- NTERSEC-11ON STA. 10+00.00, C.L- GOSSIMER DRIVE_ STA. TOPIARY DRIVE 732 730 728 726 724 722 720 718 716 714 712 710 7 7 7 7 7 7 7 7 71 71 71 71 7 7 7 7 7 7 7 7 71 71 71 71 3.C. GRADE BREAK STA. 10+29.98, F.L. r) i it o GARDEN N VIEW LANE SEE SHEET 4 29 i� r 27 GOSSIMER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL � W >J 0 ow � 5 � Mw C.7 U -I J (3 (3 O of tri W �M Of MO N z da C� !% 740 738 736 734 732 730 728 726 724 722 720 742 740 738 736 734 732 730 728 726 724 722 740 738 736 734 732 730 728 726 724 722 720 o TOPIARY DRIVE SEE SHEET 6 <Q I11� �5.il�j 9;0 20 I U I Ilrl zz I = U U I oUz C; L6 -~- �N oco 13, co 18 19 z12 ' E-3.1 co v IJI II t 11 17 34 r H A 3 r 3? TOPIARY DRIVE Moo CURVE TABLE W oozoo II cV �' tl ++ SEE SHEET 6 DELTA 1 11�I oZ X111 22 21 mt"- t i► � � ii 1 L) LJ d d cS �- m Q a Lj W a s V) U) V)N t a QQ U U -i 00 V) cn N V) U) V) SEE SHEET 14 C.j B 23 H A r 1 m(nNe AURORA WAY 40 (PRIVATE STREET) 12+50.47, C.L. SCALE: 1" = 50' HORIZONTAL t(') 1" = 5' VERTICAL ILI 2 111111vi I I 10 v all g I 1 CURVE TABLE TABLE II cV �' tl PI TANGENT DELTA o 11�I oZ X111 0 t i► � � ii 1 bu: j 1i 18' A 2711 c 1 27' U -i 00 Bowu DRIVE N N SEE SHEET 14 96'05'43" B O � N N n O ILI 2 111111vi I I 10 v all g I 1 CURVE TABLE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' A 25.00' 90'00'00" 2 A 7.95' B 45'34'23" 3 25.00' 41.93' 27.81' 96'05'43" B O � LO O n O 40 o M 12+50.47, C.L. O LA t(') F.L. 25.00' CENTERLINE STATIONING TABLE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. NO. STATION It N 10 N Emilia N N STA. 12+61.52, C.L. GRADE BREAK INEEN N � r NI- M M 1cq a -11 SEEN ^ CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. j J W W W W W 00 �mmw mwUNIT BOUNDARY - - - - - - - - W W W W M ^ II_ IR FURNISH & INSTALL INTERCONNECT CONDUIT is dN•. ? d: TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 U W w ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE r - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS La O w II CALTRANS TYPE IV ARROW, LEFT OR RIGHT w tOD, 0. c�Of CR CALTRANS TYPE I ARROW o �IcO r j I o o rn rn r af'n JQ EEE aoo J U 3 i ^o�P Z V) uiw rn I 04 o c0 W _ n yiJ _Q Lu J -j W JJJ LO LOA c^0 j . W mC4 \ �IcSII M 1- J m cc; O coo > W w LLJ o W 0 M i o 0 6 6 AP CU li EXISTI G �., � O O Y ooa w w w w _7 Q' O Q J W J J w O •- ^ C,7 L6 >_ GRADE O O W ^� MIML'') I Lj I .j " a s Q �^ O o •- LWi_ MEE j O J J. J W O W J J ci CO c0 U LL LL Q-rLa N d a o w o0 Lu Q �' APPROXIMATE EXISTING ci LL Q - J W w L' m W NN mi Q d Q' . v GRA ® CENTERLINE EXISTING U o c�- o .vrn \o ow0o o�o� Q MENEEMENEEMEN m AP SES CC - o® [if i m U o w o Lu i L' 10 11 12 13 CENTERLINE PROFILE CURVE TABLE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' A 25.00' 90'00'00" 2 A 7.95' B 45'34'23" 3 25.00' 41.93' 27.81' 96'05'43" B O � LO O n O 40 o M 12+50.47, C.L. O LA t(') F.L. 25.00' CENTERLINE STATIONING TABLE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. NO. STATION It N 10 N N N N STA. 12+61.52, C.L. GRADE BREAK "R3 -5R" - RIGHT TURN ONLY "WI -6" - SINGLE ARROW N � r NI- M M 1cq -- O 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. j J W W W W W 00 �mmw mwUNIT BOUNDARY - - - - - - - - W W W W M ^ II_ IR FURNISH & INSTALL INTERCONNECT CONDUIT is dN•. ? d: TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 U W w ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE r - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS La O w II CALTRANS TYPE IV ARROW, LEFT OR RIGHT w tOD, 0. c�Of CR CALTRANS TYPE I ARROW o �IcO r j I o o rn rn r af'n JQ Z^ aoo J U 3 i ^o�P Z V) uiw rn 0 . itr f 04 o c0 W _ n yiJ _Q Lu J -j W JJJ LO LOA c^0 j . W mC4 \ �IcSII M 1- J m cc; O coo > W w LLJ o W 0 M i o 0 6 6 AP CU li EXISTI G �., � O O Y ooa w w w w _7 Q' O Q J W J J w O •- ^ C,7 L6 >_ GRADE O O W ^� MIML'') I Lj I .j " a s Q �^ O o •- LWi_ j j O J J. J W O W J J ci CO c0 U LL LL Q-rLa N d a o w o0 Lu Q �' APPROXIMATE EXISTING ci LL Q - J W w L' m W NN mi Q d Q' . v GRA ® CENTERLINE EXISTING U o c�- o .vrn \o ow0o o�o� Q N m AP SES CC - o® [if i m U o w o Lu i L' v' A _ 00% R CO d d N --0'S % G ADE ® S= 1.10% - - - - - - - - - - - - - - - - 5 I _0.60% CO S=0_5 % _ S=-(.26% PROPO ED EAS FLOWLINE opo j j FOR Oda 1%-""�� _ _ >. - �Y P't PSED S S 0.00% S=�• ch 0 _ .60% U PROPO ED CEN RLINE SEE SHEET 16 NE <U) AURORA WAY GA FOR CO TINUATI 10 11 12 13 EAST FLOWLINE PROFILE CURVE TABLE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' A 25.00' 90'00'00" 2 10.00' 7.95' B 45'34'23" 3 25.00' 41.93' 27.81' 96'05'43" 4 O � LO O n O 40 E.C.STA. 12+50.47, C.L. 12.00RT. t(') F.L. 25.00' CENTERLINE STATIONING TABLE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. NO. STATION DESCRIPTION 10 N N N N STA. 12+61.52, C.L. GRADE BREAK "R3 -5R" - RIGHT TURN ONLY "WI -6" - SINGLE ARROW N � r NI- M M 1cq -- QD 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. j J W W W W W 00 �mmw mwUNIT BOUNDARY - - - - - - - - W W W W M ^ II_ IR FURNISH & INSTALL INTERCONNECT CONDUIT is dN•. ? d: TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 U W w ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE r - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS -1 O il. CALTRANS TYPE IV ARROW, LEFT OR RIGHT w tOD, 0. c�Of CR CALTRANS TYPE I ARROW o �IcO r O z o o rn rn r af'n Z^ aoo J U 3 i ^o�P Z V) uiw rn 0 . itr f 04 o c0 _ n W _Q Lu J % J W M LO LOA c^0 j . W mC4 \ �IcSII M 1- Ln® m cc; O coo > W t W LLJ o W 0 M i o 0 6 6 AP ROXIMA EXISTI G �., � N\ � W = �a w w w w _7 Q' O Q J W J J w O •- ^ GRADE ® GENTERLIP' v) E I Lj I .j " a s 0 J-1 cr 000- o •- LWi_ j j O J J. J W O W J J ci _i U LL LL Q-rLa N d ® N � Lu Q �' F- C� a ci LL Q - J W w L' W ori co co u; W `" •"r -1.00% v a APPROXIMATE EXISTING U o c�- o .vrn \o ow0o o�o� N ^^^ AP SES CC - o® - i m U o w o Lu i L' v' A _ 00% R CO TINUAII N --0'S % G ADE ® S= 1.10% E v~Qi j SEE EET 14 Q+ ��� _0.60% CO TINUATI PROPO ED EAS FLOWLINE opo j j FOR Oda 1%-""�� _ >. - �Y MC 1E 12 13 740 738 736 734 732 730 728 726 724 722 720 742 740 738 736 734 732 730 728 726 724 722 740 738 736 734 732 730 728 726 724 )N 722 720 CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED s CURVE TABLE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' 39.27' 25.00' 90'00'00" 2 10.00' 7.95' 4.20' 45'34'23" 3 25.00' 41.93' 27.81' 96'05'43" 4 25.00' 1 36.61' 1 22.47' 1 83'54'17" CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED s CURB & GUTTER STATIONING TABLE FL FLOWLINE POVC POINT ON VERTICAL CURVE NO. DESC. C.L. STATION ELEV ELEVATION EVC END VERTICAL CURVE F.L. STATION BCR BEGIN CURB RETURN PI POINT OF INTERSECTION Q P.R.C. STA. 10+59.14, C.L. 15.00LT. STA. 10+59.95, F.L. 0 P.R.C. STA. 10+59.14, C.L. 15.00RT. STA. 10+59.95, F.L. Q3 P.R.C. STA. 12+43.33, C.L. 15.00RT. STA. 12+45.75, F.L. 40 E.C.STA. 12+50.47, C.L. 12.00RT. tSTA. 12+53.70, F.L. 25.00' CENTERLINE STATIONING TABLE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. NO. STATION DESCRIPTION 10 STA. 10+37.00, C.L. GRADE BREAK 2Q STA. 12+61.52, C.L. GRADE BREAK CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED s ABBREVIATIONS TABLE FL FLOWLINE POVC POINT ON VERTICAL CURVE RADIUS CL CENTERLINE BVC BEGIN VERTICAL CURVE TANGENT ELEV ELEVATION EVC END VERTICAL CURVE 5 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 49.28' ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 83'02'21" BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE 10.00 EC END CURVE TC TOP OF CURB 4.20' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 7 OF VERTICAL CURVE FC FINISH CONCRETE 39.18' PA PROPERTY LINE BW BACK OF WALK 89'47'44" TRC TRAFFIC CALMER 52.00' PIPE SIZE r- PIPE SIZE 18" 46.04' "SEWER STORM DRAIN s FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 101.45' oQ EXISTING SURVEY MONUMENT 83'02'21" FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. 25.00' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 24.44' FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END M_ "R6-1" - ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET EC "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "WI -6" - SINGLE ARROW 50 00' "R4-7" - KEEP RIGHT "Wi-l" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- QD 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY 00 �mmw mwUNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts W FURNISH & INSTALL IRRIGATION CONDUIT IR FURNISH & INSTALL INTERCONNECT CONDUIT is T63 Tg5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION ❑j FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE r - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD, ST -4. (UNLESS OTHERWISE NOTED) .91 CALTRANS TYPE IV ARROW, LEFT OR RIGHT L jCN eF AS APPLICABLE, TO BE PAINTED CR CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED �IcO CALTRANS TYPE VII ARROW O AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED s GRADE BREAKI g•C,NiERSEC�� C.l STA• 114 X5.77, C. sip'..- knF BREP CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2Q CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3O CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 90 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1�0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STT). ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER -- -- A -2 SHEET WHERE SECTION IS SHOWN tit 01 Ex Nj!r�� c1VIG OF s -, 0DRAV, 726 724 722 720 718 716 714 712 710 708 706 704 702 SSA• 726 724 722 720 718 716 714 712 710 708 706 704 702 728 726 724 722 720 718 716 714 712 710 708 706 704 702 KAETE D►� DRIVE v N U-IAMVMILt (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL n GARDEN VIEW LANE SEE SHEET 4 11127, 11 7,1 to 18' 18' I C14 b o ( I ; 112' 0- � 12 (1 I 52 a I U I in I II i 0III I 9 : I % 53 CURVE TABLE TABLE CURVE RADIUS LENGTH TANGENT DELTA 5 34.00' 49.28' 30.10' 83'02'21" 6 10.00 7.95' 4.20' 45'34'23" 7 25.00' 39.18' 24.91' 89'47'44" 8 52.00' 75.36' 46.04' 83'02'21" s 70.00' 101.45' 61.97' 83'02'21" 10 25.00' 38.70' 24.44' 88'41'30" GRADE BREAKI g•C,NiERSEC�� C.l STA• 114 X5.77, C. sip'..- knF BREP CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2Q CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3O CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 90 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1�0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STT). ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER -- -- A -2 SHEET WHERE SECTION IS SHOWN tit 01 Ex Nj!r�� c1VIG OF s -, 0DRAV, 726 724 722 720 718 716 714 712 710 708 706 704 702 SSA• 726 724 722 720 718 716 714 712 710 708 706 704 702 728 726 724 722 720 718 716 714 712 710 708 706 704 702 KAETE D►� DRIVE v N U-IAMVMILt (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL n GARDEN VIEW LANE SEE SHEET 4 11127, 11 7,1 to 18' 18' I C14 b o ( I ; 112' 0- � 12 (1 I 52 a I U I in I II i 0III I 9 : I % 53 CURB & GUTTER STATIONING TABLE NO. DESC. C.L. STATION F.L. STATION Q P.R.C. STA. 12+86.49, C.L. 15.00LT. STA. 12+87.30, F.L. © P.R.C. STA. 12+87.20, C.L. 15.00RT. STA. 12+88.01, F.L. ❑7 E.C. STA. 12+94.34, C.L. 12.00RT. STA. 12+95.96, F.L. CENTERLINE STATIONING TABLE NO. STATION rn DESCRIPTION 3Q STA. 13+08.99, C.L. GRADE BREAK GRADE BREAKI g•C,NiERSEC�� C.l STA• 114 X5.77, C. sip'..- knF BREP CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2Q CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3O CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 90 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1�0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STT). ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER -- -- A -2 SHEET WHERE SECTION IS SHOWN tit 01 Ex Nj!r�� c1VIG OF s -, 0DRAV, 726 724 722 720 718 716 714 712 710 708 706 704 702 SSA• 726 724 722 720 718 716 714 712 710 708 706 704 702 728 726 724 722 720 718 716 714 712 710 708 706 704 702 KAETE D►� DRIVE v N U-IAMVMILt (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL n GARDEN VIEW LANE SEE SHEET 4 11127, 11 7,1 to 18' 18' I C14 b o ( I ; 112' 0- � 12 (1 I 52 a I U I in I II i 0III I 9 : I % 53 - W J Z 54 W �z Mn ow =a U c� J -j U Lj O ^� W uiC6 W r1 z da C N N i I \ to I 3 11 �� E _jI WEST FLOWLINE PROFILEq � vl al ;� ►III mzs i ul rn d- a'� �'M 1111 III J) II f M GARDEN H IETW LANE z - W J Z 54 W �z Mn ow =a U c� J -j U Lj O ^� W uiC6 W r1 z da C N N 10 11 1 P 13 726 724 722 720 718 716 714 712 710 708 706 704 702 14 CENTERLINE PROFILE J E LO WEST FLOWLINE PROFILEq rn d- C! z M_ M_ F EC 50 00' U) ^ j _ ^ w w -- `� U? LA 00 w u VERTICA CURVE W Q w j M I n - O B C . o o N r - 5; N N r W L jCN eF j CR I Ln �IcO N O ^ j r af'n Z^ J U 3 i O N LL _j M 11 J W W c0 _ n >wO Lu ,, % J W W N Y _ O) tL7 S j . W mC4 \ �IcSII o^ 1- 4 jII ul 4 1 O Lum W W O W 0 M w V) p ^ W I, W I) DoH l j~ U~� J 41 � N\ M co W M ++ MM Q _7 Q' O Q J W J J w O •- ^ m v) - I .j " j^ 0 J-1 cr 000- o •- LWi_ j j O J J. J W O W J J U li U LL LL + o L)• ® N � Lu Q �' F- C� a ci LL Q - J W w L' W ori co co u; `" •"r L? v a APPROXIMATE EXISTING U o c�- o .vrn \o ow0o o�o� N ^^^ AP ROXIMA EXISTING - o® - i m U o w o Lu i L' v' A -(� N i 00 00o L,.i G ADE ® S= 1.10% E v~Qi j � : Q Q+ ��� Li UQ opo j j dd Lj Oda 1%-""�� _ >. - �Y P't PSED S v~)v~)U)) S=�• ch 0 _ .60% U APPRO IMATE IS11NG SEE SHEET 16 NE <U) J� GA FOR CO TINUATI N CHA OMILE A S " _j L.L v~) m U) W N i i SE SHEET 6 'T S_0 97% FOR CONTIN ATION PR i r0 S=0.150% 10 11 1 P 13 726 724 722 720 718 716 714 712 710 708 706 704 702 14 CENTERLINE PROFILE J E u LO E rn d- z M_ M_ A> EC U) ^ _ ^ r- Z v w u VERTICA CURVE Q j j 0) j d n M (n to N 5; W W L jCN eF W J Z CR I Ln O r af'n J U 3 i -^ LY O o c0 _ n N Y _ O) tL7 S j . W \ �IcSII o^ j jII ul 0 O Lu (if L? w w V) p ^ W I, W I) DoH l j~ WJE J M ++ MM Q U o W W 0- w J W Uj0 Y I .j " j^ J-1 JJJ LWi_ j j O J J. J W O W J J U li U LL LL m N Lu Q �' F- C� a ci LL Q - J W w L' W ori co co u; 0 N V) / _ - USW' U o c�- o .vrn \o ow0o o�o� N ^^^ AP ROXIMA EXISTING - o® - -- - - W o ,Mj' LO L6 'cmo ooc3co 00 00o L,.i G ADE ® ENTERLI E S= 0 76q Q+ ��� Li UQ opo j j dd Lj Oda 1%-""�� _ >. - �Y �oa� L,i vv))vV) uj v~)v~)U)) S=�• ch 0 O Q W U APPRO IMATE IS11NG NE <U) J� GA X11 P CHA OMILE A S " _j L.L v~) m U) W N i SE SHEET 6 'T S_0 97% FOR CONTIN ATION PR i r0 S=0.150% SEE SHEET 16 LL: CONTINUATION FOR uj 11 12 13 728 726 724 722 720 718 716 714 712 710 708 706 704 702 14 EAST FLOWLINE PROFILELO J LO E rn z M_ M_ A> EC U) ^ _ ^ r- Z v Q j j 0) j d n M (n to N 5; W W L jCN eF sf I w� O r af'n LY O c0 n N O 0 O U w V) p ^ O W LNi J O to O o W W 0- W L I J W Uj0 Y N LWi_ j j O J W W cn m N Lu Q W W 0 USW' U H H\ M W V m - o® CV�p" LA W o ,Mj' LO C6 V) a L,.i in N Q+ UJ W ch 0 O Q W U APPRO IMATE IS11NG <U) J� GA X11 S " _j L.L v~) m U) W N 'T S_0 97% PR i r0 S=0.150% SEE SHEET 16 LL: CONTINUATION FOR uj o i 9 11 12 13 726 724 722 720 718 716 714 712 710 708 706 704 14 02 r J m cn z M U) o Z v Q Y (n W 5; w� af'n m 0 U 0- Uj0 cn Lu Q 0 0 740 7 7 73 73 73 72 72 72 72 CITY HILLS DRIVE SEE EXISTING OFFSITE STREET CONSTRUCTION PLANS PHA 5 E GARDEN PARK (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL DRIVE -3rntt T 14 00 La of 0C a� o [a frM N Cpm J J U CU O MO w 00M c� c~n U) LANDSCAPE LOT H SEE DETAIL "6' ON SHEET 2 FOR ROUNDABOUT CONSTRUCTION DETAILS 38 NORTH FLOWLINE PROFILE 36 A s L LO N W ^ N 4 fy � N � MO N > D ^ FU O •>tU-1 n d- 2 =mocL to -- w Z .JUj J W N N wIN = 0X W a M cC Qwm mw Jo � > > w 0 CJS 20 =� W� + J J _I J m E-Ij6 rc Q p U m _j W W poo w z v o+ o UIQ QOW U N et U 8 APPROXIMATE EXISTING �,o z o m N 1 w X w W ;-.S - ___ m4iv� - - - - -- -- -- -- -- _-- - - - - - - - - - 6 =-0 8 % 5=0. 9% E (STING C RB =-0.25 ° S 25% E SNEE 1 4 PROPOSED NORTH LOWLINE g=1.14 ° CDNTIN ATI 2- 10 11 4n 740 7 7 7 7 7 7 7 72 tri IJ 74 15 16 17 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 771 32.00' 49.91' 31.65' 89'21'43" 2 32.00' 49.07' 30.83' 87'51'47" 3 50.00' 10.51' 5.27' 12'02'33" 4 52.00' 10.93' 5.48' 12'02'33" 5 27.00' 13.10' 6.68' 27'47'45" 6 25.00' 12.13' 6.19' 27'47'45" 7 25.00' 38.58' 24.32' 88'25'38" 8 25.00' 41.76' 27.62' 95-42'17- 9 5.00' 15.71' - 180'00'00" LLULNU: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER PIPE SIZE /-PIPE SIZE R"S 1,9"n CURB & GUTTER STATIONING TABLE NO. DESC. C.L. STATION F.L. STATION Q P.R.C. STA. 10+59.14, C.L. 15.00LT. STA. 10+59.95, F.L. Q P.R.C. STA. 10+59.14, C.L. 15.00RT. STA. 10+59.95, F.L. E3 P.R.C. STA. 12+43.33, C.L. 15.00RT. STA. 12+45.75, F.L. ® E.C. STA. 12+50.47, C.L. 12.00RT. STA. 12+53.70, F.L. CENTERLINE STATIONING TABLE NO. STATION DESCRIPTION Q STA. 10+37.00, C.L. GRADE BREAK Q STA. 12+61.52, C.L. GRADE BREAK -SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Qo EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'Rt -1" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5 -t" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 'R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW R4-7 - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (DD 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. II Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O O p p "' I Y , TRACT BOUNDARY I t I-: p J w ui J J Q_'7 O_ 0 0 0 1 0 o p BOBOLI DRIVE o o UNIT BOUNDARY N - CV _ N cV ,.j SEE SHEET 14 Cl M w =, �- o o `� I 1 I i 0, no - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE my u cod coJ J { III Na0 740 r ^ ^ ^ ^ { { { { J m Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT w N w N N N w N w o 0 1 { I 31 U U IR FURNISH &INSTALL IRRIGATION CONDUIT 738 \ ^ r w � - � - w- � x � U - U I �) I I ( Ic FURNISH &INSTALL INTERCONNECT CONDUIT ~(0 ~� I I 1 1 H I w 00 M T 3 TB5 T 6 d 736 �; a cS ¢ z a z Q v a �; Q z ¢ N + + FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT I- F- W t- W H- F- LK i- d - w V) m y <n v N LLi cn oo m N o TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 734 18 0 - - _ _ / �w \ �, O CURVE NUMBER FOR CURVE DESCRIPTION 3 7 I „ 1 F1 FLOWLINE STATION -SEE TABLE 732 15+00 °O 9 16+00 9 `� R4- 9 17+00 _ - LANDSCAPE ® ITEM OF WORK - SEE SCHEDULE -+S53'06'33"E - �� 18'D o II LOTH 10 CENTERLINE STATIONING - SEE TABLE 730 7 R4-7 ') g CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE _ ` CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 72$ PROPOSED GATE -SEE I /7 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) WALL PLANS FOR DETAIL CALTRANS TYPE IV ARROW, LEFT OR RIGHT 726 _ _ _ - - _ i h AS APPLICABLE, TO BE PAINTED ON �4� 0 1 ��J '( LS CALTRANS TYPE I ARROW 724 QVC% 1 f /( III U AS APPLICABLE, TO BE PAINTED CALTRANS TYPE Al ARROW o a 0 0 1 7' ' 21 AS APPLICABLE, TO BE PAINTED 722 27f t I '� / V) Ln ao ao ;n 0O o6 " CAL -TRANS TYPE VI ARROW 18♦50 U 16 cj Lo cj 04 cli N N CJ, B080UEDRET 'VE AS APPLICABLE, TO BE PAINTED Q ^ ^ ^ r- CONSTRUCTION NOTES' CENTERLINE PROFILE B 38 A11 36 p ^ Q N 34 N ^ F Ir W W W •� •JJ 32 w 'J U_u W 0 o (-)I. w 'oo 1� o<,!_!,7 O y ll • ^ W 30 } o oto p °�° tO O o � � 28 Q m o o APPROXIMATE EXISTING O NN C� cN H FQ- - - - - _ - -- -- -- -- _ ---------- S -0.42% c� cn cn - - - - - - PROP SED CE TERLINE I 26 - - - - =-0.25 _ GARD N PARK DRI VE 4- 10 740 738 736 734 732 730 728 726 724 722 t !� Ire 14 15 16 17 740 738 736 734 732 730 728 726 724 18 18+50 SOUTH FLOWLINE PROFILE f A W to � N c0 O M c000 N Q apo N d• st to N W ^ W cq ^ r r r ^ �� ^ > > > > p HZ > O J J O J W W J CA w^ crl F- N J Z LL W J W W W W W W W = U W Z N -� U cp' O c0 c0 of ^ ^ ^ U� -16 2 n pap W M p ® 1'7 Nj CV p N w W m l W �. a0 o m o 0 L7 r p + U mto CTI J to to p CO 1- ^ ^ 4W W4 m W Z U p `- �_ > z\ r U a a a Q ¢ d �; d ¢ c5 d ci d N d I ci N APPROXIMATE EXISTING o F- w ci v cS r i W W W F- GR DF 0 CC�C.p V3 O L� m N til N m L,.1 (% m V L,.i CTI m N- M ItL -mwW -- -- -- -- S=0.90 -s=-0,25% E (STING RB PROPOSED SOUTH LOWLINE S 0.25% S=-1.05 ° 5=0.9 SE ON11NU TION 10 11 �n t IJ 114 15 16 17 740 738 736 734 732 730 728 726 .. 724 722 18 ` 18+50 co > Lq > N > N > N N W o W W W 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 53 + 57 w ~ 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. ci ci Q v Q I Q UN � W 06 v) m V) ujin 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2 L/ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR GARDEN PARK DRIVE O DURING PHASE 3 CONSTRUCTION AS DIRECTED BY CITY ENGINEER . © STANDARD SPECIFICATION 8010-21C-19. PAINT 12" LIMIT LINE USING EMPSTIC PAINT PER CALTRANS (MEDIAN) (PRIVATE STREET) Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9O INSTALL TYPE III BARRICADE NTH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1(-0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN PJA 3 o��y �I rn O M I- rn Q �r O Z 00 U O� d - O z LL. I QLLJ _1 W U W W c0 c� o N � W Y /Q W pl) LO 00 M 0 Z m o a 0 J En r. r m in o � W Y Q W D U }m m N a Z w to o Z U O Y U w >= w C' m 0 U W w w co w� a 0 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 740 7 7 7 7 7 7 7 72 tri IJ 74 15 16 17 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 771 32.00' 49.91' 31.65' 89'21'43" 2 32.00' 49.07' 30.83' 87'51'47" 3 50.00' 10.51' 5.27' 12'02'33" 4 52.00' 10.93' 5.48' 12'02'33" 5 27.00' 13.10' 6.68' 27'47'45" 6 25.00' 12.13' 6.19' 27'47'45" 7 25.00' 38.58' 24.32' 88'25'38" 8 25.00' 41.76' 27.62' 95-42'17- 9 5.00' 15.71' - 180'00'00" LLULNU: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER PIPE SIZE /-PIPE SIZE R"S 1,9"n CURB & GUTTER STATIONING TABLE NO. DESC. C.L. STATION F.L. STATION Q P.R.C. STA. 10+59.14, C.L. 15.00LT. STA. 10+59.95, F.L. Q P.R.C. STA. 10+59.14, C.L. 15.00RT. STA. 10+59.95, F.L. E3 P.R.C. STA. 12+43.33, C.L. 15.00RT. STA. 12+45.75, F.L. ® E.C. STA. 12+50.47, C.L. 12.00RT. STA. 12+53.70, F.L. CENTERLINE STATIONING TABLE NO. STATION DESCRIPTION Q STA. 10+37.00, C.L. GRADE BREAK Q STA. 12+61.52, C.L. GRADE BREAK -SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Qo EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'Rt -1" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5 -t" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 'R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW R4-7 - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (DD 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. II Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O O p p "' I Y , TRACT BOUNDARY I t I-: p J w ui J J Q_'7 O_ 0 0 0 1 0 o p BOBOLI DRIVE o o UNIT BOUNDARY N - CV _ N cV ,.j SEE SHEET 14 Cl M w =, �- o o `� I 1 I i 0, no - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE my u cod coJ J { III Na0 740 r ^ ^ ^ ^ { { { { J m Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT w N w N N N w N w o 0 1 { I 31 U U IR FURNISH &INSTALL IRRIGATION CONDUIT 738 \ ^ r w � - � - w- � x � U - U I �) I I ( Ic FURNISH &INSTALL INTERCONNECT CONDUIT ~(0 ~� I I 1 1 H I w 00 M T 3 TB5 T 6 d 736 �; a cS ¢ z a z Q v a �; Q z ¢ N + + FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT I- F- W t- W H- F- LK i- d - w V) m y <n v N LLi cn oo m N o TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 734 18 0 - - _ _ / �w \ �, O CURVE NUMBER FOR CURVE DESCRIPTION 3 7 I „ 1 F1 FLOWLINE STATION -SEE TABLE 732 15+00 °O 9 16+00 9 `� R4- 9 17+00 _ - LANDSCAPE ® ITEM OF WORK - SEE SCHEDULE -+S53'06'33"E - �� 18'D o II LOTH 10 CENTERLINE STATIONING - SEE TABLE 730 7 R4-7 ') g CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE _ ` CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 72$ PROPOSED GATE -SEE I /7 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) WALL PLANS FOR DETAIL CALTRANS TYPE IV ARROW, LEFT OR RIGHT 726 _ _ _ - - _ i h AS APPLICABLE, TO BE PAINTED ON �4� 0 1 ��J '( LS CALTRANS TYPE I ARROW 724 QVC% 1 f /( III U AS APPLICABLE, TO BE PAINTED CALTRANS TYPE Al ARROW o a 0 0 1 7' ' 21 AS APPLICABLE, TO BE PAINTED 722 27f t I '� / V) Ln ao ao ;n 0O o6 " CAL -TRANS TYPE VI ARROW 18♦50 U 16 cj Lo cj 04 cli N N CJ, B080UEDRET 'VE AS APPLICABLE, TO BE PAINTED Q ^ ^ ^ r- CONSTRUCTION NOTES' CENTERLINE PROFILE B 38 A11 36 p ^ Q N 34 N ^ F Ir W W W •� •JJ 32 w 'J U_u W 0 o (-)I. w 'oo 1� o<,!_!,7 O y ll • ^ W 30 } o oto p °�° tO O o � � 28 Q m o o APPROXIMATE EXISTING O NN C� cN H FQ- - - - - _ - -- -- -- -- _ ---------- S -0.42% c� cn cn - - - - - - PROP SED CE TERLINE I 26 - - - - =-0.25 _ GARD N PARK DRI VE 4- 10 740 738 736 734 732 730 728 726 724 722 t !� Ire 14 15 16 17 740 738 736 734 732 730 728 726 724 18 18+50 SOUTH FLOWLINE PROFILE f A W to � N c0 O M c000 N Q apo N d• st to N W ^ W cq ^ r r r ^ �� ^ > > > > p HZ > O J J O J W W J CA w^ crl F- N J Z LL W J W W W W W W W = U W Z N -� U cp' O c0 c0 of ^ ^ ^ U� -16 2 n pap W M p ® 1'7 Nj CV p N w W m l W �. a0 o m o 0 L7 r p + U mto CTI J to to p CO 1- ^ ^ 4W W4 m W Z U p `- �_ > z\ r U a a a Q ¢ d �; d ¢ c5 d ci d N d I ci N APPROXIMATE EXISTING o F- w ci v cS r i W W W F- GR DF 0 CC�C.p V3 O L� m N til N m L,.1 (% m V L,.i CTI m N- M ItL -mwW -- -- -- -- S=0.90 -s=-0,25% E (STING RB PROPOSED SOUTH LOWLINE S 0.25% S=-1.05 ° 5=0.9 SE ON11NU TION 10 11 �n t IJ 114 15 16 17 740 738 736 734 732 730 728 726 .. 724 722 18 ` 18+50 co > Lq > N > N > N N W o W W W 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 53 + 57 w ~ 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. ci ci Q v Q I Q UN � W 06 v) m V) ujin 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2 L/ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR GARDEN PARK DRIVE O DURING PHASE 3 CONSTRUCTION AS DIRECTED BY CITY ENGINEER . © STANDARD SPECIFICATION 8010-21C-19. PAINT 12" LIMIT LINE USING EMPSTIC PAINT PER CALTRANS (MEDIAN) (PRIVATE STREET) Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9O INSTALL TYPE III BARRICADE NTH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1(-0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN PJA 3 o��y �I rn O M I- rn Q �r O Z 00 U O� d - O z LL. I QLLJ _1 W U W W c0 c� o N � W Y /Q W pl) LO 00 M 0 Z m o a 0 J En r. r m in o � W Y Q W D U }m m N a Z w to o Z U O Y U w >= w C' m 0 U W w w co w� a 0 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 LLULNU: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER PIPE SIZE /-PIPE SIZE R"S 1,9"n CURB & GUTTER STATIONING TABLE NO. DESC. C.L. STATION F.L. STATION Q P.R.C. STA. 10+59.14, C.L. 15.00LT. STA. 10+59.95, F.L. Q P.R.C. STA. 10+59.14, C.L. 15.00RT. STA. 10+59.95, F.L. E3 P.R.C. STA. 12+43.33, C.L. 15.00RT. STA. 12+45.75, F.L. ® E.C. STA. 12+50.47, C.L. 12.00RT. STA. 12+53.70, F.L. CENTERLINE STATIONING TABLE NO. STATION DESCRIPTION Q STA. 10+37.00, C.L. GRADE BREAK Q STA. 12+61.52, C.L. GRADE BREAK -SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Qo EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'Rt -1" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5 -t" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 'R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW R4-7 - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (DD 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. II Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O O p p "' I Y , TRACT BOUNDARY I t I-: p J w ui J J Q_'7 O_ 0 0 0 1 0 o p BOBOLI DRIVE o o UNIT BOUNDARY N - CV _ N cV ,.j SEE SHEET 14 Cl M w =, �- o o `� I 1 I i 0, no - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE my u cod coJ J { III Na0 740 r ^ ^ ^ ^ { { { { J m Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT w N w N N N w N w o 0 1 { I 31 U U IR FURNISH &INSTALL IRRIGATION CONDUIT 738 \ ^ r w � - � - w- � x � U - U I �) I I ( Ic FURNISH &INSTALL INTERCONNECT CONDUIT ~(0 ~� I I 1 1 H I w 00 M T 3 TB5 T 6 d 736 �; a cS ¢ z a z Q v a �; Q z ¢ N + + FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT I- F- W t- W H- F- LK i- d - w V) m y <n v N LLi cn oo m N o TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 734 18 0 - - _ _ / �w \ �, O CURVE NUMBER FOR CURVE DESCRIPTION 3 7 I „ 1 F1 FLOWLINE STATION -SEE TABLE 732 15+00 °O 9 16+00 9 `� R4- 9 17+00 _ - LANDSCAPE ® ITEM OF WORK - SEE SCHEDULE -+S53'06'33"E - �� 18'D o II LOTH 10 CENTERLINE STATIONING - SEE TABLE 730 7 R4-7 ') g CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE _ ` CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 72$ PROPOSED GATE -SEE I /7 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) WALL PLANS FOR DETAIL CALTRANS TYPE IV ARROW, LEFT OR RIGHT 726 _ _ _ - - _ i h AS APPLICABLE, TO BE PAINTED ON �4� 0 1 ��J '( LS CALTRANS TYPE I ARROW 724 QVC% 1 f /( III U AS APPLICABLE, TO BE PAINTED CALTRANS TYPE Al ARROW o a 0 0 1 7' ' 21 AS APPLICABLE, TO BE PAINTED 722 27f t I '� / V) Ln ao ao ;n 0O o6 " CAL -TRANS TYPE VI ARROW 18♦50 U 16 cj Lo cj 04 cli N N CJ, B080UEDRET 'VE AS APPLICABLE, TO BE PAINTED Q ^ ^ ^ r- CONSTRUCTION NOTES' CENTERLINE PROFILE B 38 A11 36 p ^ Q N 34 N ^ F Ir W W W •� •JJ 32 w 'J U_u W 0 o (-)I. w 'oo 1� o<,!_!,7 O y ll • ^ W 30 } o oto p °�° tO O o � � 28 Q m o o APPROXIMATE EXISTING O NN C� cN H FQ- - - - - _ - -- -- -- -- _ ---------- S -0.42% c� cn cn - - - - - - PROP SED CE TERLINE I 26 - - - - =-0.25 _ GARD N PARK DRI VE 4- 10 740 738 736 734 732 730 728 726 724 722 t !� Ire 14 15 16 17 740 738 736 734 732 730 728 726 724 18 18+50 SOUTH FLOWLINE PROFILE f A W to � N c0 O M c000 N Q apo N d• st to N W ^ W cq ^ r r r ^ �� ^ > > > > p HZ > O J J O J W W J CA w^ crl F- N J Z LL W J W W W W W W W = U W Z N -� U cp' O c0 c0 of ^ ^ ^ U� -16 2 n pap W M p ® 1'7 Nj CV p N w W m l W �. a0 o m o 0 L7 r p + U mto CTI J to to p CO 1- ^ ^ 4W W4 m W Z U p `- �_ > z\ r U a a a Q ¢ d �; d ¢ c5 d ci d N d I ci N APPROXIMATE EXISTING o F- w ci v cS r i W W W F- GR DF 0 CC�C.p V3 O L� m N til N m L,.1 (% m V L,.i CTI m N- M ItL -mwW -- -- -- -- S=0.90 -s=-0,25% E (STING RB PROPOSED SOUTH LOWLINE S 0.25% S=-1.05 ° 5=0.9 SE ON11NU TION 10 11 �n t IJ 114 15 16 17 740 738 736 734 732 730 728 726 .. 724 722 18 ` 18+50 co > Lq > N > N > N N W o W W W 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 53 + 57 w ~ 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. ci ci Q v Q I Q UN � W 06 v) m V) ujin 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2 L/ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR GARDEN PARK DRIVE O DURING PHASE 3 CONSTRUCTION AS DIRECTED BY CITY ENGINEER . © STANDARD SPECIFICATION 8010-21C-19. PAINT 12" LIMIT LINE USING EMPSTIC PAINT PER CALTRANS (MEDIAN) (PRIVATE STREET) Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9O INSTALL TYPE III BARRICADE NTH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1(-0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN PJA 3 o��y �I rn O M I- rn Q �r O Z 00 U O� d - O z LL. I QLLJ _1 W U W W c0 c� o N � W Y /Q W pl) LO 00 M 0 Z m o a 0 J En r. r m in o � W Y Q W D U }m m N a Z w to o Z U O Y U w >= w C' m 0 U W w w co w� a 0 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 CURB & GUTTER STATIONING TABLE NO. DESC. C.L. STATION F.L. STATION Q P.R.C. STA. 10+59.14, C.L. 15.00LT. STA. 10+59.95, F.L. Q P.R.C. STA. 10+59.14, C.L. 15.00RT. STA. 10+59.95, F.L. E3 P.R.C. STA. 12+43.33, C.L. 15.00RT. STA. 12+45.75, F.L. ® E.C. STA. 12+50.47, C.L. 12.00RT. STA. 12+53.70, F.L. CENTERLINE STATIONING TABLE NO. STATION DESCRIPTION Q STA. 10+37.00, C.L. GRADE BREAK Q STA. 12+61.52, C.L. GRADE BREAK -SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Qo EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'Rt -1" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5 -t" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 'R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW R4-7 - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (DD 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. II Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O O p p "' I Y , TRACT BOUNDARY I t I-: p J w ui J J Q_'7 O_ 0 0 0 1 0 o p BOBOLI DRIVE o o UNIT BOUNDARY N - CV _ N cV ,.j SEE SHEET 14 Cl M w =, �- o o `� I 1 I i 0, no - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE my u cod coJ J { III Na0 740 r ^ ^ ^ ^ { { { { J m Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT w N w N N N w N w o 0 1 { I 31 U U IR FURNISH &INSTALL IRRIGATION CONDUIT 738 \ ^ r w � - � - w- � x � U - U I �) I I ( Ic FURNISH &INSTALL INTERCONNECT CONDUIT ~(0 ~� I I 1 1 H I w 00 M T 3 TB5 T 6 d 736 �; a cS ¢ z a z Q v a �; Q z ¢ N + + FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT I- F- W t- W H- F- LK i- d - w V) m y <n v N LLi cn oo m N o TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 734 18 0 - - _ _ / �w \ �, O CURVE NUMBER FOR CURVE DESCRIPTION 3 7 I „ 1 F1 FLOWLINE STATION -SEE TABLE 732 15+00 °O 9 16+00 9 `� R4- 9 17+00 _ - LANDSCAPE ® ITEM OF WORK - SEE SCHEDULE -+S53'06'33"E - �� 18'D o II LOTH 10 CENTERLINE STATIONING - SEE TABLE 730 7 R4-7 ') g CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE _ ` CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 72$ PROPOSED GATE -SEE I /7 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) WALL PLANS FOR DETAIL CALTRANS TYPE IV ARROW, LEFT OR RIGHT 726 _ _ _ - - _ i h AS APPLICABLE, TO BE PAINTED ON �4� 0 1 ��J '( LS CALTRANS TYPE I ARROW 724 QVC% 1 f /( III U AS APPLICABLE, TO BE PAINTED CALTRANS TYPE Al ARROW o a 0 0 1 7' ' 21 AS APPLICABLE, TO BE PAINTED 722 27f t I '� / V) Ln ao ao ;n 0O o6 " CAL -TRANS TYPE VI ARROW 18♦50 U 16 cj Lo cj 04 cli N N CJ, B080UEDRET 'VE AS APPLICABLE, TO BE PAINTED Q ^ ^ ^ r- CONSTRUCTION NOTES' CENTERLINE PROFILE B 38 A11 36 p ^ Q N 34 N ^ F Ir W W W •� •JJ 32 w 'J U_u W 0 o (-)I. w 'oo 1� o<,!_!,7 O y ll • ^ W 30 } o oto p °�° tO O o � � 28 Q m o o APPROXIMATE EXISTING O NN C� cN H FQ- - - - - _ - -- -- -- -- _ ---------- S -0.42% c� cn cn - - - - - - PROP SED CE TERLINE I 26 - - - - =-0.25 _ GARD N PARK DRI VE 4- 10 740 738 736 734 732 730 728 726 724 722 t !� Ire 14 15 16 17 740 738 736 734 732 730 728 726 724 18 18+50 SOUTH FLOWLINE PROFILE f A W to � N c0 O M c000 N Q apo N d• st to N W ^ W cq ^ r r r ^ �� ^ > > > > p HZ > O J J O J W W J CA w^ crl F- N J Z LL W J W W W W W W W = U W Z N -� U cp' O c0 c0 of ^ ^ ^ U� -16 2 n pap W M p ® 1'7 Nj CV p N w W m l W �. a0 o m o 0 L7 r p + U mto CTI J to to p CO 1- ^ ^ 4W W4 m W Z U p `- �_ > z\ r U a a a Q ¢ d �; d ¢ c5 d ci d N d I ci N APPROXIMATE EXISTING o F- w ci v cS r i W W W F- GR DF 0 CC�C.p V3 O L� m N til N m L,.1 (% m V L,.i CTI m N- M ItL -mwW -- -- -- -- S=0.90 -s=-0,25% E (STING RB PROPOSED SOUTH LOWLINE S 0.25% S=-1.05 ° 5=0.9 SE ON11NU TION 10 11 �n t IJ 114 15 16 17 740 738 736 734 732 730 728 726 .. 724 722 18 ` 18+50 co > Lq > N > N > N N W o W W W 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 53 + 57 w ~ 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. ci ci Q v Q I Q UN � W 06 v) m V) ujin 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2 L/ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR GARDEN PARK DRIVE O DURING PHASE 3 CONSTRUCTION AS DIRECTED BY CITY ENGINEER . © STANDARD SPECIFICATION 8010-21C-19. PAINT 12" LIMIT LINE USING EMPSTIC PAINT PER CALTRANS (MEDIAN) (PRIVATE STREET) Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9O INSTALL TYPE III BARRICADE NTH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1(-0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN PJA 3 o��y �I rn O M I- rn Q �r O Z 00 U O� d - O z LL. I QLLJ _1 W U W W c0 c� o N � W Y /Q W pl) LO 00 M 0 Z m o a 0 J En r. r m in o � W Y Q W D U }m m N a Z w to o Z U O Y U w >= w C' m 0 U W w w co w� a 0 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 -SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Qo EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'Rt -1" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5 -t" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 'R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW R4-7 - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (DD 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. II Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O O p p "' I Y , TRACT BOUNDARY I t I-: p J w ui J J Q_'7 O_ 0 0 0 1 0 o p BOBOLI DRIVE o o UNIT BOUNDARY N - CV _ N cV ,.j SEE SHEET 14 Cl M w =, �- o o `� I 1 I i 0, no - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE my u cod coJ J { III Na0 740 r ^ ^ ^ ^ { { { { J m Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT w N w N N N w N w o 0 1 { I 31 U U IR FURNISH &INSTALL IRRIGATION CONDUIT 738 \ ^ r w � - � - w- � x � U - U I �) I I ( Ic FURNISH &INSTALL INTERCONNECT CONDUIT ~(0 ~� I I 1 1 H I w 00 M T 3 TB5 T 6 d 736 �; a cS ¢ z a z Q v a �; Q z ¢ N + + FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT I- F- W t- W H- F- LK i- d - w V) m y <n v N LLi cn oo m N o TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 734 18 0 - - _ _ / �w \ �, O CURVE NUMBER FOR CURVE DESCRIPTION 3 7 I „ 1 F1 FLOWLINE STATION -SEE TABLE 732 15+00 °O 9 16+00 9 `� R4- 9 17+00 _ - LANDSCAPE ® ITEM OF WORK - SEE SCHEDULE -+S53'06'33"E - �� 18'D o II LOTH 10 CENTERLINE STATIONING - SEE TABLE 730 7 R4-7 ') g CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE _ ` CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 72$ PROPOSED GATE -SEE I /7 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) WALL PLANS FOR DETAIL CALTRANS TYPE IV ARROW, LEFT OR RIGHT 726 _ _ _ - - _ i h AS APPLICABLE, TO BE PAINTED ON �4� 0 1 ��J '( LS CALTRANS TYPE I ARROW 724 QVC% 1 f /( III U AS APPLICABLE, TO BE PAINTED CALTRANS TYPE Al ARROW o a 0 0 1 7' ' 21 AS APPLICABLE, TO BE PAINTED 722 27f t I '� / V) Ln ao ao ;n 0O o6 " CAL -TRANS TYPE VI ARROW 18♦50 U 16 cj Lo cj 04 cli N N CJ, B080UEDRET 'VE AS APPLICABLE, TO BE PAINTED Q ^ ^ ^ r- CONSTRUCTION NOTES' CENTERLINE PROFILE B 38 A11 36 p ^ Q N 34 N ^ F Ir W W W •� •JJ 32 w 'J U_u W 0 o (-)I. w 'oo 1� o<,!_!,7 O y ll • ^ W 30 } o oto p °�° tO O o � � 28 Q m o o APPROXIMATE EXISTING O NN C� cN H FQ- - - - - _ - -- -- -- -- _ ---------- S -0.42% c� cn cn - - - - - - PROP SED CE TERLINE I 26 - - - - =-0.25 _ GARD N PARK DRI VE 4- 10 740 738 736 734 732 730 728 726 724 722 t !� Ire 14 15 16 17 740 738 736 734 732 730 728 726 724 18 18+50 SOUTH FLOWLINE PROFILE f A W to � N c0 O M c000 N Q apo N d• st to N W ^ W cq ^ r r r ^ �� ^ > > > > p HZ > O J J O J W W J CA w^ crl F- N J Z LL W J W W W W W W W = U W Z N -� U cp' O c0 c0 of ^ ^ ^ U� -16 2 n pap W M p ® 1'7 Nj CV p N w W m l W �. a0 o m o 0 L7 r p + U mto CTI J to to p CO 1- ^ ^ 4W W4 m W Z U p `- �_ > z\ r U a a a Q ¢ d �; d ¢ c5 d ci d N d I ci N APPROXIMATE EXISTING o F- w ci v cS r i W W W F- GR DF 0 CC�C.p V3 O L� m N til N m L,.1 (% m V L,.i CTI m N- M ItL -mwW -- -- -- -- S=0.90 -s=-0,25% E (STING RB PROPOSED SOUTH LOWLINE S 0.25% S=-1.05 ° 5=0.9 SE ON11NU TION 10 11 �n t IJ 114 15 16 17 740 738 736 734 732 730 728 726 .. 724 722 18 ` 18+50 co > Lq > N > N > N N W o W W W 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 53 + 57 w ~ 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. ci ci Q v Q I Q UN � W 06 v) m V) ujin 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2 L/ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR GARDEN PARK DRIVE O DURING PHASE 3 CONSTRUCTION AS DIRECTED BY CITY ENGINEER . © STANDARD SPECIFICATION 8010-21C-19. PAINT 12" LIMIT LINE USING EMPSTIC PAINT PER CALTRANS (MEDIAN) (PRIVATE STREET) Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9O INSTALL TYPE III BARRICADE NTH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1(-0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN PJA 3 o��y �I rn O M I- rn Q �r O Z 00 U O� d - O z LL. I QLLJ _1 W U W W c0 c� o N � W Y /Q W pl) LO 00 M 0 Z m o a 0 J En r. r m in o � W Y Q W D U }m m N a Z w to o Z U O Y U w >= w C' m 0 U W w w co w� a 0 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 740 r ^ ^ ^ ^ { { { { J m Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT w N w N N N w N w o 0 1 { I 31 U U IR FURNISH &INSTALL IRRIGATION CONDUIT 738 \ ^ r w � - � - w- � x � U - U I �) I I ( Ic FURNISH &INSTALL INTERCONNECT CONDUIT ~(0 ~� I I 1 1 H I w 00 M T 3 TB5 T 6 d 736 �; a cS ¢ z a z Q v a �; Q z ¢ N + + FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT I- F- W t- W H- F- LK i- d - w V) m y <n v N LLi cn oo m N o TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 734 18 0 - - _ _ / �w \ �, O CURVE NUMBER FOR CURVE DESCRIPTION 3 7 I „ 1 F1 FLOWLINE STATION -SEE TABLE 732 15+00 °O 9 16+00 9 `� R4- 9 17+00 _ - LANDSCAPE ® ITEM OF WORK - SEE SCHEDULE -+S53'06'33"E - �� 18'D o II LOTH 10 CENTERLINE STATIONING - SEE TABLE 730 7 R4-7 ') g CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE _ ` CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 72$ PROPOSED GATE -SEE I /7 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) WALL PLANS FOR DETAIL CALTRANS TYPE IV ARROW, LEFT OR RIGHT 726 _ _ _ - - _ i h AS APPLICABLE, TO BE PAINTED ON �4� 0 1 ��J '( LS CALTRANS TYPE I ARROW 724 QVC% 1 f /( III U AS APPLICABLE, TO BE PAINTED CALTRANS TYPE Al ARROW o a 0 0 1 7' ' 21 AS APPLICABLE, TO BE PAINTED 722 27f t I '� / V) Ln ao ao ;n 0O o6 " CAL -TRANS TYPE VI ARROW 18♦50 U 16 cj Lo cj 04 cli N N CJ, B080UEDRET 'VE AS APPLICABLE, TO BE PAINTED Q ^ ^ ^ r- CONSTRUCTION NOTES' CENTERLINE PROFILE B 38 A11 36 p ^ Q N 34 N ^ F Ir W W W •� •JJ 32 w 'J U_u W 0 o (-)I. w 'oo 1� o<,!_!,7 O y ll • ^ W 30 } o oto p °�° tO O o � � 28 Q m o o APPROXIMATE EXISTING O NN C� cN H FQ- - - - - _ - -- -- -- -- _ ---------- S -0.42% c� cn cn - - - - - - PROP SED CE TERLINE I 26 - - - - =-0.25 _ GARD N PARK DRI VE 4- 10 740 738 736 734 732 730 728 726 724 722 t !� Ire 14 15 16 17 740 738 736 734 732 730 728 726 724 18 18+50 SOUTH FLOWLINE PROFILE f A W to � N c0 O M c000 N Q apo N d• st to N W ^ W cq ^ r r r ^ �� ^ > > > > p HZ > O J J O J W W J CA w^ crl F- N J Z LL W J W W W W W W W = U W Z N -� U cp' O c0 c0 of ^ ^ ^ U� -16 2 n pap W M p ® 1'7 Nj CV p N w W m l W �. a0 o m o 0 L7 r p + U mto CTI J to to p CO 1- ^ ^ 4W W4 m W Z U p `- �_ > z\ r U a a a Q ¢ d �; d ¢ c5 d ci d N d I ci N APPROXIMATE EXISTING o F- w ci v cS r i W W W F- GR DF 0 CC�C.p V3 O L� m N til N m L,.1 (% m V L,.i CTI m N- M ItL -mwW -- -- -- -- S=0.90 -s=-0,25% E (STING RB PROPOSED SOUTH LOWLINE S 0.25% S=-1.05 ° 5=0.9 SE ON11NU TION 10 11 �n t IJ 114 15 16 17 740 738 736 734 732 730 728 726 .. 724 722 18 ` 18+50 co > Lq > N > N > N N W o W W W 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 53 + 57 w ~ 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. ci ci Q v Q I Q UN � W 06 v) m V) ujin 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2 L/ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR GARDEN PARK DRIVE O DURING PHASE 3 CONSTRUCTION AS DIRECTED BY CITY ENGINEER . © STANDARD SPECIFICATION 8010-21C-19. PAINT 12" LIMIT LINE USING EMPSTIC PAINT PER CALTRANS (MEDIAN) (PRIVATE STREET) Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9O INSTALL TYPE III BARRICADE NTH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1(-0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN PJA 3 o��y �I rn O M I- rn Q �r O Z 00 U O� d - O z LL. I QLLJ _1 W U W W c0 c� o N � W Y /Q W pl) LO 00 M 0 Z m o a 0 J En r. r m in o � W Y Q W D U }m m N a Z w to o Z U O Y U w >= w C' m 0 U W w w co w� a 0 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 740 738 736 734 732 730 728 726 724 722 t !� Ire 14 15 16 17 740 738 736 734 732 730 728 726 724 18 18+50 SOUTH FLOWLINE PROFILE f A W to � N c0 O M c000 N Q apo N d• st to N W ^ W cq ^ r r r ^ �� ^ > > > > p HZ > O J J O J W W J CA w^ crl F- N J Z LL W J W W W W W W W = U W Z N -� U cp' O c0 c0 of ^ ^ ^ U� -16 2 n pap W M p ® 1'7 Nj CV p N w W m l W �. a0 o m o 0 L7 r p + U mto CTI J to to p CO 1- ^ ^ 4W W4 m W Z U p `- �_ > z\ r U a a a Q ¢ d �; d ¢ c5 d ci d N d I ci N APPROXIMATE EXISTING o F- w ci v cS r i W W W F- GR DF 0 CC�C.p V3 O L� m N til N m L,.1 (% m V L,.i CTI m N- M ItL -mwW -- -- -- -- S=0.90 -s=-0,25% E (STING RB PROPOSED SOUTH LOWLINE S 0.25% S=-1.05 ° 5=0.9 SE ON11NU TION 10 11 �n t IJ 114 15 16 17 740 738 736 734 732 730 728 726 .. 724 722 18 ` 18+50 co > Lq > N > N > N N W o W W W 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 53 + 57 w ~ 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. ci ci Q v Q I Q UN � W 06 v) m V) ujin 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2 L/ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR GARDEN PARK DRIVE O DURING PHASE 3 CONSTRUCTION AS DIRECTED BY CITY ENGINEER . © STANDARD SPECIFICATION 8010-21C-19. PAINT 12" LIMIT LINE USING EMPSTIC PAINT PER CALTRANS (MEDIAN) (PRIVATE STREET) Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9O INSTALL TYPE III BARRICADE NTH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1(-0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN PJA 3 o��y �I rn O M I- rn Q �r O Z 00 U O� d - O z LL. I QLLJ _1 W U W W c0 c� o N � W Y /Q W pl) LO 00 M 0 Z m o a 0 J En r. r m in o � W Y Q W D U }m m N a Z w to o Z U O Y U w >= w C' m 0 U W w w co w� a 0 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 IJ 114 15 16 17 740 738 736 734 732 730 728 726 .. 724 722 18 ` 18+50 co > Lq > N > N > N N W o W W W 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 53 + 57 w ~ 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. ci ci Q v Q I Q UN � W 06 v) m V) ujin 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2 L/ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR GARDEN PARK DRIVE O DURING PHASE 3 CONSTRUCTION AS DIRECTED BY CITY ENGINEER . © STANDARD SPECIFICATION 8010-21C-19. PAINT 12" LIMIT LINE USING EMPSTIC PAINT PER CALTRANS (MEDIAN) (PRIVATE STREET) Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9O INSTALL TYPE III BARRICADE NTH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1(-0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN PJA 3 o��y �I rn O M I- rn Q �r O Z 00 U O� d - O z LL. I QLLJ _1 W U W W c0 c� o N � W Y /Q W pl) LO 00 M 0 Z m o a 0 J En r. r m in o � W Y Q W D U }m m N a Z w to o Z U O Y U w >= w C' m 0 U W w w co w� a 0 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 L/ CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR GARDEN PARK DRIVE O DURING PHASE 3 CONSTRUCTION AS DIRECTED BY CITY ENGINEER . © STANDARD SPECIFICATION 8010-21C-19. PAINT 12" LIMIT LINE USING EMPSTIC PAINT PER CALTRANS (MEDIAN) (PRIVATE STREET) Q7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71h" CURB FACE. (SEE DETAIL "2" ON SHEET 2) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 9O INSTALL TYPE III BARRICADE NTH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1(-0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN PJA 3 o��y �I rn O M I- rn Q �r O Z 00 U O� d - O z LL. I QLLJ _1 W U W W c0 c� o N � W Y /Q W pl) LO 00 M 0 Z m o a 0 J En r. r m in o � W Y Q W D U }m m N a Z w to o Z U O Y U w >= w C' m 0 U W w w co w� a 0 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 z J CL 0 P m cc Uco .J zo W J v> p%f a -- p W ccw a Z co W DZ cc r > ui C3 Q.. N M � n H M Q H Is < I w '- I T co 0 I w '- I T co 0 746 744 742 740 738 736 734 732 730 728 726 724 746 744 742 740 738 736 734 732 730 728 726 724 746 744 742 740 738 736 734 732 730 728 726 724 > > t Qf QQ If. loo C) � Q m O �� �m 00 LANDSCAPE LOT J /1�51 JJ Y JJ I I ( 40' 12.5' f�p_ �P G �. `l pPy° NUUadu: � � � J � J 12.5' 15 �5trico tri tri ` I ```1 ``LL I ``8 J I J I �Pp 4j_°' Q� G`OQ 5 rn ooN m aoao 1d 1d Id �I �I �G �xx<0 0�F' G �. cP U)i co � W co co >- c�i r } ri o } tri G '� \� ISN p rr� a o0 o a a a o 00 �� O• G \� + < oo w o + w + + w �+, + w + ` U 05�PP �Qp 1�°'' '0 0 >� >� I >� N>N N 11101 col 5� �G•5x�0 o a 1� o Q 1� o Q 1� o +1 m +1 roN, \�3 U U Festa- v` i I c u�i I c� v~i I c v~i 1co ° LJ cn N w NN /-PA-BW 00 d-, � _ . _ _ Com, ,�Q'• 3 11+00 42'b7PUBLIC 12+00 p `n °D 1p+00 1 II - �-280.45 oo i� N n o k.E (l a II ;rel io II �> -----_a 11 �* 1 18' N a'a_ 2 2T1 oN to Ln am , Ii27 Q m BOBOLI DRI VE O.oO' v m SEE SHEET 144 73.99' 109'48'07" 3 J J Q U CU W Z o� m� wwo o4 Q 84'40'49" �woc+o +Io) <fif74= cq \F + Z CU - JJ C6 V) N -I S S60 21 33 E - s - 8» S;n - �-280.45 oo i� N CURVE RADIUS LENGTH 28 DELTA 1 52.00 76.85' 47.38' 84'40'49" 2 O.oO' 99.65' 73.99' 109'48'07" 3 70.00' 1 103.46' 63.78' o co o�( C) Q 84'40'49" 5 +Io) <fif74= cq 134.15' + 109'48'07" JJ 0.00' VERT[ ALOCUR 42.00' cliwIObi O �7 x lx\ FQ CICADA DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 9 L. STA. 14+5`� I GRADE BREAK E•C• C.L• 18.00t. SIA. 14+96.45, F L STA. 11 Z -j J LjCj V)0)Lo W CO Z ++ It O �- N w Ln cn NORTH FLOWLINE PROFILE 002729 CURVE RADIUS LENGTH 28 DELTA 1 52.00 76.85' 47.38' 84'40'49" 2 O.oO' 99.65' 73.99' 109'48'07" 3 70.00' 1 103.46' 63.78' ', dE 34.00' 50.25' 30.98' 84'40'49" 5 70.00' 134.15' 99.60' 109'48'07" JJ AL CUR 0.00' 48.38' VERT[ ALOCUR 42.00' 201.08' Q UW 274'18'46" I/ CU li diLd ( 137'01'28" 9 I 100.64' ( m O O O a0co 2% o� co 6� 47'09'23" 70.00' D E F 91'23'40" �� �_j Tpp�� 2 53.28' ++ F 34.00' 54.23' 0 1 91'23'40" M W Q ++ a cili SFf Ry PR oN L� w Y N r (if anM j w NefT 00 > W J j W u Y r w c� �� m rn� s o da W W r'f V -� W QQ WQ _ Fa -IQ- La.l N V) N w N F m m �N O Lo" ++ n cn to N W N N N N avi _ F, ao 30 > co N 00 N WJO: cc cn N W j W II > m W N W'R W j + I JJJ W win 0 CICADA DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 9 L. STA. 14+5`� I GRADE BREAK E•C• C.L• 18.00t. SIA. 14+96.45, F L STA. 11 Z -j J LjCj V)0)Lo W CO Z ++ It O �- N w Ln cn NORTH FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 52.00 76.85' 47.38' 84'40'49" 2 O.oO' 99.65' 73.99' 109'48'07" 3 70.00' 1 103.46' 63.78' ', dE 34.00' 50.25' 30.98' 84'40'49" 5 70.00' 134.15' 99.60' 109'48'07" VER -6 AL CUR 0.00' 48.38' VERT[ ALOCUR 42.00' 201.08' - 274'18'46" 8 42.00' 100.44' 106.69' 137'01'28" 9 42.00 100.64' 107.42' 137'17'18" 10 33.00' 27.16' 14.40 47'09'23" 70.00' D E F 91'23'40" 11t 12 52.00' D 53.28' 91'23'40" F 34.00' 54.23' 0 1 91'23'40" M > L� w Y N r (if anM j w > W J j W u Y m w Lq Y o w W W w -� W 11 _ M J W N w N F N N n _^ N W N N N N avi _ F, ao > co N 00 N WJO: cc cn N W j W II > m W N W'R W j + I JJJ N n 0 ^ N m j N Lo w O wN O w jJ m .MJa_' r 0 WJ W Q wN W I) w�� w W W + > _j j > II II JF=F- - - - a J o (� M j U JJ O >ta.LL GRAD UtL APPRO IMATE E O Mo U C>>: t+0") td a 0 W a W w U 00 JJJ Y fQ- 0 N W bA ® 00 t�9 WOO Oco v S= UWt.a_ U W Low C14 00 ;lc) an d ULa_L.� OMIT +++ W m _urN >MLi w ~ P2 c 3 >W JO MM M M M •Jri� 0.37% M O) NO LdL66 26 r7 M Y . .o I fn a + APPRO IMATE EXISTING Ito p S-0377. .37% +APPM U Lo to 00 0) o in _,; . U d j�> _ a o U� j Q ¢ S E SHEE &5 66 �6 c6(6cc6 ®CENTERLINEm d S= 0.25% mXIM a +++ MM LL cn W MM U�� �� GRADE AM- ®C EXISMINI;o TERLIN e tt)o cq .�d PROP SED NO TH FLOW oo v� m w cn - ------ v �? '- U > U - - FOR CM IINUATIO 4" --_------ w +++ - - Li V) m- pdd .. d¢ S=0.34% - - - - - - - - a + C3 +a " PROPOSED .--- ddd - - - - S=-0.5 oolcn-_ o - - -- -- -- -- aaa NNE - GIVERN WAY dad NNN - --- - - - - -- "- FOF CONTIN ATTON - - -- - S=0.67 " o;U)- �� __ -- -- S -0.759; SEE CO EET 14 TINUA-n N OPOSE SOUTH LOt>VLINE - - SHEET L FOR =0.67 =0.67% "_ - - SHEET "6- FOR FORE CONTINU TION EE SHEE 14p OPOSED CENTER SEE SHEET 14 ONTINUA ON OPOSE NORTH LO` IN F CONT[ DATION Cl CADA DRIVE FOR [ 0 10 11 12 13 Q Q 14 15 CENTERLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 52.00 76.85' 47.38' 84'40'49" 2 O.oO' 99.65' 73.99' 109'48'07" 3 70.00' 1 103.46' 63.78' ', dE 34.00' 50.25' 30.98' 84'40'49" 5 70.00' 134.15' 99.60' 109'48'07" VER -6 AL CUR 65.16' 48.38' VERT[ ALOCUR 42.00' 201.08' - 274'18'46" 8 42.00' 100.44' 106.69' 137'01'28" 9 42.00 100.64' 107.42' 137'17'18" 10 33.00' 27.16' 14.40 47'09'23" 70.00' D E F 91'23'40" 11t 12 52.00' D 53.28' 91'23'40" u 34.00' 54.23' F 1 91'23'40" M > L� w Y N r (if anM j w > W J j W O w w Lo °' Y o w W W w -� W 11 _ M J W N w N F N N n _^ ii -I wU N avi 00 ao > co N 0 WJO: cc cn N W j W II W 11 + JJJ Q 0 ^ N m j N Lo w O wN O w jJ m .MJa_' r 0 WJ M O ILL qI W I) w�� 0 > W + > _j m > II II JF=F- - - - a n o (� M j U JJ O >ta.LL GRAD UtL APPRO IMATE E [STING J J O I W a 0 W m J W Ja_ U 00 JJJ fQ- 0 N U bA ® 00 t�9 WOO Oco v S= UWt.a_ m ;lc) J J NN ++fy ULa_L.� OMIT +++ w ~ P2 c 3 >W JO MM M M M •Jri� 0.37% M O) NO LdL66 O N j Y . .o _ APPRO IMATE EXISTING S-0377. .37% (V N U Lo to 00 0) o in _,; . GRAD ® CENTERLINE SOL TH FLOW o - a o C) 0) S E SHEE &5 66 �6 c6(6cc6 ®CENTERLINEm S= 0.25% N a +++ MM LL cn W MM U�� �� FO CONTINUATION e tt)o cq .�d PROP SED NO TH FLOW a `^~ 11 m oKiN ----- SHEET ------ �? '- U > U - - FOR CM IINUATIO 4" =-0.45 w +++ pdd .. d¢ S=0.34% a + C3 +a " PROPOSED .--- ddd GR DE ®CENTERLINE0° - S=-0.5 NN o - - oto (n - - Lal cnN - - - aaa NNE - GIVERN WAY dad NNN - --- - - - - -- "- FOF CONTIN ATTON - - -- - o;U)- �� __ -- -- - SEE CO EET 14 TINUA-n N OPOSE SOUTH LOt>VLINE - - L FOR =0.67 =0.67% "_ - - SHEET "6- S=0.677, FORE CONTINU TION EE SHEE 14p OPOSED CENTER F CONT[ DATION Cl CADA DRIVE [ D 10 iE 12 13 14 15 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 52.00 76.85' 47.38' 84'40'49" 2 O.oO' 99.65' 73.99' 109'48'07" 3 70.00' 1 103.46' 63.78' 84'40'49" 4 34.00' 50.25' 30.98' 84'40'49" 5 70.00' 134.15' 99.60' 109'48'07" VER -6 AL CUR 65.16' 48.38' 109'48'07" 7 42.00' 201.08' - 274'18'46" 8 42.00' 100.44' 106.69' 137'01'28" 9 42.00 100.64' 107.42' 137'17'18" 10 33.00' 27.16' 14.40 47'09'23" 70.00' D E F 91'23'40" 11t 12 52.00' 82.95' 53.28' 91'23'40" 13 34.00' 54.23' 1 34.84' 1 91'23'40" M > L� w Y N r (if anM j w > W J j W w w Y w W W w -� W _ W J W N w N F N N _^ W -I wU avi 00 ao 0 WJO: cc cn N W Flj + + JJJ Q N m w y N Lo w O wN O w W e UIiLL. 0 U M O ILL qI 1 0 > W + > _j - - - a n o (� M j U rO") of :� GRAD ®CEN APPRO IMATE E [STING rr O cOt )o W a 0 W U 00 N fQ- 0 N U bA ® ice C9 W Ni v S= O m ;lc) a NN ++fy OMIT +++ w ~ P2 c 3 >W JO "- M S= 0.37% I O N j + ­ APPRO IMATE EXISTING S-0377. .37% . C 7 Q o in GRAD ® CENTERLINE SOL TH FLOW o - a N� S E SHEE APP GRADE ®CENTERLINEm S= 0.25% N a �a LL cn W FO CONTINUATION PROP SED NO TH FLOW a `^~ 11 ----- SHEET ------ '- - - - - FOR CM IINUATIO 4" =-0.45 .. S=0.34% s=os7 " PROPOSED CEN S= 1.46y, - S=-0.5 9; GIVERN WAY EES EET FOF CONTIN ATTON OR 6 SEE CO EET 14 TINUA-n N OPOSE SOUTH LOt>VLINE FOR �7 10 11 12 13 14 15 746 744 742 740 738 736 734 732 730 728 726 724 746 744 742 740 738 736 734 732 730 728 726 724 746 744 742 740 738 736 734 732 730 728 726 724 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER �P18"l-IPE SIZE /-PIPE SIZE "G SEWER STORM DRAIN 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. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END "R6-1"- ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wl-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT icFURNISH & INSTALL INTERCONNECT CONDUIT T63 Tg5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION aj FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER II 49 J co 00 II P H A r 0 52 N J JJ 00 O J Op 00 A��M JJ _j YJJ/L� MN Q cites I `` i v 1 _j w �w V STga s�o , 9x 6q 48 0, ++�� ����; S�9 F �q P/L S� �9 %" +o Oo�o_ rnrnic m 50'�i 51 �r�) m�r� c`/ X. T4 9x�s �Fy 9xs �q` Q QQ o a co `n °° + a' I a rn > o ¢ + + ^/ Q= �o' �. 9x ).�� OS ♦gS t- �F- ++ter wo v �_+ Qo�NN 2 0 2 / a_ cn to c� (n o o co > N w �* + c� x Q h 8 l w V)v~i1Q n aI 1 0 < am U) (n �`z p4/ /��' o� -53 Fy' ; P/L-BW ; r 47 10 _� • �� / STA. 9_+2_7.39, F.L. LT. v _S - _ » 6"S 2 1 12+00 11 STA. 9+27.19, F.L. T. tr)7 S4T27 56 E 11+00 1 221.73' Cti �ti N 10 °� N t z 1 SSP• 54 1.0' SIDEWALK EASEMENT 13 \ 12 AROUND THE CUL-DE-SAC STA. 13+1207, F.L. P/L-BW } 9 Ll 1 �I E. "}.Q I i 46 T ,� Q N LZ C6 _ �3 40 N Oi = �JF�Pkoik /6Dcb� 11 it Q 00 N �' � ¢ co �x /fix G +o ''�' p I+ 1 +Iw + "' WZ Cl �18 rC'4 E / > > w- col o in o I I > ± / ° >- N 00 00 O F I < p Q [ I I N I( Q rnl3 N (� c� cn �i�� �� �� I.1 I� �� I I a CSj,�.`P. /GJ °°O ' > O of _1 J -1 J c� (n a U U U Li 112' 12'I 3 I) °x �L� �L� 43 42 i ir ��; 1 , �� GFS '� v, o of ri of of m r� o 2T� Q o >_0 II 45 �` �' MN Lo in a ++ ++ MONARCH DRIVE �¢ o 00 00 41 i; �N Nw SEE SHEET 8 >o Y z z o c.5 m w a a cj Q a i� o JJ m JJ ' �� U i- i- V r °' ��' °' cncn E.C. B.C. GRADE BREAK I= �"j w c"` o_ cnN w Ncn 8 STA. 13+04.6C.L. 18.00RT.- to a cqa o 00 00 O 00 n STA. 12+75.96,, F.L. 4 C5Nt o M 738 736 734 732 730 728 726 724 722 720 738 736 734 K 732 a. 730 z 0 728 726 724 722 720 GIVERNY WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ? ++ ++ N --i --i U �� uj N N Lal U) N NORTH FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 52.00 76.85' 47.38' 84'40'49" 2 52.00' 99.65' 73.99' 109'48'07" 3 70.00' 1 103.46' 63.78' 84'40'49" 4 34.00' 50.25' 30.98' 84'40'49" 5 70.00' 134.15' 99.60' 109'48'07" 6 34.00' 65.16' 48.38' 109'48'07" 7 42.00' 201.08' - 274'18'46" 8 42.00' 100.44' 106.69' 137'01'28" 9 42.00 100.64' 107.42' 137'17'18" 10 33.00' 27.16' 14.40 47'09'23" 70.00' 111.66' 71.72' 91'23'40" 11t 12 52.00' 82.95' 53.28' 91'23'40" 13 34.00' 54.23' 1 34.84' 1 91'23'40" LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER �P18"l-IPE SIZE /-PIPE SIZE "G SEWER STORM DRAIN 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. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END "R6-1"- ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wl-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT icFURNISH & INSTALL INTERCONNECT CONDUIT T63 Tg5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION aj FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 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 CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER II 49 J co 00 II P H A r 0 52 N J JJ 00 O J Op 00 A��M JJ _j YJJ/L� MN Q cites I `` i v 1 _j w �w V STga s�o , 9x 6q 48 0, ++�� ����; S�9 F �q P/L S� �9 %" +o Oo�o_ rnrnic m 50'�i 51 �r�) m�r� c`/ X. T4 9x�s �Fy 9xs �q` Q QQ o a co `n °° + a' I a rn > o ¢ + + ^/ Q= �o' �. 9x ).�� OS ♦gS t- �F- ++ter wo v �_+ Qo�NN 2 0 2 / a_ cn to c� (n o o co > N w �* + c� x Q h 8 l w V)v~i1Q n aI 1 0 < am U) (n �`z p4/ /��' o� -53 Fy' ; P/L-BW ; r 47 10 _� • �� / STA. 9_+2_7.39, F.L. LT. v _S - _ » 6"S 2 1 12+00 11 STA. 9+27.19, F.L. T. tr)7 S4T27 56 E 11+00 1 221.73' Cti �ti N 10 °� N t z 1 SSP• 54 1.0' SIDEWALK EASEMENT 13 \ 12 AROUND THE CUL-DE-SAC STA. 13+1207, F.L. P/L-BW } 9 Ll 1 �I E. "}.Q I i 46 T ,� Q N LZ C6 _ �3 40 N Oi = �JF�Pkoik /6Dcb� 11 it Q 00 N �' � ¢ co �x /fix G +o ''�' p I+ 1 +Iw + "' WZ Cl �18 rC'4 E / > > w- col o in o I I > ± / ° >- N 00 00 O F I < p Q [ I I N I( Q rnl3 N (� c� cn �i�� �� �� I.1 I� �� I I a CSj,�.`P. /GJ °°O ' > O of _1 J -1 J c� (n a U U U Li 112' 12'I 3 I) °x �L� �L� 43 42 i ir ��; 1 , �� GFS '� v, o of ri of of m r� o 2T� Q o >_0 II 45 �` �' MN Lo in a ++ ++ MONARCH DRIVE �¢ o 00 00 41 i; �N Nw SEE SHEET 8 >o Y z z o c.5 m w a a cj Q a i� o JJ m JJ ' �� U i- i- V r °' ��' °' cncn E.C. B.C. GRADE BREAK I= �"j w c"` o_ cnN w Ncn 8 STA. 13+04.6C.L. 18.00RT.- to a cqa o 00 00 O 00 n STA. 12+75.96,, F.L. 4 C5Nt o M 738 736 734 732 730 728 726 724 722 720 738 736 734 K 732 a. 730 z 0 728 726 724 722 720 GIVERNY WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ? ++ ++ N --i --i U �� uj N N Lal U) N NORTH FLOWLINE PROFILE " B m V) cn I O Z 17 zo ED M � o 00 r r P, Z c> Y M � N f� N ^ M > L� w Y N r (if > j w > W J j W w w Y w W W w -� W _ W J W W(if _^ W -I wU avi 00 O o 0 WJO: N W Flj + + JJJ Q N m w y N Lo W O a UIiLL. 0 U M O ILL qI 1 0 + + (MATE EXISTING - - - a v~i w o Q :� GRAD ®CEN APPRO IMATE E [STING rr cOt )o a 0 U 00 N fQ- 0 GRADE ® CEN RLINE m v S= O a NN ++fy OMIT +++ w ~ S= 0.37% APPRO IMATE EXISTING S-0377. .37% dad o in GRAD ® CENTERLINE SOL TH FLOW NE �' N� S E SHEE NNN S= 0.25% FO CONTINUATION PROP SED NO TH FLOW INE SEE SHEET - - FOR CM IINUATIO 4" 9 iD 11 12 13 738 736 734 732 730 728 726 724 722 720 13+75 CENTERLINE PROFILE " B m V) cn I O Z 17 zo ED M � o 00 r r P, Z c> Y N O Y M > L� w (if > w w w w v m w _ UII N _^ JIIt_ avi 00 O o 0 WJO: N W Flj + + JJJ Q + m w y W JJ '�� UIiLL. 0 ILL a 1 0 O APPRO (MATE EXISTING - - - rr v~i O :� GRAD ®CEN RLINE m rr cOt )o a 0 U 00 0 W � PO Ln S= O a NN ++fy OMIT +++ w ~ S -0.37% APPRO IMATE EXISTING .37% dad o in GRAD ® CENTERLINE SOL TH FLOW NE �' N� S E SHEE NNN FO CONTINUATION - - - - _ =-0.45 .. S=0.34% PROPOSED CEN _ - S=-0.5 9; GIVERN WAY FOF CONTIN ATTON 738 736 734 732 730 728 726 724 722 720 10 11 12 13 738 736 734 732 730 728 726 724 722 720 13+75 SOUTH FLOWLINE PROFILE m V) cn Z 17 zo � o r r P, Z c> Y n O Y > L� w (if > w w w w v m w _ a- N _^ 00 O o 0 N + + � Q + 0 ILL a O APPRO (MATE EXISTING rr v~i :� GRAD ®CEN RLINE a 0 ------_-- 0 S= 0.37% S -0.37% S=- .37% - PROPOSED SOL TH FLOW NE S E SHEE 8 FO CONTINUATION 9 12 _ _ 13 738 736 734 732 730 728 726 724 722 720 13+75 hi< 7w elk _1. Fi U uDRA " I caJ m V) cn Z � o Z c> O Y L� w >_ w a- N 00 0 U U-1 0 rr W O a 0 0 STA. g 18 STA. 12+49. - ,,,«UZ) WAY STA o, DEPRESSED�F E ELEV 07.77 (P 0 V C) ►I T8' 118 II 70760 • N21 04'39"W 127' 27' It 13 TRELLIS wq Y SEE ewr-r ._ 726 724 722 720 718 716 714 712 710 708 706 704 702 700 726 724 722 720 718 716 714 712 710 708 706 704 702 700 726 724 722 720 718 716 714 712 710 708 706 704 702 700 STA. 9+38 59,' F'L 18 OORT.= DEP ESSEDRMAL F. LF.E� ELEV.08.04 (P.O.V.C.)33 -707.87 N A b r QQ 0 Q Q � ► 64�30W�� IR : 11 STA.17+5 00, F.Y.. V+8 ' C) p to STA. S50'54'C1„W RSEr, SHEET FOR STATIONING SEE DETAIL "A" THIS 00 7+52.45, C.L•DR1VE= STA AN+2�.2 E' OrAIV1011 MUOO VIKI V C (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL v / Al tV���� X 42 DRIVEWAY SiN. 17+4665, F.L. 17+6� F.L• �� \ pR1VEw AY STA. 5, 17+7408, F.�. 41 726 724 722 720 718 716 714 712 710 708 706 704 702 700 9 10 11 12 13 14 15 16 17 18 19 CENTERLINE PROFILE CURB IR : 11 STA.17+5 00, F.Y.. V+8 ' STATIONING v, a H X11 to STA. S50'54'C1„W RSEr, SHEET FOR STATIONING co 00 7+52.45, C.L•DR1VE= STA AN+2�.2 E' Vic; 111 27, 27,1 SP - C p STA 12+2 icKET WAY 'o, C400 +`o a u Y TMI EKSN W15 o TN M + ! r SE a. p Z Q i rr � NN a- O) I DO 726 724 722 720 718 716 714 712 710 708 706 704 702 700 9 10 11 12 13 14 15 16 17 18 19 CENTERLINE PROFILE CURB o E STATIONING CURVE to LENGTH SHEET FOR STATIONING co 00 �00 81.68' 0 Iq 00 J oc; a cS 1" = 5' VERTICAL Q � 88'01'29" °D aoV a. p N o - (o o a- O) I DO Qj z N D co p rj M icd NORTH FLOWLINE PROFILE I + `^ 4.18' n NVUN g'�w I OF ROUNDABOUT N A 40.00' 0 �cn 31'20'29" 8 75.00' UUP 43.03' ROUNDABOUT 'UU(n 40.00' a(j SCALE: 1 "=20' 13 10 10.00 7.99 4.22 45'4526" 11 10.00' 7.92' 4.18' 45'23'22" 12 0 387.34' 194.16' 09'59'17" 13 -- ------------------ 67.63' 88'01'29" A^ 34.00' 53.41' 34.00' 90'00'00" 15 2258.00' 91.99' 46.00' 60.0' 16 10.00' 7.99' 4.22' 45'45'17" 17 A 60.00' 4.18' 45'23'31" 18 40.00' 20.84' 10.66' 29'50'53" 19 ^ 82.06' 45.68' 62'41'13" 20 40.00' 20.84' 10.66' 29'50'53" 21 10.00' 7.92' -- 45'23'31" 22 10.00' 7.99' 4.22' 45'45'17" 23 2258.00' 393.94' 197.47' 09'59'46" 24 34.00' 52.23' 32.85' 88'01'29" 25 R63.00' 60.54' N 55'03'15" 26 10.00' 21.81' 19.19' 124'56'45" 27 R63.00' 60.54' - - -- --- --- --- --- -- - - - - -- -- w wnrAl APPROXIMATE EXIS NG - - w APPROXIMATE E ISTING B o ° CU RADE CENTER INE _ - _ - _ - - a;GRADE 0 CENTERLINEcm l;=O.49% LL J > B C Z AP ,ROXIMA EXISTING- S=0.507* - S E SHEET 15 I� W II JJ �� � o A ^ W m M + ^ / p- o _. + FO CONTINUATION S 0.37 rn S- SHE ° w �` w ^ ^o rri SEE LAF Y N O ^ - I •II Y Opd RE CONTI UATION NN ^ v o^ f -Y / FOR ONTINUA ON a 00 �. w a11I v $ 0.82% i ��mol� I � a CS�U: �,# vld`n� / (o j I a w _ N C:) Il m jui �V)r- WQw w� z1 a: V) t=om m 1 o: Jm w _ - - W J W 1l W O W > IIw W �0 p uj J> J ♦ JJ m?i 000 00 w �LiW w w^l-j W J mQ 3 O OSS _DRI) w z 'i w DD _777 o NORTH FLOWLINE ,JJ L� ti Q w,,, J ,i ,i,i �,, ClN O O Q Q FLOWLIN O i z <n J N d j v of w 0 O W 1 II �' Wn _ w O ROPOSE ^Ot17 CCD _;l - _ N� Q- +++ U t-E"- t o ROPOSE SOUTH vi O QI Ii M -1 O W O® p Q N + U N F- w�F of v� j N 1� h- o U MJc 06 j c3 co Io.� 1 Ow �� �.-� / g% Y^ 0%� ^ I ^ 11 00 Q O) N G) J \� v 2 • J j -i -i � m m00 00to O W>m to rn r m /� W of m W > I ao Y W 0+0 0+0 W 0+D U W U Q Of O U Ocl coo 00 / / CA w W W CU Q j Li F- c� > Q p U ►- to W tri ? tri tri _ ^ 00 tri w tri 1 _ tri w ml co(D (f)1 a > F_ a Na N 41 (% U^ IV-) / �� 01 117! tNn o °O +++ m ,_m C6 N a 1(O w co 2 06 0 ^ nto m(! j _ dliN /� Y N ION0 O N j j Q> c0 Lj S=1. �y $% m pM W J D_' Y m J D_ V) -il _j - - ._j to \C 9 (O (o •� .- to w J w J S -1• + + (O JJJ W� Jj .-j 'JJ ^ j0w w 2. 3 ° U m (n (n (n ^ ^ at SHEET17 m o Lu 'o W W W J W 00 N uj pQ 00 W 00 FO CONT1 UA710N j j cD tri W O 00 CU I Q 000(D1* (U �w ' a000 ' CU 1 U F -- I S= J Oi w Ai J J J ^ Q O) CV 00 N Q FQ- N Oi d' W (n S= 1.249; to EE SHEET r i w - N + Z N w ori + +" j NNN M + MM I J I SEE SHEET FOR C N11NUgT! cT r? rj® 0Lu i Ipn(D o I r '- i�j C3+ 1 N + j +GONTIN 17 0�o N C3 > U ON + + + ��W� mv~idn� aNn: 'En j c5 U cj ci � c5 v I- J �- G o: cn a N LU n N W a v~i ac~na 5 .00' G VERTIC L CUR v . ci v VERTICAL CURVE wi v G - H a: a (o a a `- a v' F- v' VER 50.00' 726 724 722 720 718 716 714 712 710 708 706 704 702 700 9 10 11 12 13 14 15 16 17 18 19 CENTERLINE PROFILE CURB o E STATIONING CURVE to LENGTH ir co 00 �00 81.68' 0 Iq 00 J oc; a cS u: Q � 88'01'29" °D aoV a. p N o - (o o a- O) I DO Qj z N D co p rj M icd 18 Q = I + `^ 4.18' n NVUN g'�w I wW N N A 40.00' 0 �cn 31'20'29" 8 75.00' UUP 43.03' ROUNDABOUT 'UU(n 40.00' a(j SCALE: 1 "=20' 13 10 10.00 7.99 4.22 45'4526" 11 10.00' 7.92' 4.18' 45'23'22" 12 2222.00' 387.34' 194.16' 09'59'17" 13 -- ------------------ 67.63' 88'01'29" A^ 34.00' 53.41' 34.00' 90'00'00" 15 2258.00' 91.99' 46.00' 60.0' 16 10.00' 7.99' 4.22' 45'45'17" 17 10.00' 7.92' 4.18' 45'23'31" 18 40.00' 20.84' 10.66' 29'50'53" 19 75.00' 82.06' 45.68' 62'41'13" 20 40.00' 20.84' 10.66' 29'50'53" 21 10.00' 7.92' -- 45'23'31" 22 10.00' 7.99' 4.22' 45'45'17" 23 2258.00' 393.94' 197.47' 09'59'46" 24 34.00' 52.23' 32.85' 88'01'29" 25 R63.00' 60.54' N 55'03'15" 26 10.00' 21.81' 19.19' 124'56'45" 27 R63.00' 60.54' - - -- --- --- --- --- -- - - - - -- -- w APPROXIMATE EXIS NG - - w APPROXIMATE E ISTING B o ° RADE CENTER INE _ - _ - _ a;GRADE 0 CENTERLINEcm l;=O.49% LL J S=0.507* - S E SHEET 15 I� W II JJ ^ p- o _. + FO CONTINUATION °D rn w �` w SEE SHEET 1 Y N O ^ - I •II Y Opd JJJ NN �� / FOR ONTINUA ON -- 00 �. w a11I v Q U `� ��mol� � a CS�U: �,# vld`n� / 1 I _ C:) Il m jui �V)r- WQw w� z1 a: V) t=om m .^ o: Jm w _ - - > IIw W �0 p uj J> J ♦ JJ m?i 000 00 PR(MEu ANISH OSS _DRI) w z 'i w DD SQ o ,JJ L� ti Q w,,, J ,i ,i,i �,, ClN o00 Q Q FLOWLIN i Q ao S of W 1 II �' Wn _ w O ^Ot17 CCD _;l - _ N� Q- +++ U t-E"- ROPOSE SOUTH p 1 i ,� I w N F- w�F of v� j N 1� h- o U MJc 06 j c3 co Io.� 1 Ow �� �.-� / g% 2 0%� 11 11 Z v 2 • J j -i -i � m m00 00to w m W>m to rn r m /� CD rn ao mIW YJ Of O U Ocl v / / CA rll� Li c� > Q p U ►- W U W ? F- v~i _ ^ 00 tri tri tri tri ml co(D (f)1 a > F_ a Na N 41 (% U^ IV-) / �� 01 14 (o co ^m tNn o °O +++ ,_m Vn(n(n a 1(O w co \ m(! j _ dliN /� ION0 O N j j Q> > S=1. �y $% m pM W J D_' Y m J D_ \C 9 (O (o •� .- to w J w J S -1• (O JJJ W� Jj .-j 'JJ 2. 3 ° •~{Q- (n (n (n ^ ^ at SHEET17 m Lu 'o S= FO CONT1 UA710N j j cD tri W O 00 000(D1* 0 �w ' a000 ' CU 1 U F -- I S= J w Ai J J J ^ Q O) CV 00 N Q r -j pj Oi d' W (n W to EE SHEET 17 w + +" j NNN M + MM I J FOR C N11NUgT! i Ipn(D o I r '- i�j C3+ N 17 0�o CR N C3 > U j c5 U • (n (n cn o: cn a N LU n N W G v . ci v VERTICAL CURVE wi v G 0 10 11 12 v 13 v 14 `6i 16 17 18 726 724 722 720 718 716 714 712 710 708 706 704 702 700 19 SOUTH FLOWLINE PROFILE CURB o rn STATIONING CURVE to LENGTH ir co 00 �00 81.68' 0 Iq 00 J oc; a cS u: Q � 88'01'29" °D aoV a. p N o - (o o a- O) I DO Qj z N D co p rj M icd 18 Q = I + `^ 4.18' n NVUN g'�w I wW N N "� mN 40.00' 0 �cn 31'20'29" 8 75.00' UUP 43.03' ROUNDABOUT 'UU(n 40.00' a(j SCALE: 1 "=20' 13 10 10.00 7.99 4.22 45'4526" 11 10.00' 7.92' 4.18' 45'23'22" 12 2222.00' 387.34' 194.16' 09'59'17" 13 70.00' 107.54' 67.63' 88'01'29" A^ 34.00' 53.41' 34.00' 90'00'00" 15 2258.00' 91.99' 46.00' 02'20'03" 16 10.00' 7.99' 4.22' 45'45'17" 17 10.00' 7.92' 4.18' 45'23'31" 18 40.00' 20.84' 10.66' 29'50'53" 19 75.00' 82.06' 45.68' 62'41'13" 20 40.00' 20.84' 10.66' 29'50'53" 21 10.00' 7.92' 4.18' 45'23'31" 22 10.00' 7.99' 4.22' 45'45'17" 23 2258.00' 393.94' 197.47' 09'59'46" 24 34.00' 52.23' 32.85' 88'01'29" 25 R63.00' 60.54' 32.83' 55'03'15" 26 10.00' 21.81' 19.19' 124'56'45" 27 R63.00' 60.54' - - -- --- --- --- --- -- - - - - -- -- w w APPROXIMATE E ISTING ' a;GRADE 0 CENTERLINEcm ^ p- o + SEE SHEET 1 Y N O ^ I FOR ONTINUA ON 00 .^ w w v Q S=O. 6% 1 I C:) Il m jui �V)r- WQw w� a: V) > IIw W �0 w z 'i w J" SQ o FLOWLIN Q ao of E �' _ c i _ w O ROPOSE SOUTH p 1 i ,� I w of v� j N 1� h- + Cj i=11 - g% Z v m m00 00to w m W>m rn r m /� 04 rn ao mIW YJ Of O U Ocl v / / CA rll� Li c� ►- W U W ? F- v~i tri tri tri tri (f)1 a N U^ IV-) / a 1(O w co \ m(! C-0 0 a dliN /� ION0 O N j j Q> > m pM •� to to w J w J • J (O f- 2. 3 ° ^ ^ ^ w m S= j j j cD tri W O 00 CU 1 U F -- S= w Ai J J J ^ Q O) W (n W to EE SHEET 17 w + +" j M I J FOR C N11NUgT! i Ipn(D o I r '- N 17 0�o CR N 00 > U c5 v . ci v ci v G a: a (o a a `- a v' F- v' VER 50.00' AL CUR VIE F <H> 0 10 11 12 13 14 15 16 17 18 726 724 722 720 718 716 714 712 710 708 706 704 702 19700 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER -CSEWER 8""IPE SIZE PIPE SIZE STORM DRAIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -�?- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END "R6-1*- ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE "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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT T23 %5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION ❑j FLOWLINE STATION - SEE TABLE ITEM OF WORK - SEE SCHEDULE 1Q CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) =491 CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED [Y CALTRANS TYPE I ARROW II AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED �j CAL -TRANS TYPE M ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O7 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7W CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO f$¢F BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9r~ " "1st v a w 3. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE." SECTION DESIGNATION: i SECTION LETTER SHEET WHERE SECTION IS SHOWN � CURB o rn STATIONING CURVE RADIUS LENGTH ir co 00 �00 81.68' 0 Iq 00 J oc; a cS u: Q � 88'01'29" °D aoV a. p N o - (o o a- O) I DO Qj z N D co p rj M icd 18 Q = I + `^ 4.18' n NVUN g'�w I wW N N "� mN 40.00' �W���zQQ19 �cn 31'20'29" 8 75.00' UUP 43.03' ROUNDABOUT 'UU(n 40.00' a(j SCALE: 1 "=20' IL _ Uri' 12 r CURB CURVE rn STATIONING CURVE RADIUS LENGTH TANGENT DELTA 1 �00 81.68' 31Tw P-: �+ oc; a cS 79.89' 1 88'01'29" CC 70.00' ppW�� QUJ 1 -' �0 N o `° 4 Q �--ZooZOl+g 90.21' 45.11' 02'19'34" 5 otrzQ 7.92' 4.18' 45'23'22" NVUN 10.00' 7.99' 4.22' 45'45'26" 7 40.00' 21.88' �cn 31'20'29" 8 75.00' 1 78.13' 43.03' ROUNDABOUT A 40.00' 21.88' SCALE: 1 "=20' 13 r CURB CURVE TABLE STATIONING CURVE RADIUS LENGTH TANGENT DELTA 1 52.00' 81.68' 52.00' 90'00'00" 2 52.00' 79.89' 50.24' 88'01'29" 3 70.00' 109.96' 70.00' 90'00'00" 4 2222.00' 90.21' 45.11' 02'19'34" 5 10.00' 7.92' 4.18' 45'23'22" 6 10.00' 7.99' 4.22' 45'45'26" 7 40.00' 21.88' 11.22' 31'20'29" 8 75.00' 1 78.13' 43.03' 59'41'08" 9 40.00' 21.88' 11.22' 31'20'29" 10 10.00 7.99 4.22 45'4526" 11 10.00' 7.92' 4.18' 45'23'22" 12 2222.00' 387.34' 194.16' 09'59'17" 13 70.00' 107.54' 67.63' 88'01'29" 14 34.00' 53.41' 34.00' 90'00'00" 15 2258.00' 91.99' 46.00' 02'20'03" 16 10.00' 7.99' 4.22' 45'45'17" 17 10.00' 7.92' 4.18' 45'23'31" 18 40.00' 20.84' 10.66' 29'50'53" 19 75.00' 82.06' 45.68' 62'41'13" 20 40.00' 20.84' 10.66' 29'50'53" 21 10.00' 7.92' 4.18' 45'23'31" 22 10.00' 7.99' 4.22' 45'45'17" 23 2258.00' 393.94' 197.47' 09'59'46" 24 34.00' 52.23' 32.85' 88'01'29" 25 R63.00' 60.54' 32.83' 55'03'15" 26 10.00' 21.81' 19.19' 124'56'45" 27 R63.00' 60.54' 32.83' 55-03'15- 28 10.00' 21.81' 19.19' 124'56'45" r CURB &GUTTER STATIONING TABLE NO. ,DESC. C.L. STATION F.L. STATION 0 P.R.C. STA. 11+43.31, C.L. 15.01 LT. STA. 11+43.33, F.L. {fl P.C.C. STA. 11+50.52, C.L. 12.001-T. STA. 11+51.32, F.L. ❑3 P.C.C. STA. 12+67.70, C.L. 12.00LT. STA. 12+73.21, F.L. ® P.R.C. STA. 12+74.92, C.L. 15.011-T. STA. 12+81.20, F.L. 0 PHASE BOUDNARY STA. 16+76.66, C.L. 18.00LT. STA. 16+81.98, F.L. © P.R.C. STA. 11+43.57, C.L. 14.99RT. STA. 11+45.18, F.L. Q P.C.C. STA. 11+50.64, C.L. 12.00RT. STA. 11+53.10, F.L. ® P.C.C. STA. 12+67.58, C.L. 12.00RT. STA. 12+76.84, F.L. Q P.R.C. STA. 12+74.65, C.L. 14.99RT. STA. 12+84.76, F.L. r m z 0 L W Qf F- Q 0 SEE DETAIL "6" ON W LANDSCAPE SHEET 2 FOR ROUNDABOUT L 3 „ ►1 55 >� 56 57 ►► LOT B CONSTRUCTION DETAILS N� ROSENE BOR o ►► n Q '- u u ►= o o r: Co 0 +I II Q o 3 u n o n GARDEN a ,_ J J o _, a o SEE N N o 0 0 o J it _'w J ,'_' N o PARK DRIVE o 0 0 0 V) oU SHE '^ o o m o o Co o ao f 11 I ET 17 -7 J ` 00 o o m o: o 0 0 o SEE SHEET 11 I o N m U U G ry -= .1 _N w O O O -1 -I tV ' ' U /y -t -J ._.•I Q m Q 1 C6 pp Cj ti �' V 111 24' 2O I J J L.- co I OO' UW U -t -l-t J -i -i-i J� r ' 27' JJ �-! I Ute F vUQ UtL Mrry O'O' U,� UIL U JJY .i -1-j rna l 33 U�. OL" _ w n U w ' U' ^ e. p'') M �!' l(') I J U U Li Lim Cj U Q U LL U -t I 'J J O to 13, U w U Li Li rl W � N Qt W d •1 (O cp C,! to I Z W -► O N 00 OI a• O "r w % (1 m ++ mm M� N til ``fr tom o� .rl� 00o cV`ri�a-� tylJ UI. ^°^° 1 ria 5 I` I i o� d'd'r-rd d ,;1 �, �z ++ coo �^ a;� •-Mlo� ONo� `` �0ori ++' N„' f;'` IFS I 1 r,� Nin ra> �1 �� Q '' + �oWn a'r' 3Q ~ �� 1: ^ oo + ► o �? U3^triaowNtri� -I� I - -I- MMwI rri 1 OOrj riaon o�Q 00 + + Z ++Q ++ j / ^ o ++ mm Nw �� m ooz d + - c0 c0 C� coO)O tom c0.-� j co> �mrn t- M I� I Cj r +� UIQ Ci W 00 ¢ W f ++ ++ +� ++Q++DOnQ ao Q r7Z�cN0 U m Ci++ `.�\ o M +} ++W tjtow j +I �� > �U `� O �2' :n co 1 d m N NND NNZNN�+�� C9 CjQQ MM 41 �c0 Illmaa dd I �r> Q\ Q cn r ¢ Zp + w rn + + + r t -i a 12 ma'coa�� ti~��JU±I>�vdd�¢Q d¢I�Z c�.-pw,-.-��+>�mw^^ LL V) cO� 'roi lil����? �v QOQ ciQ�nt¢ u'c?ta►a-v�c~i��' ) 15 4; cncn Icr dco I r+il ciQQ ao m P BW I o0 Ncnao cn ao tncn o t E -F- t-t-ci i-�- Q o t-cU r-►- c� cn i- �.i cn 5' cn ¢ a� cncni,im�Icnc�cnrnmcn<ni.,.icncn �Ic t¢-U�fQ- 2 �1 4i�N I Z I uiu~iv~i0 cncn° NN <nl 1 2 II P/L-BW c11 � 742 740 738 734 732 730 728 726 724 722 vX01 718 9 742 740 738 736 �0 42 »p -PUBLIC � 3 N 1 "' u g / 11 12 3 13 14 V' LANEGE GREEN � `� i 0_ p 5 42"D-Pue_uc0° N 5 N 17 -Puauc4- 3&0-1 o- " 1- D- - - 1 + p 5 13+00 42"D -PUBLIC 6 O ► O 5+00 � D 3 _ + �1 16 1 N N43'20 51 E 11+00 - - IV43'20 51 E51 E p 115,2g' 3 3 15+00 g 16+00 iF W o 0 17 00 'c^� 255.42' - _ - _ ri� N 1 1t 1 6 S o 19 6 S 17 2 21 14+00 21 23 C N34'57'38'E 89.28 N. O �0 76 18 3 •- -� OCT a 3 �' 3 1 2 P/L BW 17 22 - ° _ P /L -BW W Q 17 3 12' 4 20 5 1 rl� 1� ►► 10 ►1 �l 12 3 !! �' -.4 .� 0 1 O N O O O 'N � ~ 11 11 M N �' i O � F= ^f c6 ca ci 11 � r ,ti J t Q Z 18 ui o 1 Co o ► �l M cn o 0 o ce M '- w � J J + Q J t,: J o o 18'� 0 0 0: II v t o o 27' z �� `^ 1 co o o �� v 11 l M `." c i o o rnE� N n o cj li w ,+r, 4 30 U U .iW O O Z b Y 1� > a'r �r -►� Q ^ o ! 11 . o 06 +1 �, �'� N to cn 18' r �i , N r co QZE + + ROS v' ^ '� tci `` �' a "' -' / `�' I U -' -�� ► o a t- o Q to rn E ARBOR m ^z tci�; oip U �;a ci �� I Z o `` `>,� cjc� -'-! Q -1 - N viN z LANE t-� �� ^ N._U Mui w Uri J i 27' vN U� tZ N mO Q d SEE SHEET cr> W m + + `n cd N o '- of mo' a . ! 27'I m � co ^ o;_1 � N <n' , m0 o LANDSCAPE j + + r 17 r ! O o + + ,n co c`to z ui cp '� o AURO 1 W a rn Ki rn U rn o a ^ �,i o -� ¢ m .- o o ++ o a• r� o RA _ ++ o o _ m Q LOTH ci ► d d w N N U W Ci Q Q ^ CU o W Co O + oNi Obi of N `"� SEE WAY r- m N N + + ^ N !� of _i U am eF Cj ++ o o rn SHEET 10 Q ' Z i F ++ 0� rn s i a� w c(i) c~i> �4i(ntom �QGi QQ 1 ^ ++ U W� W ^^ MM ++ Ci Nto Nc� ,�^v fi Wci ra0 37 W NN r_� O W r -r_ C� Q � o� + + 31 coNa �,� Q a ^^ mcnni Nm �� c QQ M a s (n m cj Q Q �i to ai F- a rQ� W ,��•- 32 v' a' c i m a' u' a+^ Q P� Z o- N H A r 0 18' ' N C�1S EDS E K112 , N N r L U M , 115 DELTA o N P.R.C. LL co N X18 r� J� 27, 18' ' N C�1S EDS E K112 5 NORTH FLOWLINE PROFILE �o N N r DESC. U C.L. STATION �N 5 NORTH FLOWLINE PROFILE CURB & GUTTER STATIONING TABLE TABLE NO. DESC. RADIUS C.L. STATION F.L. STATION DELTA 0 P.R.C. STA. 12+59.68, C.L. 15.00LT. STA. 12+63.72, F.L. ❑2 P.R.C. STA. 13+64.92, C.L. 15.00LT. E 13+70.58, F GM I P.R.C. STA. 15+00.51, C.L. 15.02LT. STA. 15+06.55, F.L. 0 4.20' P.R.C. STA. 13+10.82, C.L. 15.00RT. STA. 13+15.07, F.L. ® 10.00' P.C.C. STA. E STA. 13+77.83, F.L. 7.50' CENTERLINE STATIONING TABLE 9 25.00' NO. STATION 95°42'17" M 25.00' 38.58' �1 STA. 10+37.22, C.L. GRADE BREAK 15.00' 7.50' 2j STA. 13+70.70, C.L. B.C. N46'39'09"W RAD. 4.23' 45'54'09" A STA. 15+55.14, C.L. E.C. N55'02'22"W RAD. 4514'43" t4 1242.00' C 23.38' i3 15 M 103.46' 63.78' E N 25.00' 36.53' 22.40' M 17 10.00' m 4.20' 45'34'23" a 25.00' 41.93' 27.81' 11 19 25.00' 36.61' 22.47' 83'54'17" 20 1278.00' 2.07' 1.04' 00'05'34" 21 34.00' 17.32 8.85' 1 29'10'45" 22 81.00' 89.99' 50.28' - r- 23 1278.00' 66.81' 33.41' 02'59'42" 24 l01 50.25' 30.98' 84'40'49" "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW N M "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW II 'R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -im 6 M -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS tO 04 N OD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS w M N v a X CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER -REFER TO SEWER &STORM DRAIN PLANS A N SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Lo � SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. B > TRACT BOUNDARY ^ILO U J tY UNIT BOUNDARY �J ' W L.t_ ma? Lo co N j W w to N - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE n d^• t0 ui II I-: N J J 04 04^ IR FURNISH & INSTALL IRRIGATION CONDUIT Q W i 00 n cc rM > 04 O J a• N d -LC 0) rM N r N n H N N r N n ly lz �.I > 0 w > J j J W W O CURVE NUMBER FOR CURVE DESCRIPTION d' Of I m 0, M to N ❑j FLOWLINE STATION - SEE TABLE W 1 W W o to O M M 0 N ^ > > j o > Lo 0_ e M Lf J LL,0 0 w W cV C14 ^ > Q Oto r qO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 0 li �� �' F- w� CV N N N N ^ ^ j w i j to +� J W J W J W J 00 W 4 N • to In Y Ui •tri N N d' - to M �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT N Iii wo U [.L' co > w AS APPLICABLE, TO BE PAINTED o _ _^ 1ci W dod w AP W w W pn U W vi ^ N C14 ^ � Q_ I\ I\ M Q T W J _clq Y U li AS APPLICABLE, TO BE PAINTED �N cc c0 c� PPROX MATE j j CAL -TRANS TYPE VI ARROW w W N N 1. j N CMOS � 1� ^ t ^ > -I J W W ti L.� - -t n 0 �I Cj Q (O 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. t'oo co coO n- C�'J CO CU Fa• H n ' Z Q CDcy) O U J W J W J W W O-' U w PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS`� t C;"_.' -�._ ® ,.''�'` r m O t0 U O (O N O - I- i� r- M> O_ O) W '> j W w Z W W J W J -F U t+o Lo M to- � 8� CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. p (- taj - Q GUTTER LIP TO A DEPTH OF 12". ¢ vCJ.i - J N N W GC J o o " o � coo W J _ M W to o to Oo to �� Lu + +>+ M J Cj+ WJljl M ® j a w M w a �Cj Ur Q ' Q U 1a- -- to V r W W W U w W r n n n _L n nM N m ,- I 0: Q ti o I- - (n - - m (n -- > W m> o: W j W j (V N cD m U FY N h w+ 00 + N U N Z N W p r ¢ Q J Q (3 c Q j a Cj c3t U O+ N Iii to O_ _ - -•- V U w a J w J w m+ o + o o+ Z o OC m� to O' Cj ci Na��Na I+j(~n.- Mt+i -I-- j j i-�''I >: W W " - Z M I j (j S= 67% W -- �- W p uj t re) I > � W w w (3 QQ ul II--Ia_ N(n - - - - -- - + + W W J W W W S=O. 7% - Cj ( C j Q Q W + m 000 Or N v c U rQ- U U o_ I v m �� _ - -, - - of (~ir a I.t.i c~ir - Q J m - S 0.67% _ r SEE SH T 12 4 d O_ 5=0.9 % - U H m (n SEE FOR CO TINUAiI N '_ _--- C6 CSI i <n C6 N a- �j cn - _ - - S=0. - t W w Ld W W O O I f timet a -v tiro aim - - --_ -- STING i% Vfid• N U Cj ROPOSE NORTH FLO WLJNt mN 'Nw O]N_ ro �� -- - - GRtADEXI®C NTERLIN5=1.1 S=0.97% OR CON NUATIO m c� M W � m m m m - - - _ _ _ - _LL S=O., 9% 5=1.00% - - SED CE TERLINE EE SHEE 17 PROPOSED NORTH F WLIN - FO CONTI UATTON OB LI DRIVE FLO NE S= .51 %- S=0 50%4 S 0.50% S 0.60% S=1.3 S=-0. 4% - 732 730 728 726 724 722 Will 718 9 742 740 738 736 734 10 11 12 13 14 15 16 4 17 18 CENTERLINE PROFILED CURB & GUTTER STATIONING TABLE TABLE NO. DESC. RADIUS C.L. STATION F.L. STATION DELTA 0 P.R.C. STA. 12+59.68, C.L. 15.00LT. STA. 12+63.72, F.L. ❑2 P.R.C. STA. 13+64.92, C.L. 15.00LT. E 13+70.58, F ❑3 I P.R.C. STA. 15+00.51, C.L. 15.02LT. STA. 15+06.55, F.L. 0 4.20' P.R.C. STA. 13+10.82, C.L. 15.00RT. STA. 13+15.07, F.L. ® 10.00' P.C.C. STA. 13+72.74, C.L. 18.00RT. STA. 13+77.83, F.L. 7.50' CENTERLINE STATIONING TABLE 9 25.00' NO. STATION 95°42'17" M 25.00' 38.58' �1 STA. 10+37.22, C.L. GRADE BREAK 15.00' 7.50' 2j STA. 13+70.70, C.L. B.C. N46'39'09"W RAD. 4.23' 45'54'09" A STA. 15+55.14, C.L. E.C. N55'02'22"W RAD. 4514'43" t4 1242.00' C 23.38' i3 15 70.00' 103.46' 63.78' E t6 25.00' 36.53' 22.40' M 17 10.00' m 4.20' 45'34'23" a 25.00' 41.93' 27.81' 11 19 25.00' 36.61' 22.47' 83'54'17" 20 1278.00' 2.07' 1.04' 00'05'34" 21 34.00' 17.32 8.85' 1 29'10'45" 22 81.00' 89.99' 50.28' 63'39'27" 23 1278.00' 66.81' 33.41' 02'59'42" 24 l01 50.25' 30.98' 84'40'49" "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW N M "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW II 'R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -im 6 M -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS tO OD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS w M > v a X CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER -REFER TO SEWER &STORM DRAIN PLANS �0 N SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Lo � SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. > TRACT BOUNDARY U J tY UNIT BOUNDARY �J ' W L.t_ m N - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE n Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ui II I-: J J IR FURNISH & INSTALL IRRIGATION CONDUIT 00 n cc rM > J W ~ YC ly lz 1 0 to O CURVE NUMBER FOR CURVE DESCRIPTION d' d0' to to N ❑j FLOWLINE STATION - SEE TABLE W 1 W W W J 0 o Lo N 0 N 04 cV C14 ^ > w qO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 0 li �� �' F- w� o U� Li m u to +� ROXIMA EXISTING PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) '' M n �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT Iii wo > ,>I > w AS APPLICABLE, TO BE PAINTED o _ _^ EX W dod AP pn AS APPLICABLE, TO BE PAINTED W vi W > W J _clq Y U li AS APPLICABLE, TO BE PAINTED o �N cc c0 c� PPROX MATE CAL -TRANS TYPE VI ARROW N N W N I) W J AS APPLICABLE, TO BE PAINTED ^ > -I J W W ti L.� - -t n 0 (O 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. t'oo co coO n- C�'J CO CU Fa• H GRA /� SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . �.�.. W O-' JZ PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS`� t C;"_.' -�._ ® ,.''�'` W > 00 N U ti O (O V J W �j CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB I� cD (D W Q O N U U t+o Lo GC � 8� CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. p Q Q (- taj N N Q GUTTER LIP TO A DEPTH OF 12". ¢ vCJ.i - --j E' W GC J IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE > � coo W J �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. fq '3 D "i Ll Z r> ,* N Lu r. 00 ® 0m M O C� U uj to V W W W w W r n n n n n N •� n n 117 m (n -- j (V N cV N U FY Ua I� p r j p O+ N M_ M_ W V U N r r OC n to O' to r 000 `\'N ^ j j j j i-�''I >: W W " Z M j (j Q W -- �- p uj pe) re) > � W w w (3 QQ ul II--Ia_ N(n - - - -- - + + W W J W W W S=O. 7% - Cj ( C j Q Q W + m 000 Or N Q a m �� _ - -, - - - - - Q J m S 0.67% _ r SEE SH T 12 4 d O_ 4 d Q a- U H m (n (n a- stn '_ _--- _ ° S=0. 7% t W w Ld W W O O I f timet a -v tiro aim - - --_ -- Vfid• N U Cj D:� I mN 'Nw O]N_ ro �� -- - - OR CON NUATIO m c� M W � m m m m - - - _ _ _ - 5=1.00% - - SED CE TERLINE - S=1.001 pROp OB LI DRIVE FLO NE S= .51 %- S=0 50%4 S 0.50% S 0.60% S=1.3 S=-0. 4% - PROP SED SOUTH FLO fNE PROP SED SO FLO INE FOR CONT( UATTON 732 730 728 726 724 722 720 718 9 10 11 12 13 14 `1 WA 18 SOUTH FLOWLINE PROFILE CURB & GUTTER STATIONING TABLE TABLE NO. DESC. RADIUS C.L. STATION F.L. STATION DELTA 0 P.R.C. STA. 12+59.68, C.L. 15.00LT. STA. 12+63.72, F.L. ❑2 P.R.C. STA. 13+64.92, C.L. 15.00LT. STA. 13+70.58, F ❑3 4 P.R.C. STA. 15+00.51, C.L. 15.02LT. STA. 15+06.55, F.L. 0 4.20' P.R.C. STA. 13+10.82, C.L. 15.00RT. STA. 13+15.07, F.L. ® 10.00' P.C.C. STA. 13+72.74, C.L. 18.00RT. STA. 13+77.83, F.L. 7.50' CENTERLINE STATIONING TABLE 9 25.00' NO. STATION 95°42'17" M 25.00' 38.58' �1 STA. 10+37.22, C.L. GRADE BREAK 15.00' 7.50' 2j STA. 13+70.70, C.L. B.C. N46'39'09"W RAD. 4.23' 45'54'09" Q STA. 15+55.14, C.L. E.C. N55'02'22"W RAD. 4514'43" t4 1242.00' C 23.38' D 15 70.00' 103.46' 63.78' E t6 25.00' 36.53' 22.40' M 17 10.00' N 4.20' 45'34'23" 18 25.00' 41.93' 27.81' 96'05'43" 19 25.00' 36.61' 22.47' 83'54'17" 20 1278.00' 2.07' 1.04' 00'05'34" 21 34.00' 17.32 8.85' 1 29'10'45" 22 81.00' 89.99' 50.28' 63'39'27" 23 1278.00' 66.81' 33.41' 02'59'42" 24 34.00' 50.25' 30.98' 84'40'49" "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW M "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 'R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 6 M -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS tO OD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS w M > v a X CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER -REFER TO SEWER &STORM DRAIN PLANS �0 N SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. � SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. o TRACT BOUNDARY UNIT BOUNDARY m - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT 00 n cc > J TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE to O CURVE NUMBER FOR CURVE DESCRIPTION d' d0' to to N ❑j FLOWLINE STATION - SEE TABLE W 1 W W W 0 ® ITEM OF WORK - SEE SCHEDULE Lo N 0 ^ ^ > w qO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 0 o CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS o PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) '' M n �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT Iii wo > > w AS APPLICABLE, TO BE PAINTED o + EX STING CALTRANS TYPE I ARROW pn AS APPLICABLE, TO BE PAINTED ri vi > > AS APPLICABLE, TO BE PAINTED o PPROX MATE CAL -TRANS TYPE VI ARROW N N N N AS APPLICABLE, TO BE PAINTED ^ > CONSTRUCTION NOTES: J W W -t (O 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. n- _Lij U CO ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED GRA DUAL UNITS STANDARD PLAN RSP A88A CASE A. /� SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . �.�.. W DURING PHASE 3 CONSTRUCTION, nv�y. JZ PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS`� t C;"_.' -�._ ® ,.''�'` W > 00 N 00 a• M Q� pry <} s} O (O V J W �j CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB w (D W Lt HEIGHT AND 7�V2" CURB FACE. (SEE DETAIL "2" ON SHEET 2)C ` U GC � 8� CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. p (- COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYONDa Q GUTTER LIP TO A DEPTH OF 12". Y - 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1-3�= r- s - - MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE... W GC J IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE > EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. W J �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. fq '3 D "i Ll N Lu r. 00 ® M O C� U uj to V W W W w W r n n n n n N •� n n 117 m (n -- j (V N cV N U FY Ua I� p r j p O+ N M_ M_ W V U N r r OC n to O' to r 000 ^ j j j j i-�''I >: W W Z M j (j Q W -- �- > � W w w U M ul c�0 ULa + + W W J W W W Cj ( C j Q Q J Or N Q J m m 4 d O_ 4 d Q a- U H m (n (n a- '_ -- S=0. 7% t W w Ld W W O O I f timet a -v tiro aim - - --_ -- Vfid• N U Cj D:� I mN 'Nw O]N_ ro �� -- - - OR CON NUATIO m c� M W � m m m m - - - _ _ _ - S=1.001 ROPO ED S U-H FLO NE S=0 50%4 S 0.50% S 0.60% S=-0. 4% EE SHEET 17 PROP SED SO FLO INE FOR CONT( UATTON 10 11 12 13 14 15 16 17 18 740 738 736 734 732 730 728 726 724 722 720 718 flYa 740 738 736 734 732 730 728 726 724 722 720 718 742 fl�f:1 736 734 732 730 728 726 722 720 718 BOBOLI DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS CURB & GUTTER STATIONING TABLE TABLE NO. DESC. RADIUS C.L. STATION F.L. STATION DELTA 0 P.R.C. STA. 12+59.68, C.L. 15.00LT. STA. 12+63.72, F.L. ❑2 P.R.C. STA. 13+64.92, C.L. 15.00LT. STA. 13+70.58, F.L. ❑3 4 P.R.C. STA. 15+00.51, C.L. 15.02LT. STA. 15+06.55, F.L. 0 4.20' P.R.C. STA. 13+10.82, C.L. 15.00RT. STA. 13+15.07, F.L. ® 10.00' P.C.C. STA. 13+72.74, C.L. 18.00RT. STA. 13+77.83, F.L. 7.50' CENTERLINE STATIONING TABLE 9 25.00' NO. STATION 95°42'17" DESCRIPTION 25.00' 38.58' �1 STA. 10+37.22, C.L. GRADE BREAK 15.00' 7.50' 2j STA. 13+70.70, C.L. B.C. N46'39'09"W RAD. 4.23' 45'54'09" Q STA. 15+55.14, C.L. E.C. N55'02'22"W RAD. 4514'43" t4 LEGEND: ABBREVIATIONS CURVE TABLE FL FLOWLINE POVC POINT ON VERTICAL CURVE CURVE RADIUS LENGTH TANGENT DELTA t 1260.00' 63.37' 31.69' 02'52'53" 2 1260.00' 121.07' 60.58' 05'30'20" 3 52.00' 76.85' 47.38' 84'40'49" 4 25.00' 42.01' 27.90' 96'17'04" 5 10.00' 7.95' 4.20' 45'34'23" 6 10.00' 7.95' 4.20' 45'34'12" 7 10.00' 7.96' 4.21' 45'37'59" 8 1248.00' 15.00' 7.50' 00'41'19" 9 25.00' 41.76' 27.62' 95°42'17" 10 25.00' 38.58' 24.32' 88'25'38" 11 1248.00' 15.00' 7.50' 00'41'19" t2 10.00' 8.01' 4.23' 45'54'09" 13 10.00' 7.90' 4.17' 4514'43" t4 1242.00' 46.76' 23.38' 02'09'26" 15 70.00' 103.46' 63.78' 84'40'49" t6 25.00' 36.53' 22.40' 83'42'56" 17 10.00' 7.95' 4.20' 45'34'23" 18 25.00' 41.93' 27.81' 96'05'43" 19 25.00' 36.61' 22.47' 83'54'17" 20 1278.00' 2.07' 1.04' 00'05'34" 21 34.00' 17.32 8.85' 1 29'10'45" 22 81.00' 89.99' 50.28' 63'39'27" 23 1278.00' 66.81' 33.41' 02'59'42" 24 34.00' 50.25' 30.98' 84'40'49" LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE J CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVA11ON EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE 0) PA LINE BW BACK OF WALKto ,� o TRC TRAFFIC CALMER po 0) r,: (-PIPE SIZE PIPE SIZEoo Q o0 " 18" OU SEWER STORM DRAIN Qi FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O Z U- I Z o a (o EXISTING SURVEY MONUMENT Q d W Ld 00U -}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. O o vi -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. N Of m (REFERENCE DETAIL SHEET 14) Y in y FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: m oe x "R1-1" - STOP "W31(CA)- - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wl-7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW M "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 'R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 6 M -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS tO OD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS w M > v a X CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER -REFER TO SEWER &STORM DRAIN PLANS �0 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. � SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. o TRACT BOUNDARY UNIT BOUNDARY m - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TR3 TR5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ❑j FLOWLINE STATION - SEE TABLE z 0 ® ITEM OF WORK - SEE SCHEDULE Lo 1Q CENTERLINE STATIONING - SEE TABLE > qO CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROWui AS APPLICABLE, TO BE PAINTED o CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. co Q 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. n- �3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. Q ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED V DUAL UNITS STANDARD PLAN RSP A88A CASE A. /� SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . �.�.. W DURING PHASE 3 CONSTRUCTION, nv�y. JZ PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS`� t C;"_.' -�._ ® ,.''�'` > O STANDARD SPECIFICATION 8010-21C-19. V - �j CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB (D W Lt HEIGHT AND 7�V2" CURB FACE. (SEE DETAIL "2" ON SHEET 2)C ` W W GC � 8� CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. p (- COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYONDa co GUTTER LIP TO A DEPTH OF 12". Y - 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1-3�= r- s - Z Q3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE... W GC J IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 0 �0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. fq '3 D "i Ll Lu r. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. 4 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. S 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER _2 N07 02 n 4 Ex�f ; CIVI1.�� L�C3�'CAL1�� SHEET WHERE SECTION IS SHOWN i [ kvl A FP, 1`�J 1 �, 2 1 2 00 N 221.22' ��96 F II _ N39'0559W 1100�_- . - s I2 6"S 1 2 12+00 q N O N \ x43 7 (I u; N ��St N (n II � I it co 38 11 �I 3 9 G \ 3 x LPA -BW k J I 6' \ ,J F- U O Ya I 2 12. H � ``1'� '` 1 I� IN o�� I27' I I 1127 o 0 0 L6 L6 Q I N I °u',°- oo a M � T _ � I 0 MONARCH DRIVE °° < +l 00 a � + + > N N 0 C Lri SEE SHEET 8 v FJi v I± 40 1� 41 w w o I o r> E.C.R.-BEGIN TRC o Q �' CD a a F- 1 U' m 04 OR cn OR w o0 o STA. 10+36.88, C.L. 12.00RT.= 0606 o ao - r6 &6°co N 1� �' co w N I V) o+ co STA. 10+36.88, F.L. co r o N N ++ ++ ++ ( w NN z dd o0 00 00 0 c� cn cn C3 Q¢ Q ¢dCjdQ F-F- Q]NN a: v)Si NN PA r' o; V) V) 39 r THICKET WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 736 734 732 730 728 726 724 722 720 718 716 � r3 Q CURVE TABLE SEE SHEET 3 CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' 39.93' 25.67' 91'31'22" 2 10.00 o � 45'34'23" 3 34.00' 52.23' 32.85' 1 88'01'29" 452.00' C 79.89' En ro 88'01129" 5 70.00' 107.54' 67.63' 88'01'29" cq Co O F- a w H A N ,� M O �o J I- Z L J of SHEET 2 FOR ROUNDABOUT of r Q to z Q M mr a o > w xEn F- N Y �a 43 rh 25 0 o Y U SPANISH z Q _� U" 2 MONARCH DRIVE > to M �� „ � „ MOSS DRIVE o �=� J W SEE SHEET 8 0 0 0 0 0 0 W o 'n Y z 0 O o SEE SHEET 13 v> -= �" > ' J co `1 1118' 18' 11 [,� 0 c i c�i .rj 0 �z- PIS U¢ J o �� i 18' 18' i w o °° o M +_ w N JJ JJ JJ JJ JJJ U li JJ' Y JJ J� I 127' I 2711 I1 UJ W zQ QQ co oiOr n r I U Ci (Y () Fi Ci Fi U C; Fi ( Y � Ci cj `Q CK U Fi d _^ O 'ri - _ (n (n 2 4 LLI W M M M'M r- ao ao to -M o co J l O F N �ci N d 0° N� N °° = I N IC4, 11 CLQ- E.C. C. GRADE BREAK a O co I I1 I' ro ro uj M M w ++ CV CV ++ of o to co ++ Z r oo co co ++ '1 v W c i W^ N if'? ++ ¢ ci CN N N ++ O n ++ 111 I I( N STA. 13+01.11, C.L.18.0 W w 44 m0 00 0 o 1 O o 0 0 ''' 1 o o o c� x W N F` A N N r� N -- III 9 IN I �� STA. 13+30.38, F.L. 0 N N 11d i�l` I �� �'-ce �� �� -ce" �� Q c APPROXIMATE Q ��CD-- " �' �'¢- I( 1 o PHASE BOUNDARY Y Q M M M I,.. I 1" N I I N 11 �' H 41 cn cn m (n (n to (n W (n N I 1 C.0 F¢- N N m to cn LaJ (n fn r? STA. 12+97.01, C.L. 18.0 STA. 13+24.86, d (n d cn N_N (n 0 < MNM z < w___ m c4 Z APPROX M o+ c6 II �� N rl P/L-BW "' W \ N d �� STA. 13+22.37, F.L. N II i m adad LJ En - - PP A OXIMATE EXISTIN - - d d -- CD N (nN~ I■, I - (� (n (n 3 �4 5 gDR��EWq Y / 3 1 �, 2 1 2 00 N 221.22' ��96 F II _ N39'0559W 1100�_- . - s I2 6"S 1 2 12+00 q N O N \ x43 7 (I u; N ��St N (n II � I it co 38 11 �I 3 9 G \ 3 x LPA -BW k J I 6' \ ,J F- U O Ya I 2 12. H � ``1'� '` 1 I� IN o�� I27' I I 1127 o 0 0 L6 L6 Q I N I °u',°- oo a M � T _ � I 0 MONARCH DRIVE °° < +l 00 a � + + > N N 0 C Lri SEE SHEET 8 v FJi v I± 40 1� 41 w w o I o r> E.C.R.-BEGIN TRC o Q �' CD a a F- 1 U' m 04 OR cn OR w o0 o STA. 10+36.88, C.L. 12.00RT.= 0606 o ao - r6 &6°co N 1� �' co w N I V) o+ co STA. 10+36.88, F.L. co r o N N ++ ++ ++ ( w NN z dd o0 00 00 0 c� cn cn C3 Q¢ Q ¢dCjdQ F-F- Q]NN a: v)Si NN PA r' o; V) V) 39 r THICKET WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 736 734 732 730 728 726 724 722 720 718 716 WEST FLOWLINE PROFILE � r3 Q CURVE TABLE SEE SHEET 3 CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' 39.93' 25.67' 91'31'22" 2 10.00 7.95' 4.20' 45'34'23" 3 34.00' 52.23' 32.85' 1 88'01'29" 452.00' C 79.89' 50.24' 88'01129" 5 70.00' 107.54' 67.63' 88'01'29" WEST FLOWLINE PROFILE � r3 Q CURVE Lu> SEE SHEET 3 CURVE RADIUS N O �Z TANGENT Z3 aQ 6 N 39.36' WU' A A 10.00' CU CU 4.20' 45'34'23" 8 B B F OR 89'46'31" 9 C N ON 1 25.59' W O FP) 10 25.00' o~ O 40 cq Co O F- a w U N ,� M O �o I- Z of Qi of SHEET 2 FOR ROUNDABOUT of � Q to z Q M mr co > w O Y �a rh I'Li- o m Y U vF W 2 w > to M U a > to co w^ NJ 0O 'c" w J W J W Lu > W J > J w > J1.1 W Y� o w -w J > ' J co n Q = WJQ' r~ t �z- PIS ,I J U � JJ -1 w N _ V)n_ O 'JJ 00 JJJ U li U� > x> >5c6 ci >w co oiOr n r � co o to °o � w Y rn M0 M d O O 'ri LLI __j > x w 0 Lul OI. rn cq In o a O O w MnO�D M N Zw O a W Q W w U m0 O V>00> O OW W O c� wz¢ �� wZ wI�") ai d 0 N N 11d � � cj V d Q c APPROXIMATE Q EXISIIN Q w •- rU Q� 0 0('F m 000 - m 000 W <� d d W d (n d cn N_N (n 0 < MNM z < w___ m c4 Z APPROX w d I (~n c6 uO .- N - W (n N d N W N m adad LJ En - PP A OXIMATE EXISTIN - - d d -- S= -O. 58% (nN~ I cn (� (n (n (n m fn N S= SEE SHEET 8 S=0.7 % PROPOSED - ° S=0_2 % S=- .76% INE -0-49%I =-0.76 S= -PR OR CO TINUATI =-0.82 .83% .- ST FLO INE _,S:= FOR ONTINU TION - FOR C MENU A 3 PROPOSED 738 736 734 732 730 728 726 724 722 720 718 716 10 11 12 734 732 730 728 726 724 722 720 718 716 14 CENTERLINE PROFILE � r3 Q CURVE Lu> SEE SHEET 3 CURVE RADIUS N O �Z TANGENT Z3 aQ 6 N 39.36' WU' A A 10.00' CU CU 4.20' 45'34'23" 8 B g F OR 89'46'31" 9 C N ON 1 25.59' W O FP) 10 25.00' o~ O � UMrL Co Lu F- a w U N ,� M O �o I- Z = 0) .-�fl- SHEET 2 FOR ROUNDABOUT CONSTRUCTION DETAILS � Q to z Q mr 04 > w O Y �a rh o m Y U vF W 2 w > to M U a > r r O 0 U a Lu > W > J > J w > J1.1 W w -w \� Y D > ' J co Jd' = WJQ' Of r �z- 00 oo J �ao JJ -1 WN m _ V)n_ O 'JJ 00 JJJ U li U� > x> >5c6 ci Q oo .- co oiOr f- F- co � w Y rn ^O) d O 1- LLI __j W m 0 O OI. O ¢ a O O Y MnO�D M Zw O a _ 00RORR N m zzOM U O V>00> O^ � W r r c� wz¢ �� wI�") ai Q ' 04 04 N ori O � N V Q c I< Q Q w •- rU Q� 0 0('F m 000 O m 000 W <� .- W (n (n d cn N_N (n 0 < MNM z < w___ m c4 Z APPROX w d I (~n U' N - U'� - CD - d adad - PP A OXIMATE EXISTIN - - d d -- S= -O. 58% (nN~ I cn (� (n (n (n m fn N uj N v)N FFOTCOt' TINUATI 5--0 N S=0_2 % POSED ST FLO INE -0-49%I S= -PR .37% =-0.82 .83% .- _,S:= S=o_o % _ - FOR C MENU A 3 PROPOSED CENTE LINE OSED C NTERLINEA 4�_S- ON THICKET WAY SEES ET 1 lun t,'JN NUA710 734 732 730 728 726 724 722 720 718 716 10 11 12 13 738 736 734 732 730 728 726 724 722 720 718 716 14 EAST FLOWLINE PROFILE � r3 Q CURVE Lu> SEE SHEET 3 CURVE RADIUS N O �Z TANGENT Z3 aQ 6 N 39.36' WU' 90'12'36" A 10.00' CU CU 4.20' 45'34'23" 8 o g F OR 89'46'31" 9 C N ON 1 25.59' W O FP) 10 25.00' o~ O � UMrL Co Lu F- a w U N ,� to �o I- Z = 0) .-�fl- SHEET 2 FOR ROUNDABOUT CONSTRUCTION DETAILS � z Q mr > w O Y �a rh Y U vF W 2 WLo to M U a > r r O 0 U a Lu > W > J > J w > J1.1 \� Y D > ' J > J Of r �z- 00 oo �ao WN m _ 00 M U li U� > x> >5c6 Q oo .- co oiOr f- F- co � w Y rn ^O) d O 1- LLI __j W m 0 O OI. O a W M Zw O a a N 1� J W U O V>00> O^ APP OXIMATE EXISTIN wz¢ �� wI�") ai N + N � N Qc0w Q c I< Q Q w •- rU Q� 0 0('F m 000 M C4 W <� .- W (n (n d cn W (n z < w___ m c4 APPROX ATE EX d I (~n U' N - U'� - - - -- -- -- - - - - - -- S= -O. 58% (nN~ I FFOTCOt' TINUATI 5--0 N 1q POSED ST FLO INE S= -PR .37% =-0.82 .83% .- S=o_o % _ - FOR C MENU A 3 PRO OSED C NTERLINEA ON 11 12 13 734 732 730 728 726 724 722 720 718 716 14 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY LINE BW BACK OF WALK TRC TRAFFIC CALMER PIPE SIZE PIPE SIZE 1 SEWER STORM DRAIN 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. © EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END "R5-1" - Do NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �p 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 SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY m .. m m UNIT BOUNDARY - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT _IR FURNISH & INSTALL IRRIGATION CONDUIT lc FURNISH & INSTALL INTERCONNECT CONDUIT TR3 M5 rg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ❑j FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE Q CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 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 n CALTRANS TYPE I ARROW II AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' CL. H AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: SECTION LETTER L_____ A 2 SHM WHFRF SF(,TIt N IS SI•i(riNJ Al _aZO-IG 3 ofi l 730 728 726 724 722 720 718 716 714 712 710 GARDEN � r3 Q CURVE Lu> SEE SHEET 3 CURVE RADIUS N O �Z TANGENT Z3 aQ 6 N 39.36' WU' 90'12'36" J J 10.00' CU CU 4.20' 45'34'23" 8 o 39.17' F OR 89'46'31" 9 25.00' N ON 1 25.59' W O FP) 10 25.00' o~ z as 88'33'41" UMrL Co Lu F- a w U N 0 �o I- Z = SEE DETAIL W ON - SHEET 2 FOR ROUNDABOUT CONSTRUCTION DETAILS Al _aZO-IG 3 ofi l 730 728 726 724 722 720 718 716 714 712 710 GARDEN g CURVE TABLE SEE SHEET 3 CURVE RADIUS LENGTH TANGENT DELTA 6 25.00' 39.36' 25.09' 90'12'36" 7 10.00' 7.95' 4.20' 45'34'23" 8 25.00' 39.17' 1 24.90' 89'46'31" 9 25.00' 39.86' 1 25.59' 91'20'38" 10 25.00' 38.64' 24.38' 88'33'41" Al _aZO-IG 3 ofi l 730 728 726 724 722 720 718 716 714 712 710 GARDEN g VIEW LANE 5 SEE SHEET 3 J 1 118' 18 I U J-' Chi l 1127° 1 27 1 a m OR IIIIW la000 °M I a aIo lk �m ply d f Jii 1� � ' Li cncn 'a -1 �J W.0cm, bf ti w I I.1 SII F � ilk II II I� ziiz 1 11 1 II F: I M GARDEN Zclicli VIEW LANE MM SEE SHEET 3 m o 41 c! C CATCH BASIN NO. 11 STA. 10+39.37, C.L. 12.00RT.= STA. 10+39.37, F.L. NORMAL F.L. ELEV.=712.88 DEPRESSED F.L. ELEV.=712.71 0 0 0 ui Co N MONARCH DRIVE M r rF Lo °O c6 SEE SHEET 7 zo QM _j -i JJ JJ _j_jJJ JJ J JJ 118' 18' 1 N =Z �� �� "``5� 6Uu� �� (3 LL: C63 LL: a?Of Md� �� ON �n �0) YC7iCAN 27'11271W� 00� o�� IY�ro cqN C7?N¢OOF_00� 36 CD M C6r r�i �� `n wcoocoo) vv ++ ++o++ I`` E5++ ++ +o+m+W++ I I z - _ 00 00 W 00 W � �� �.N- _N �C-4 _ II I� I O O N cj I� Fn�TU da ddUJ aa�da I \�/// v <rr IQ-F¢-� FQ-HUIQ 1¢- N U -i Lo C14 UF¢ --F_ : ~F-USF-R'F-OF-1--- I' I cn NN N N D- !n fn W N N I. + m N En O_ to N 4J N fn c 7 N m (n (n I� 1 2 N P/i -Bw 3 - � �� �� $ 8 o �7 3 �I E1 LANDSCAPE X6'47 1W t+00 8"S S 254.01 2, +00 LOT E �--- &r N 7 10 11 3 -_ \k-BW(v QDC4 1 2 SEE DETAIL "5* ON i'dIf to SHEET 2 FOR ROUNDABOUT �, ;' \ 4 CONSTRUCTION DETAILS I� M�I���IN�� :In ► 37 v ori 00I v~i °° 11')III U) I JJ -jJ JIJ JJ J -j IV co I IL: C3 LZ �� 51 1 50 �� �� �� ��:III "N `�" ON o� �� MONARCH DRIVE aco �� U rn� ,nr too aoo corn N cV ofd co ao z ODC) �rj ao Norno o N SEE SHEET 7 nen .n co co co aorn rnrn M ++ c� ++ z ++ +O 00 (Z 00 W CqC W C14 C14 Qd dd Cj dd Cj dd dd Cj dd Cj dd F-- F- F- F- F- H F- . t-• F-- t -F- E- n(n a cntn Fil En U) cdiv) (ntil NN 061v) - V) cn ESTUARY WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 708 732 730 728 726 724 722 720 718 716 714 712 710 708 730 728 726 10 11 12 13 730 28 726 724 722 720 718 716 714 712 710 708 732 730 728 726 724 722 720 718 716 714 712 710 708 CENTERLINE PROFILE H A 5 r J a m � <A> 0 u n u Pa a u n u n ''•F E J z �- j O O O O O O y- �O 0 0 0 ui Co N MONARCH DRIVE M r rF Lo °O c6 SEE SHEET 7 zo QM _j -i JJ JJ _j_jJJ JJ J JJ 118' 18' 1 N =Z �� �� "``5� 6Uu� �� (3 LL: C63 LL: a?Of Md� �� ON �n �0) YC7iCAN 27'11271W� 00� o�� IY�ro cqN C7?N¢OOF_00� 36 CD M C6r r�i �� `n wcoocoo) vv ++ ++o++ I`` E5++ ++ +o+m+W++ I I z - _ 00 00 W 00 W � �� �.N- _N �C-4 _ II I� I O O N cj I� Fn�TU da ddUJ aa�da I \�/// v <rr IQ-F¢-� FQ-HUIQ 1¢- N U -i Lo C14 UF¢ --F_ : ~F-USF-R'F-OF-1--- I' I cn NN N N D- !n fn W N N I. + m N En O_ to N 4J N fn c 7 N m (n (n I� 1 2 N P/i -Bw 3 - � �� �� $ 8 o �7 3 �I E1 LANDSCAPE X6'47 1W t+00 8"S S 254.01 2, +00 LOT E �--- &r N 7 10 11 3 -_ \k-BW(v QDC4 1 2 SEE DETAIL "5* ON i'dIf to SHEET 2 FOR ROUNDABOUT �, ;' \ 4 CONSTRUCTION DETAILS I� M�I���IN�� :In ► 37 v ori 00I v~i °° 11')III U) I JJ -jJ JIJ JJ J -j IV co I IL: C3 LZ �� 51 1 50 �� �� �� ��:III "N `�" ON o� �� MONARCH DRIVE aco �� U rn� ,nr too aoo corn N cV ofd co ao z ODC) �rj ao Norno o N SEE SHEET 7 nen .n co co co aorn rnrn M ++ c� ++ z ++ +O 00 (Z 00 W CqC W C14 C14 Qd dd Cj dd Cj dd dd Cj dd Cj dd F-- F- F- F- F- H F- . t-• F-- t -F- E- n(n a cntn Fil En U) cdiv) (ntil NN 061v) - V) cn ESTUARY WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 708 732 730 728 726 724 722 720 718 716 714 712 710 708 730 728 726 10 11 12 13 730 28 726 724 722 720 718 716 714 712 710 708 732 730 728 726 724 722 720 718 716 714 712 710 708 CENTERLINE PROFILE J J a m � <A> O Pa B n E J z �- = U Q UMrL Co Lu F- W w to �� W �o I- Z = z W � � z Q mr > w O Y �a rh Y U vF W 2 WLo to M U a > r 1-- 0 U a w W jzj -1 m U li U� Q WJE Y rn ^O) O 1- UN __j a W 0 [:j (D N 1� J W O V>00> O^ Y CO CC) ccq o M N + N Qc0w w w •- rU Q� 0 0('F m 000 W <� w F¢-- H Fa -O z < w___ APPROX ATE EX STING U' N - U'� d? C-aoco(nd - 0 (nN~ I $=0.547- 0_54%S= S=(.83%_ .83% .- S=o_o % _ - PRO OSED C NTERLINEA 722 720 ✓J I&-51102 �.` 718 ExWo,f d- CIVIL ",\- 716 SOF MY 1 714 eL" ), 712 ~� C"" 0 9� D, D R A, VAvvl I MUG` 710 R 708 10 11 12 13 711-k no= J J a m � O Pa E J z �- = U Q Co Lu F- W w to �� W �o I- Z = z W � � z Q mr > w O Y �a Y U vF W 2 s M to M U a > �I 1-- 0 U a W m 0 U a 0 w w W <� Q 0 0 10 11 71 30 28 726 724 722 720 718 716 714 712 710 708 O O M 0) Q O O It Z u- I Q J J Q Ld w v 00 o O Ll 04 ow w 0 0 O Q a 0 Y J J a m � O Pa Lo Z J z �- = U Q Co Lu F- W w to �� W �o I- Z = z W � � z Q mr > w O Y �a Y U vF W 2 s M to M U a > v 1-- 0 U a W m 0 U a 0 w w W <� Q 0 0 N W Lo I T 0) m T 0 z J a O Pa Cc J z �- = U Q Co Lu F- W w to �� W I- Z = z W � � > Q mr > w f- �a Y U iMM 2 s M to M U a 1-- 0 U a N W Lo I T 0) m T 0 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE ci BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE II �- a EC END CURVE TC TOP OF CURB W > < 0- PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT o W II N r FC FINISH CONCRETE U u M ,� OF VERTICAL CURVE J J o o H %� 3` r. r. P/L PROPERTY UNE BW BACK OF WALK z o 0o O �, o ri V II II �'r-�' r TRC TRAFFIC CALMER PIPE SIZE QN o0 06 z ov II 11 PIPE SIZE o�-: II 11 If 11 11 11 II J Y J J W Y- � o 0 0 o PER NIAL o o o o ~ ~ " 1 s"� J Q.JJ J J J UJ SOLSTICE WAY c0 v w c tz v to Q o in o 3 SEWER STORM DRAIN SEE SHEET 18 00 0- m o0 W Y N co LO ci o ^i SEE E o Cl 0 0 �� o CHAMOMILE WAY Di FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. N m m N M wo 0 o m J J _. I SHEET 9 (n eq C4 a0 ao m SEE SHEET 10 '� 18' 1$' ^ o o Q o0 00 M � � ' J J J J -� -� J J 18' o -j J --,� � �- � � � 1 I 118 I :" t�o EXISTING SURVEY MONUMENT I27' 27j N Ntn� uCj u: Ute ULa. ZUI+- 18,/ JJJ -�J _IJ J JJ 1$' O Q +o ++ oo Q 0 00 27' tjli tilt Cali v,� } cites v Q v� v� 127' 27'I z 18 0)7 CD mm �- �~ OO L- U 0o ON i�oi W -ZC 27' p W d I� co t� t- to m OO tD U 00 1 z I w o ado �o �o Q MM �� z O7 rm �M I I 1NTERSEC -�- FURNISH &INSTAL STREET NAME SIGN PER C.O.B. STD. T-1. QDI�I v��v��Ula-tQ- UNoo -' c��� m0ooci0�oa°Do �NOMo I 3 Z "' wt� cOo 110 ++ r -i1 62 W ++ ' I DOOi Md' OtV I'p OOCV lit 00 I I sT N 00 m v> cn m <n cn a N cn a0 o o (� + + + _+ tp + + ci r\ v r- � rn rn Co 0 0 - p co co o co o r to N A. 15 51 /E C S60 7Z I N 11 1 -- V�J m ai 1 �sr 11 m ++ ++ ++ ++ m ++ m + w �+� to I I STA• 10}7 '13 CC 0807'W FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �J Z_ U U U� / ;. NN NN MM MM MM �p p`� U� 5.3fi, KA1p:j Rqp. w -- Z j I I E.C. C C. D I M M U < < 0 ci d lQ- rQ- c5 iQ- -,e ( �' / ci �.- •- ci N N 23 I ( /GRAD CHAM R1 �_ Z Nom' + a �<n a cncn a cn� w cn<n \ id (f dd ci dd dd da Q dd Q d dd ci dd ST E BREA O'U1LE W -0- FURNISH & INSTAL_ STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. �E BREAK 1a OORj , 01 N ci t- �- L- v E-�- _ �-�- + = F i -F- F F- A. 15 K AY -1 2' Z I w V)cn a I,v, a cn a (ncn n. cncn _n 0- cn m V'N Ld NN STq• 15+5i•13, C( (REFERENCE DETAIL SHEET 14) C• GRP 12CL• 'I i2' ' d cn STq� 15+73 82.22 F.L• 18 OORT.= R112 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: B• 9 24. FL• 1 2 PA -BW , g PA -BW ao i ST P• 9� 06, �- 3 8 - � 16 'Rt 1" STOP "W31(CA)" END / S� P• 9k12• __. 11 24 "R6-1" - ONE WAY "W14-1" - DEAD END 7 10 5 x 00 "R5-1" - DO NOT ENTER "W14-2' - NO OUTLET _ _ _g -S-- ' 2 �-° a' 3 4 i" 12+00 6 2 5 13+00 4 3 9 9 , 14+00 6 S _ �5'` "R26(CA)" - NO PARKING "Wl-7" - DOUBLE ARROW 17 10+00 13 11+00 T 15 s sTq ''�LF "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW Py k•�' �,• 18 00 � � 1 19 19 3 6"S 14 5 23 �y �s �qr 19 "R4 -T -KEEP RIGHT 'wt -1" -CURVE ARROW 74 kLS �, R - BIKE LANE W3-3 - SIGNAL AHEAD A 81(CA " ``sx STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �5 P �x PSL -BW � � � � � � � � � � � `f j9 O��G 6')9 �'� - - D � l -I 1 21 20 2 J PA -BW o Fiy \' ,c, Co la tl ' ` li li o 6;1 Q 11 >- I c, `Sx 9� QD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS Al �I o Y.N N N I cfl I 20 I I 0 oa 3 1 �� �. 0c-, 0 } N) } ^ Q N rt > � of o 0o it I ' II J I( o i o ¢I r to °O d co a '� Q (0 co r o ff) li r o o a N ¢ + �� \ CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. cy �Q rnl Y + +I w + N � + a m m ~ o ¢ N o +I w d+ M D� II �d Q -jJ o o > o NI w + � + + p ri + 3 + ap > Q [r Uta. > O N O o r2 W r7 d' - O O Q - S F 1 m o d o d ± � J J N I o > o Q i o � m< ClI �- SEWER -REFER TO SEWER &STORM DRAIN PLANS d l a d Q a m c i �- M Q cn NI o o �- �, N I L- l o t U ti (¢ o + I Q o d -' v~i N c� cn z Q x Or l Lu o o c� cn cn I d c� (0 U) F -U � o ,,, >- v u Q o o I I �' N� JJ I cn N J J J> I cn 1 - Y Y U Y¢ J J 20 SQ SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. � ++ c p F- NO U� Ali Uli � �� Q JJ W C.UIi 75 Ic' 76 I �� , 7H oo �� I v'o' 06- �! Mom 22 I 21 mz�v m rr SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. cU w++ In rn m F r` o p to co O_ o w r a NN m f� NN �jcNo Z �00 m to to o~ ro o �aoo I(� Qw-oo f,' I I ]� ��, TRACT BOUNDARY J U I-FQ- NC! NN w NN Q1 � �� mo ..�.-h C.� ,+fid+• J �) j 1 r' mcn�' c5 ci^� c5(� =FQia Z°'do �m m m m w w m m�m UNIT BOUNDARY da dd a (n U) c.0 F -F ►-F �►Q- Z dd ci a cn cn a cn cn a N cn c? a cn N 79 QO a cncn - - - - - - - - - - - - PROPOSED SAWCUT UMIT UNE 7 U TS FURNISH & INSTAL_ TRAFFIC SIGNAL CONDUIT IRFURNISH & INSTALL IRRIGATION CONDUIT KATYDID DRIVE -1c FURNISH & INSTALL INTERCONNECT CONDUIT (PRIVATE STREET) TZ3 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT SCALE: 1" = 50' HORIZONTAL TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1" = 5' VERTICAL 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 NORTH FLOWLINE PROFILE CURB & GUTTER STATIONING TABLE CURVE ' C.L. STATION CURVE RADIUS LENGTH TANGENT E 1 34.00' 49.61' 30.40' 83'36'16" 2 4682.00' 172.78' 86.40' 02'06'52" 3 10.00' 7.94' 4.19' 45'29'09" A > 7.97' 4.21' <1C 5 4688.00' 15.00' 7.50' 00'11'00" 6 5(.00' 35.39' D 81'06'54" E 25.00' 43.55' 29.69' 99'48'23" 8 G VERTICAL Du�,- CURVE 02'02'53" 9 J 52.37' 26.18' 00'38'27" 10 4682.00' 114.98' 57.49' 01'24'26" 11 34.00' 49.28' 30.10' VERTICA L CURVE 52.00' 75.88' 46.50' C D E 234.49' 117.27' F 14 4700.00' 360.34' 180.26' 04'23'34" 15 4700.00 115.43' 12' WIDE CROSS GUTTER 52.00' 1 75.36' 46.04' 83'02'21" 17 70.00' 102.14' 62.59' 83.36'16" 18 4718.00' 209.07' 104.55' 02'32'20" - 10.00' 7.97' 4.21' 45'39'35" 1 10.00' 7.94' F LO 21 Cl 37.12' o co LO 4718.00' 86.90' 43.45' F 23 4718.00' 115.87' o 01'24'26" o \ 70.00' 101.45' to tq 83'02'21" to d m to to M O N N F- M cl, cqM O O Q cN.i O F- O 0000 O wo ad 0o 0 00 o W 00 o 00 00 o^ of o^ O 00 000) ^ W r \ n w w> O 1 Y J > u-> m > ^ tW�i. d0 > > ,O 0 1 o N j I d > ui W II II w' F-: ^o ^ Q W O J 1^ Q W W O J pJQ JOO4 ij J m OF - W J c WJ w W II U W w W Q WLL uiui >Iw MUteMp J \ JU IL6co uj 0 JJ JJJ p W N W cq W W Q W t j II 1wJ m N ® Cv>tJi tJi ® ULi NM n J O W W J lco W ILI W Jul W JI--� W Wt- -21 -j ^ W Q; ® OQ p - ol 1Jj Qw > JLLJ Q LLJ -".17 Ci d- (nyU Z^ 04 O 06 O pe)EI (O t r O 04 Q+ J + +U J > II M+ JJJ • W r J 17 LLJ + p. LA + + Lu tnN00U w N J Mm + W U W j WC'I Q U Lli to Lc ul :2 Fl- (jr- 00 o WW + + F-� WJE rml • -� d O M + M 03 O tnd �tnm �•-� NN �U U� m+ T JJJ U la: L� U U U U U d (f) •Ota7 L7 M m (n 'fid lu-) W (n N HEST 10 O ON O to co mlt+n V o Q ,on � 4 o + HH Q Q Q ci . IQ- cn a a cn a = Q 1 Q U +++ Z MM + + 1-f�00 + + + SEE T{NU ATI N / 1) j Q I.- Q ~ - o t- eat to cn lai NNN JOU cn a a cn cn o z OR CO T 10 • 0o Q vowS= U l= g-1.21 I? C9\v ° Ooo o+ a In a N cn a cn a ti <dd v N a cn ddd 0- '-L- 1 S=0.60 E SHE / ATION td" ul 00' + + mcn ta_ aC:)jcn _ 0 S= F- F- F- F- �' FRC / S=1 21 % Fp / L5 V) d +++ m� O (nN CONN to tow -- _ U S=O. 72% o_ � v~i _ S=0.60/ {N - , 6rl 1% S=O. 9%- / ' P XI EXIS NG cjtn ddQ _61 / OR CONTINUATIONRADE S=0 9% 0 CENTER INE - - - �._.- - _PROPOSE) ' CENTERLINE S ET / =0.70%- APPROXIM, - JE EXISTING/ - _ FOR / -SEI'SHEET _ 18 RADE 0 CENTER JNE 1PROXIMATE _ ' �aON:PNI-j E IS NG FOR RADE @ CENTER INE ' 0 10 11 12 13 14 15 16 CENTERLINE PROFILE CURB & GUTTER STATIONING TABLE CURVE TABLE C.L. STATION CURVE RADIUS LENGTH TANGENT DELTA 1 34.00' 49.61' 30.40' 83'36'16" 2 4682.00' 172.78' 86.40' 02'06'52" 3 10.00' 7.94' 4.19' 45'29'09" A > 7.97' 4.21' <1C 5 4688.00' 15.00' 7.50' 00'11'00" 6 25.00' 35.39' D 81'06'54" E 25.00' 43.55' 29.69' 99'48'23" 8 G VERTICAL Du�,- CURVE 02'02'53" 9 J 52.37' 26.18' 00'38'27" 10 4682.00' 114.98' 57.49' 01'24'26" 11 34.00' 49.28' 30.10' 83'02'21" 12 52.00' 75.88' 46.50' C D E 234.49' 117.27' F 14 4700.00' 360.34' 180.26' 04'23'34" 15 4700.00 115.43' 57.72' 01'24'26" 16 52.00' 1 75.36' 46.04' 83'02'21" 17 70.00' 102.14' 62.59' 83.36'16" 18 4718.00' 209.07' 104.55' 02'32'20" 19 10.00' 7.97' 4.21' 45'39'35" 1 10.00' 7.94' F LO 21 Cl 37.12' o co LO 4718.00' 86.90' 43.45' 01'03'19" 23 4718.00' 115.87' 57.94' 01'24'26" 24 70.00' 101.45' 61.97' 83'02'21" to d m to to M O N N F- m O wo ad 0o 0 00 o W 00 o 00 00 o^ of o^ ai 1 m O r \ n w w> Y J d0 N ri ,O 0 1 o N j I w > ui W II II w' F-: ^o 1� W O J Q W W O O d m OF - W J c WJ w W II W Q > U uj 0 JJ JJJ p W N W cq W W �,,� > 11 Ld t j W t j II 1wJ m N ci UJ- ag>- Cv>tJi tJi ULi C3 La ti n J O W W J lco W ILI W Jul W JI--� W Wt- BIW -j ^ W t\ t- ® OQ p ONo - MMN -".17 Ci d- (nyU Q (O _J - gip' 04 Q+ > II W JJJ • J J 17 06 O p. LA t-0 Oq� tnN00U w 00 J to WJ W J Y WC'I Q U Lli to Lc ul :2 Fl- (jr- 00 o WW + + F-� W WJE - -� m>- O M + + o + ++ tnd �tnm �•-� NN +cli JJJ m+ m JJJ U la: L� d •Ota7 L7 M J Q d[T 14 -to 2b0 dO(o to cV O ON O to co mlt+n V cjQ = >U � 4 U > HH Q Q Q UWW Q} Q U +++ Z MM + + 1-f�00 + + + 1) j Q I.- Q ~ - QpQQ - F- F- eat to cn lai NNN JOU _ J z ,�, .- T 10 • Q a U l= g-1.21 I? C9\v ti Ooo o+ a In a N cn a cn a rn a <dd W add a cn ddd 0- '-L- 1 E SHE / ATION td" ul 00' + + F- F S= F- F- F- F- �' FRC / S=1 21 % Fp CONTiN / L5 V) d +++ m� O (nN CONN to tow -- _ U o_ � v~i _ S=0.60/ {N - , 6rl 1% S=O. 9%- / Li ddd cjtn ddQ _61 S=0 9% - - - �._.- - _PROPOSE) CENTERLINE S ET / =0.70%- APPROXIM, - JE EXISTING/ - _ FOR / -SEI'SHEET _ 18 RADE 0 CENTER JNE 1PROXIMATE _ ' �aON:PNI-j E IS NG FOR RADE @ CENTER INE ' 1-T I N `L#] 11 12 13 14 15 724 724 722 722 720 720 718 718 716 716 714 714 712 712 710 710 708 708 706 706 704 704 702 702 700 700 698 698 696 696 728 726 724 722 720 718 716 714 712 710 708 706 704 702 700 698 696 LEGEND: (CONT.) Ot CURVE NUMBER FOR CURVE DESCRIPTION ❑1 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE SCHEDULE 01 CENTERLINE STATIONING - SEE TABLE AO CROSS GRADE BETWEEN CENTERLINE AND FLOWUNE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED [� CALTRANS TYPE I ARROW 11 AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 0 CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12'. 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.G. OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. LEGEND: (CONT., SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN SOUTH FLOWLINE PROFILE CURB & GUTTER STATIONING TABLE CURVE TABLE C.L. STATION CURVE RADIUS LENGTH TANGENT DELTA 1 34.00' 49.61' 30.40' 83'36'16" 2 4682.00' 172.78' 86.40' 02'06'52" 3 10.00' 7.94' 4.19' 45'29'09" A > 7.97' 4.21' <1C 5 4688.00' 15.00' 7.50' 00'11'00" 6 25.00' 35.39' D 81'06'54" E 25.00' 43.55' 29.69' 99'48'23" 8 G H I 02'02'53" 9 J 52.37' 26.18' 00'38'27" 10 4682.00' 114.98' 57.49' 01'24'26" 11 34.00' 49.28' 30.10' 83'02'21" 12 52.00' 75.88' 46.50' 83.36'16" 13 4700.00' 234.49' 117.27' 02'51'31" 14 4700.00' 360.34' 180.26' 04'23'34" 15 4700.00 115.43' 57.72' 01'24'26" 16 52.00' 1 75.36' 46.04' 83'02'21" 17 70.00' 102.14' 62.59' 83.36'16" 18 4718.00' 209.07' 104.55' 02'32'20" 19 10.00' 7.97' 4.21' 45'39'35" 20 10.00' 7.94' F 45'29'11" 21 4712.00' 37.12' 18.56' 00'27'05" LO 4718.00' 86.90' 43.45' 01'03'19" 23 4718.00' 115.87' 57.94' 01'24'26" 24 70.00' 101.45' 61.97' 83'02'21" to d m to to M O N N F- m O wo ad 0o 0 00 o W 00 o 00 00 o^ of o^ ai 1 m O r \ n w w> Y J N ^o 1� W O J Q W W d W W Q p W W W O W W W �,,� W m W V m N J W U W W J lco W ILI W Jul W W W BIW ^ W t\ t- ® p ONo -".17 Ci d- (nyU Q (O Q+ W 17 06 w 00 J to Y WC'I o WW \ W m>- + m - W + NN +cli m+ d W N Q U N o �U O JOU o:�U� J S=0.9 T 10 Q U l= + li cn a a In a N cn a cn a rn a cn cn a cn E SHE / co vo� S= ° FRC / L5 V) d U o_ � v~i _ S=0.60/ {N / S=O. 9%- S=0 9% - - - S ET APPROXIM, JE EXISTING/ FOR RADE 0 CENTER JNE ' 1-T I 10 11 12 CURB & GUTTER STATIONING TABLE CURVE TABLE C.L. STATION CURVE RADIUS LENGTH TANGENT DELTA 1 34.00' 49.61' 30.40' 83'36'16" 2 4682.00' 172.78' 86.40' 02'06'52" 3 10.00' 7.94' 4.19' 45'29'09" 4 10.00' 7.97' 4.21' 45'39'37" 5 4688.00' 15.00' 7.50' 00'11'00" 6 25.00' 35.39' 21.40' 81'06'54" 7 25.00' 43.55' 29.69' 99'48'23" 8 4682.00' 167.35' 83.68' 02'02'53" 9 4682.00' 52.37' 26.18' 00'38'27" 10 4682.00' 114.98' 57.49' 01'24'26" 11 34.00' 49.28' 30.10' 83'02'21" 12 52.00' 75.88' 46.50' 83.36'16" 13 4700.00' 234.49' 117.27' 02'51'31" 14 4700.00' 360.34' 180.26' 04'23'34" 15 4700.00 115.43' 57.72' 01'24'26" 16 52.00' 1 75.36' 46.04' 83'02'21" 17 70.00' 102.14' 62.59' 83.36'16" 18 4718.00' 209.07' 104.55' 02'32'20" 19 10.00' 7.97' 4.21' 45'39'35" 20 10.00' 7.94' 4.19' 45'29'11" 21 4712.00' 37.12' 18.56' 00'27'05" 22 4718.00' 86.90' 43.45' 01'03'19" 23 4718.00' 115.87' 57.94' 01'24'26" 24 70.00' 101.45' 61.97' 83'02'21" 11 12 13 14 15 16 4! -g4 -I& P)4 3 ° U L7 U NO/55102 O'FCAI� pv It fT, lQl* E U` ' 'OR Du n A' IvIVf N 7 720 718 716 714 712 710 708 706 704 702 700 698 696 r CURB & GUTTER STATIONING TABLE NO. DESC. C.L. STATION F.L. STATION Q P.R.C. STA. 12+15.40, C.L. 14.99RT. STA. 12+17.04, F.L. 0 P.R.C. STA. 12+66.65, C.L. 14.99RT. STA. 12+70.04, F.L. CENTERLINE STATIONING TABLE NO. STATION DESCRIPTION 1Q STA. 12+02.81, C.L. POINT ON CENTERLINE fl STA. 12+34.49, C.L. KATYDID DRIVE= STA. 10+00.00, C.L. PERENNIAL PLACE Ck INTERSECTION S33.53'03"E RAD. Q STA. 12+78.40, C.L. POINT ON CENTERLINE 13 14 15 16 4! -g4 -I& P)4 3 ° U L7 U NO/55102 O'FCAI� pv It fT, lQl* E U` ' 'OR Du n A' IvIVf N 7 720 718 716 714 712 710 708 706 704 702 700 698 696 r m M z 0 W Ld Q 0 1 IV40'22 06"W_11�+00 271.61' _ 12+00 ' - s: s d�2J P/L-BW-�1 8»S 2 . � r�►�EZII� ' O II II II II II II II JJ J J W CN Lo 00 O O o 00 L6 CV C4I�/C J 7 MONARCH DRIVE J -j J •J J J -J J -j -i -j -j J -j SEE SHEET 8 0, 0 0 UL.: C3 LL: w UUW UC+- CjC+• (3 LL: % k I li �r �N U Nn d o 0pd Nrn �rn ��12' 12' I W Wa ON �N M� 00(R O�CO �� U7 Oi C4 co Cl ri 00 z Oi ai (ri o o �27' I i 27'1 1 0- 'r o 0 ++ ++ o ++ CD ++ ++ ++ W ++ v� �m c � �00 0 �� ������ d�� ��� U�� ���� 1�1('41 I -N I z�NN(n w N Cn m cn N a N N w cn V) m to cn - I { i �'..I J f r o LANDSCAPE it ' it 1 I N ++ LOT G °° PHASE BOPUNDABRVY I� li I w �N 3 I t �Ii� li �� I Lo 2 p 18"D 14+00 00 N o 2 15+00 2_ Ii N40'22'06s- #- - 26558' ii { 2 8"S m 00N 2 >- 6 I J J J li 0 2 IIIm IW 1 1 I 2 JJ 3 w !0 3 3 1 2 4 I I� li ° ° ° �I i '� 11 u II o u o n �, 06106 0o P/L-BW �1 vw< N N �7a �r of r- �) c�i mi r > r'Iv-'r r�i c n n II it m II (If1: C> o po+� �Q w 41 m o I ao I� �� o0 00 0o r o o Q N aC. ^ Q m 0 0 1/ °� � �o �o C> �i + N> N N a6 � CO+ + w + + w + c.i N { (� Z c F + + ,�, � + uj O o 19 II II 1 U i 1 J J -1 J • > OI r > �I > I ,��� t` N N MI ��- lqd-- 0B cV CV Lr;1 U �-- (( J,__j J I i 1: J J Q Q Q Q O O O 0 I I i 1� U U C.� U -4 U l.� O �) � O Q Qf O Q J -1 J � I IV -� _'1 J Of ---� I H I Q pN 18' 18' rQ-I F- �I �- Ute Uw UtL 1- II 18' t{, i Uw Uw Uw NIS `�'t- cnlc <n JJ JJ JJ O I. ~• c' N O p0 m � C6 C4 [n N C� (n N G� N U C) t0 O CD O I 18' f -� iA Oi Uti U li U 1 127' 2TII I Z � r,rn 06 Sao �r �r- 27' o U U ii 27 27 1 w O+r j W MM U') Lo Z fD� I Z �� NN Md' I 27' 1: Nt0 NM �� I ' jY MN CpO- p� .: II t� F- m ++ ++ �, ++ 0 ++ ++ ++ .,i �I Ou DRIVE ++ ++o ++ z (or- roo 0 oovi TOPIARY DRIVE l o o 0 o w o o w 0o rn o Z NN CVS N� �M MMft: Z r)M SEE SHEET 5 m - - 0° o B�B SHEET 14 w ++ + + Z + + MONARCH DRIVE Lm, • :t w �� m I SEE SHEET 8 �' � N ci �� ci �� U d a 3 6 � d d � a a Ci d a a d d 06 cn I ��� ��� STA. 15+42.52, F.L. 41 V) U) 07 V) V) LaJNN m�NI.J NN mc~nc% wNNm NV QNN CU¢¢ ¢a QQ 35 m u)w w U) (r) am mv) CATCH BASIN N0. 6 1 37 38 39 4 O CATCH BASIN N0. 4 CURVE TABLE STA, 12+36.71, C.L. 12.00RT.= STA. 14+96.91, C.L. 12.00RT.= ' STA. 12+39.95, F.L. r STA. 15+03.39, F.L. I CURVE RADIUS LENGTH TANGENT DELTA NORMAL F.L. ELEV.=721.91 NORMAL F.L. ELEV.=721.27 1 25.00 39.19 24.92 89 48 40 DEPRESSED F.L. ELEV.=721.74 r DEPRESSED F.L. ELEV.=721.10 2 10.00' 7.95' 4.20' 45'34'23" ROSE ARBOR LANE 3 25.00' 36.53' 22.40' 83'42'56" 4 25.00' 42.01' 27.90' 96'17'04" (PRIVATE STREET) 5 25.00' 40.44' 26.20' 92'40'33" SCALE: 1" = 50' HORIZONTAL Fil 6 25.00' 37.38' 23.17' 85'39'27" 1" = 5' VERTICAL 7 25.00' 39.35' 25.08' 9011'20" 738 736 734 732 730 728 726 724 722 720 718 740 738 736 734 732 730 728 726 724 722 720 718 738 736 734 732 730 728 726 724 722 720 718 WEST FLOWLINE PROFILE z 1 NO. FHA3r CURVE C.L. STATION OE Q II II II II II II II ¢ P.R.C. Do O O O O O O STA. d cli Om TOPIARY DRIVE 90'00'00" STA. 00 JJ JJ JJ 52.00' W SEE SHEET 5 J J J -j J J -j -1 O "� L7 4 I U w /I f mUw 'I � I v (3 LL: C3 LL: Uw W VN NC` O m) t (f z�� �0 �� o� ��� S¢�<-i Z¢Q W \ Ito II C CD moo MM int;3 LoL ~Cocco LANDSCAPE co ILO \ I Z o+o+ .- o+o+zo>c+ �- f w .- CU I LOT G L� I U I 4i 1¢- 1¢' U I¢- -.4<.< fa- U F¢- Fa - m cn m v> v) a to v) w u) O O ICu r m M 112' 2'1 rn� W 0 N N m N N N Ir,- ++ N Q++ NNJfn NN + �-.-�m co � I + , 2 /L -B �1� �Q 3 iy �s of O o ¢ Qa fQ o a � P/L-Bw MEN .1" -ci adi ,-,-ow I_� ,ib II co r 1111 F- cn cn N z o ati (nu) N 3 r w cn to W (n(n 1 2 t 111 (n 2 IV40'22 06"W_11�+00 271.61' _ 12+00 ' - s: s d�2J P/L-BW-�1 8»S 2 . � r�►�EZII� ' O II II II II II II II JJ J J W CN Lo 00 O O o 00 L6 CV C4I�/C J 7 MONARCH DRIVE J -j J •J J J -J J -j -i -j -j J -j SEE SHEET 8 0, 0 0 UL.: C3 LL: w UUW UC+- CjC+• (3 LL: % k I li �r �N U Nn d o 0pd Nrn �rn ��12' 12' I W Wa ON �N M� 00(R O�CO �� U7 Oi C4 co Cl ri 00 z Oi ai (ri o o �27' I i 27'1 1 0- 'r o 0 ++ ++ o ++ CD ++ ++ ++ W ++ v� �m c � �00 0 �� ������ d�� ��� U�� ���� 1�1('41 I -N I z�NN(n w N Cn m cn N a N N w cn V) m to cn - I { i �'..I J f r o LANDSCAPE it ' it 1 I N ++ LOT G °° PHASE BOPUNDABRVY I� li I w �N 3 I t �Ii� li �� I Lo 2 p 18"D 14+00 00 N o 2 15+00 2_ Ii N40'22'06s- #- - 26558' ii { 2 8"S m 00N 2 >- 6 I J J J li 0 2 IIIm IW 1 1 I 2 JJ 3 w !0 3 3 1 2 4 I I� li ° ° ° �I i '� 11 u II o u o n �, 06106 0o P/L-BW �1 vw< N N �7a �r of r- �) c�i mi r > r'Iv-'r r�i c n n II it m II (If1: C> o po+� �Q w 41 m o I ao I� �� o0 00 0o r o o Q N aC. ^ Q m 0 0 1/ °� � �o �o C> �i + N> N N a6 � CO+ + w + + w + c.i N { (� Z c F + + ,�, � + uj O o 19 II II 1 U i 1 J J -1 J • > OI r > �I > I ,��� t` N N MI ��- lqd-- 0B cV CV Lr;1 U �-- (( J,__j J I i 1: J J Q Q Q Q O O O 0 I I i 1� U U C.� U -4 U l.� O �) � O Q Qf O Q J -1 J � I IV -� _'1 J Of ---� I H I Q pN 18' 18' rQ-I F- �I �- Ute Uw UtL 1- II 18' t{, i Uw Uw Uw NIS `�'t- cnlc <n JJ JJ JJ O I. ~• c' N O p0 m � C6 C4 [n N C� (n N G� N U C) t0 O CD O I 18' f -� iA Oi Uti U li U 1 127' 2TII I Z � r,rn 06 Sao �r �r- 27' o U U ii 27 27 1 w O+r j W MM U') Lo Z fD� I Z �� NN Md' I 27' 1: Nt0 NM �� I ' jY MN CpO- p� .: II t� F- m ++ ++ �, ++ 0 ++ ++ ++ .,i �I Ou DRIVE ++ ++o ++ z (or- roo 0 oovi TOPIARY DRIVE l o o 0 o w o o w 0o rn o Z NN CVS N� �M MMft: Z r)M SEE SHEET 5 m - - 0° o B�B SHEET 14 w ++ + + Z + + MONARCH DRIVE Lm, • :t w �� m I SEE SHEET 8 �' � N ci �� ci �� U d a 3 6 � d d � a a Ci d a a d d 06 cn I ��� ��� STA. 15+42.52, F.L. 41 V) U) 07 V) V) LaJNN m�NI.J NN mc~nc% wNNm NV QNN CU¢¢ ¢a QQ 35 m u)w w U) (r) am mv) CATCH BASIN N0. 6 1 37 38 39 4 O CATCH BASIN N0. 4 CURVE TABLE STA, 12+36.71, C.L. 12.00RT.= STA. 14+96.91, C.L. 12.00RT.= ' STA. 12+39.95, F.L. r STA. 15+03.39, F.L. I CURVE RADIUS LENGTH TANGENT DELTA NORMAL F.L. ELEV.=721.91 NORMAL F.L. ELEV.=721.27 1 25.00 39.19 24.92 89 48 40 DEPRESSED F.L. ELEV.=721.74 r DEPRESSED F.L. ELEV.=721.10 2 10.00' 7.95' 4.20' 45'34'23" ROSE ARBOR LANE 3 25.00' 36.53' 22.40' 83'42'56" 4 25.00' 42.01' 27.90' 96'17'04" (PRIVATE STREET) 5 25.00' 40.44' 26.20' 92'40'33" SCALE: 1" = 50' HORIZONTAL Fil 6 25.00' 37.38' 23.17' 85'39'27" 1" = 5' VERTICAL 7 25.00' 39.35' 25.08' 9011'20" 738 736 734 732 730 728 726 724 722 720 718 740 738 736 734 732 730 728 726 724 722 720 718 738 736 734 732 730 728 726 724 722 720 718 WEST FLOWLINE PROFILE z 1 NO. ¢ J CURVE C.L. STATION OE Q II II II m o 10+59.20, C.L. 15.00RT. STA. 10+60.01, F.L. ¢ P.R.C. Do O O STA. 12+18.75, F.L. D O o Nm STA. d cli Om A 90'00'00" STA. 14+76.52, C.L. 15.00RT. JJ JJ JJ 52.00' W ju: cis 6u: _jJ Q 7M O "� J pr- OdN• F cO v pNMN N M NIl-O W VN NC` O _ coN�NN O �0 ! co 0o S¢�<-i Z¢Q W n v~i o v~i V)i, i U) c~i� 0 c~ -n c i `v � �� J_ U,_WY � co ILO \ J � B 1 fy m Ia. IV40'22 06"W_11�+00 271.61' _ 12+00 ' - s: s d�2J P/L-BW-�1 8»S 2 . � r�►�EZII� ' O II II II II II II II JJ J J W CN Lo 00 O O o 00 L6 CV C4I�/C J 7 MONARCH DRIVE J -j J •J J J -J J -j -i -j -j J -j SEE SHEET 8 0, 0 0 UL.: C3 LL: w UUW UC+- CjC+• (3 LL: % k I li �r �N U Nn d o 0pd Nrn �rn ��12' 12' I W Wa ON �N M� 00(R O�CO �� U7 Oi C4 co Cl ri 00 z Oi ai (ri o o �27' I i 27'1 1 0- 'r o 0 ++ ++ o ++ CD ++ ++ ++ W ++ v� �m c � �00 0 �� ������ d�� ��� U�� ���� 1�1('41 I -N I z�NN(n w N Cn m cn N a N N w cn V) m to cn - I { i �'..I J f r o LANDSCAPE it ' it 1 I N ++ LOT G °° PHASE BOPUNDABRVY I� li I w �N 3 I t �Ii� li �� I Lo 2 p 18"D 14+00 00 N o 2 15+00 2_ Ii N40'22'06s- #- - 26558' ii { 2 8"S m 00N 2 >- 6 I J J J li 0 2 IIIm IW 1 1 I 2 JJ 3 w !0 3 3 1 2 4 I I� li ° ° ° �I i '� 11 u II o u o n �, 06106 0o P/L-BW �1 vw< N N �7a �r of r- �) c�i mi r > r'Iv-'r r�i c n n II it m II (If1: C> o po+� �Q w 41 m o I ao I� �� o0 00 0o r o o Q N aC. ^ Q m 0 0 1/ °� � �o �o C> �i + N> N N a6 � CO+ + w + + w + c.i N { (� Z c F + + ,�, � + uj O o 19 II II 1 U i 1 J J -1 J • > OI r > �I > I ,��� t` N N MI ��- lqd-- 0B cV CV Lr;1 U �-- (( J,__j J I i 1: J J Q Q Q Q O O O 0 I I i 1� U U C.� U -4 U l.� O �) � O Q Qf O Q J -1 J � I IV -� _'1 J Of ---� I H I Q pN 18' 18' rQ-I F- �I �- Ute Uw UtL 1- II 18' t{, i Uw Uw Uw NIS `�'t- cnlc <n JJ JJ JJ O I. ~• c' N O p0 m � C6 C4 [n N C� (n N G� N U C) t0 O CD O I 18' f -� iA Oi Uti U li U 1 127' 2TII I Z � r,rn 06 Sao �r �r- 27' o U U ii 27 27 1 w O+r j W MM U') Lo Z fD� I Z �� NN Md' I 27' 1: Nt0 NM �� I ' jY MN CpO- p� .: II t� F- m ++ ++ �, ++ 0 ++ ++ ++ .,i �I Ou DRIVE ++ ++o ++ z (or- roo 0 oovi TOPIARY DRIVE l o o 0 o w o o w 0o rn o Z NN CVS N� �M MMft: Z r)M SEE SHEET 5 m - - 0° o B�B SHEET 14 w ++ + + Z + + MONARCH DRIVE Lm, • :t w �� m I SEE SHEET 8 �' � N ci �� ci �� U d a 3 6 � d d � a a Ci d a a d d 06 cn I ��� ��� STA. 15+42.52, F.L. 41 V) U) 07 V) V) LaJNN m�NI.J NN mc~nc% wNNm NV QNN CU¢¢ ¢a QQ 35 m u)w w U) (r) am mv) CATCH BASIN N0. 6 1 37 38 39 4 O CATCH BASIN N0. 4 CURVE TABLE STA, 12+36.71, C.L. 12.00RT.= STA. 14+96.91, C.L. 12.00RT.= ' STA. 12+39.95, F.L. r STA. 15+03.39, F.L. I CURVE RADIUS LENGTH TANGENT DELTA NORMAL F.L. ELEV.=721.91 NORMAL F.L. ELEV.=721.27 1 25.00 39.19 24.92 89 48 40 DEPRESSED F.L. ELEV.=721.74 r DEPRESSED F.L. ELEV.=721.10 2 10.00' 7.95' 4.20' 45'34'23" ROSE ARBOR LANE 3 25.00' 36.53' 22.40' 83'42'56" 4 25.00' 42.01' 27.90' 96'17'04" (PRIVATE STREET) 5 25.00' 40.44' 26.20' 92'40'33" SCALE: 1" = 50' HORIZONTAL Fil 6 25.00' 37.38' 23.17' 85'39'27" 1" = 5' VERTICAL 7 25.00' 39.35' 25.08' 9011'20" 738 736 734 732 730 728 726 724 722 720 718 740 738 736 734 732 730 728 726 724 722 720 718 738 736 734 732 730 728 726 724 722 720 718 WEST FLOWLINE PROFILE CURB & GUTTER STATIONING 1 NO. DESC. CURVE C.L. STATION F.L. STATION Q P.R.C. STA. 10+59.20, C.L. 15.00RT. STA. 10+60.01, F.L. ❑2 P.R.C. STA. 12+16.32, C.L. 15.00RT. STA. 12+18.75, F.L. ❑3 P.R.C. STA. A STA. 13+39.10, F.L. A 90'00'00" STA. 14+76.52, C.L. 15.00RT. STA. 14+82.19, F.L. 52.00' CENTERLINE STATIONING TABLE NO. STATION 53.41' DESCRIPTION J ^� p r 0 O r0 1Q STA. 10+37.00, C.L. GRADE BREAK 90'00'00" B STA. 14+94.12, C.L. GRADE BREAK �0 ! co 0o J-1 ' J (3UJtJL�I m z J Y JJ ,� li J_ U,_WY � co ILO JI UU UW B MEN fy m Ia. L� I W m O m Cr m cmo O O O ICu r m M C 1 0 S O �'� rn� W 0 N N m N N N Ir,- ++ N Q++ NNJfn NN + �-.-�m co � y + o� CD C) 1 �1� �Q iy �s of O o ¢ Qa fQ o a � P/L-Bw MEN .1" -ci adi ,-,-ow \ q x� 9 II co r 1111 F- cn cn N z o ati (nu) N 70 � r w cn to W (n(n 1 2 x (n r ri Y co j r rn O� ME � to '� o N C6 w - N N N N Zj ¢0p N 00 N 04 LLJ co p r co O r r N co M M N 0- W CO 'n i -j 00 r C1 J 0 I. CO r > rr W 0 II d II p w f w O O O p to j J w OCVN W r wJ Joi Ll W L a 00 C> ^ \ W 11 00 J • W U w ® Ai 00 O Or00 W Z li Wii Q w JJ b W J N N N N m J FF- �. . 0 U J O N 0) m N M cV Cl1 U w J w J W w J w J a w J W OC w J W C) L,: _ WJCC w Li w v -w' W j N j o++ / Uw cm0 - tm0 w N C✓ N N JJ� 1- 06- O _ ao • GRADE CEN U 00 00 Cp Co 00 wLai _ J I-1- W J D_' + J W W J J W ' U W . -- w W J w J w J W M ao 00 Cc ++4 oo }.11 w Z Q pp U Ca_ LL: m w of M F- Z N co S W r N - U r •- >-+ D_ ct O) Cho O D: ¢ N r N r O N i D S=-1. W J ¢ W J J w S=-1.3 + Ua� ?a a U1 ON�1 >:c~i) u! V) C.7 + m + jj.--{{-- ROP5. N 000 3� O CO t0 to H c� c~nz (n a m� = r 00 U M w CL W W c'#� m 0 O O N�GRADE EXISTING ® CENTERLINE o m + ++ +++ M m ++ ¢ to CT I� m p 0 j] �� U GR DE COP C NTERLIN NCVN a a m PROPOS `- CS I APPR IMATE EXISTING- w I ci - - T �.N-04 -- r) z �j r) cn v>cn w + + + ,,, + J W J W S=- ¢ J C3 �' ¢ N ? ¢ dQd < d GRAD CEN RLINE ci d d c5 Q - - - - - - v• - U)v%~i u~s n: m I c i I m d d o w S=0.03% m 7 Lc l cn N cn to C6 N CL w N Lj Q j Q CEN 1ERL � % • 8% - S=- .25% NUA _ _ _ S= 0.25% ELLIS _ -- -- -- -- --- - - - - - -mcna -- - -- OPOSED - w (n 1- 1- E-1 'cnCo v ROSE ARBOR LANE - -- -- -adw w S. 0.58% S=-().24% SE-ESH FOR CO TINUATI NU N PROPOSED WET FLOWLI E ° S=-0. 7% S=-0. TOP6 SEE SH T 8 10 m 12 13 14 15 738 736 734 732 730 728 726 724 722 720 718 16 CENTERLINE PROFILE CURB & GUTTER STATIONING 1 NO. DESC. CURVE C.L. STATION F.L. STATION Q P.R.C. STA. 10+59.20, C.L. 15.00RT. STA. 10+60.01, F.L. ❑2 P.R.C. STA. 12+16.32, C.L. 15.00RT. STA. 12+18.75, F.L. ❑3 P.R.C. STA. 13+35.05, C.L. 15.00RT. STA. 13+39.10, F.L. A 90'00'00" STA. 14+76.52, C.L. 15.00RT. STA. 14+82.19, F.L. 52.00' CENTERLINE STATIONING TABLE NO. STATION 53.41' DESCRIPTION J ^� p r 0 O r0 1Q STA. 10+37.00, C.L. GRADE BREAK 90'00'00" B STA. 14+94.12, C.L. GRADE BREAK �0 ! co 0o J-1 ' J (3UJtJL�I m z J Y JJ ,� li J_ U,_WY � co ILO JI UU UW 10 MEN fy m Ia. L� I W m O m Cr m cmo O O O ICu ON cOD O¢ ��W� CO0 C!') CC) -J W O) O cfl IO C 1 0 S O �'� rn� W 0 N N Q� ±w ± N N Ir,- ++ N Q++ NNJfn NN + �-.-�m co � y + o� CD C) 1 �1� �Q iy �s of O o ¢ Qa fQ o a � P/L-Bw MEN .1" -ci adi ,-,-ow \ q x� 9 II co r 1111 F- cn cn N z o ati (nu) N 70 � r w cn to W (n(n 1 2 x (n r ri Y co j r rn O� ME � to '� o N C6 w - > w J w j j II Zj ¢0p 00 04 LLJ c ro m p r O r r N w N r 0- W CO 'n i -j 00 r C1 J 0 I. CO r > rr W 0 II d II p w f w O O O p to j J w OCVN W r wJ Joi Ll W L a 00 C> ^ \ W 11 00 J • W U w ® Ai 00 O Or00 W Z li Wii Q w JJ b W J co Z M O N I m J FF- �. . 0 U J Ll 0) O Z i' Z W U a GRADE OC i C) L,: _ WJCC w Li w v -w' W N M o++ / Uw cm0 - tm0 w JJ W II J CU JJ� > a o j O _ Om • GRADE CEN RLINE 00 00 Cp Co 00 wLai _ J I-1- W J D_' + N W J N ' U W . -- w N U It! U m N N fn Cc ++4 oo 1.589° U Ci 4: Q W u- u- U Ca_ LL: m w of M S W >-+ Of M to Cho cmOOM ¢ +++ i D S=-1. CO 11NUgn S=-1.3 Y Ua� ?a a U1 ON�1 >:c~i) u! V) ¢ O m OOb jj.--{{-- ROP5. 79° 0WLINE 3� O am c� c~nz (n a m� w 00 U M % o E.2.0. o APPROXIMATE N�GRADE EXISTING ® CENTERLINE o m + ++ +++ m ++ ¢ to �- Q N �� GR DE COP C NTERLIN NCVN U m PROPOS D % w �-'� o - - - - �.N-04 -- O cn cn w cn v>cn CO S=- 1 Id ¢ ¢ a ? ¢ dQd - - - - - - - - - - - - - - - U)v%~i u~s n: c U) U) v~i v~i (1) cn S=0.03% 7 \ N P OPOSED CEN 1ERL � % S:== 8% - S=- .25% NUA _ _ _ S= 0.25% ELLIS _ P OPOSED CENTERLINE--J- ROSE ARBOR LANE 10 11 12 13 14 15 740 738 736 734 732 730 728 726 724 722 720 718 16 iN 11 12 13 14 15 738 736 734 732 I '730 !728 726 724 022 720 - 718 16 CURB & GUTTER STATIONING TABLE NO. DESC. CURVE C.L. STATION F.L. STATION Q P.R.C. STA. 10+59.20, C.L. 15.00RT. STA. 10+60.01, F.L. ❑2 P.R.C. STA. 12+16.32, C.L. 15.00RT. STA. 12+18.75, F.L. ❑3 P.R.C. STA. 13+35.05, C.L. 15.00RT. STA. 13+39.10, F.L. �4P.R.C. 90'00'00" STA. 14+76.52, C.L. 15.00RT. STA. 14+82.19, F.L. 52.00' CENTERLINE STATIONING TABLE NO. STATION 53.41' DESCRIPTION J ^� p r 0 O r0 1Q STA. 10+37.00, C.L. GRADE BREAK 90'00'00" 2Q STA. 14+94.12, C.L. GRADE BREAK �0 ! I J-1 ' J (3UJtJL�I F z J Y JJ ,� li J_ U,_WY � co ILO JI UU UW 10 MEN fy m Ia. L� I W m O m Cr m cmo O O O ICu ON cOD O¢ ��W� CO0 C!') CC) -J W O) O cfl IO C 1 0 S O �'� rn� W 0 0000 O mm Q O ¢ ++ w + Q� ±w ± Q O + w NU ++ N Q++ NNJfn NN + �-.-�m co � y + o� CD C) 1 �1� �Q iy �s of O o ¢ Qa fQ o a � P/L-Bw MEN .1" -ci adi ,-,-ow \ q x� 9 ci as F v r 1- c� cn 1111 F- cn cn N z o ati (nu) N 70 � �I w cn to W (n(n 1 2 x (n r ri Y co j r rn O� ME � to '� o N C6 w - > w J j Zj ¢0p F- 00 LLJ c ro m p r O r r N w 0- m CO 'n 00 r C1 J 0 I. CO r > > W 0 II d II p w f w O O O p to j J w OCVN wJ Joi Ll W L a 00 C> ^ \ W 11 00 J • W U w ® Ai 00 O Or00 Z li Wii Q w . W 0 co Z M O N I m J FF- �. . 0 U J 0) O Z i' Z W U a GRADE OC i WJCC w Li w v -w' W N M o++ / Uw cm0 - tm0 w or II W II CU JJ� > a o j U _ • GRADE CEN RLINE 00 00 Cp Co 00 �'i m + J I-1- W J D_' + N W J N ' U W . -- w N U m N N fn Cc ++4 oo 1.589° U Ci 4: Q W u- u- U Ca_ LL: m w of M S Cbm� U Cho cmOOM ¢ +++ i S=-1. CO 11NUgn S=-1.3 9 Ua� ?a a U1 ON�1 >:c~i) u! V) ROP5. 79° 0WLINE 3� am c� c~nz (n a m� ��� EASI- % E.2.0. N�GRADE ® CENTERLINE +++ m + ++ +++ C00 A T10N �- S =-1.2 S SH E IN AT10N NCVN U PROPOS D % g .59% CON - - - - �.N-04 v V&ST w cn v>cn S=- 1 Id dda ? a aQ i dQd WOMEN- E SHE - - U)v%~i u~s n: c U) U) v~i v~i (1) FOR 7 \ N P OPOSED CEN 1ERL � % S:== 8% - EE CON NUA ELLIS N� E iN 11 12 13 14 15 738 736 734 732 I '730 !728 726 724 022 720 - 718 16 STA 7wAY p �3 11+00 18"D D 0O N 12+000 18"D R A6 F�. C INTERSECTION/B.C. N21'04'39"W RAD. STA. 10+00.00, C.L. TRELLIS WAY= \ STA. 10+00.00, C.L. MONARCH DRIVE LEGEND: STA. 9+91.14, F.L. ABBREVIATIONS B.C. FL FLOWLINE POVC POINT ON VERTICAL CURVE STA. 10+00.00, C.L 18.00LT.= CL CENTERLINE BVC BEGIN VERTICAL CURVE STA. 9+71.72, F.L. ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY UNE BW BACK OF WALK TRC TRAFFIC CALMER P_STORM SIZE r- PIPE SIZE C SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END i� F - N21'04'39W - 18"D - 8„S s I N 1 f:' >r 12 UU P/L-BW -j I "' I j o0 co n1l 00 III !' Q N + Il arm II II 111 li q. 0: 111 " I Oo o �Io000o18' I+riN 0O 0O 1 000 mo ii 00 o 27'I �:n J JJ p w -i_j rN J mar 271 c3 L- Q U� Z U�>W ¢U� W 3. U� Il MONARCH DRIVE Z o� m w� z aoaow� mto� u-) �co rtOio SPANISH SEE SHEET 7 0 00 w ¢ cD c°� �` J- MOSS DRIVE oN o 0000 34 m �d�O o t Oo wz¢ toC) SEE SHEET 13 00 m 00 U NNJN C= NN Z IY� Mtr --¢W O ci as as v aa�a as a c'J ad m (~/} N� N N 1-- F- ow U !- H W U laJ N N ri r ��Zo m�,�,m oin 33 W °'M CURB & GUTTER STATIONING TABLE NO. DESC. CURVE C.L. STATION F.L. STATION Q P.R.C. STA. 10+59.20, C.L. 15.00RT. STA. 10+60.01, F.L. ❑2 P.R.C. STA. 12+16.32, C.L. 15.00RT. STA. 12+18.75, F.L. ❑3 P.R.C. STA. 13+35.05, C.L. 15.00RT. STA. 13+39.10, F.L. �4P.R.C. 90'00'00" STA. 14+76.52, C.L. 15.00RT. STA. 14+82.19, F.L. 52.00' CENTERLINE STATIONING TABLE NO. STATION 53.41' DESCRIPTION J ^� p r 0 O r0 1Q STA. 10+37.00, C.L. GRADE BREAK 90'00'00" 2Q STA. 14+94.12, C.L. GRADE BREAK STA 7wAY p �3 11+00 18"D D 0O N 12+000 18"D R A6 F�. C INTERSECTION/B.C. N21'04'39"W RAD. STA. 10+00.00, C.L. TRELLIS WAY= \ STA. 10+00.00, C.L. MONARCH DRIVE LEGEND: STA. 9+91.14, F.L. ABBREVIATIONS B.C. FL FLOWLINE POVC POINT ON VERTICAL CURVE STA. 10+00.00, C.L 18.00LT.= CL CENTERLINE BVC BEGIN VERTICAL CURVE STA. 9+71.72, F.L. ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY UNE BW BACK OF WALK TRC TRAFFIC CALMER P_STORM SIZE r- PIPE SIZE C SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END i� F - N21'04'39W - 18"D - 8„S s I N 1 f:' >r 12 UU P/L-BW -j I "' I j o0 co n1l 00 III !' Q N + Il arm II II 111 li q. 0: 111 " I Oo o �Io000o18' I+riN 0O 0O 1 000 mo ii 00 o 27'I �:n J JJ p w -i_j rN J mar 271 c3 L- Q U� Z U�>W ¢U� W 3. U� Il MONARCH DRIVE Z o� m w� z aoaow� mto� u-) �co rtOio SPANISH SEE SHEET 7 0 00 w ¢ cD c°� �` J- MOSS DRIVE oN o 0000 34 m �d�O o t Oo wz¢ toC) SEE SHEET 13 00 m 00 U NNJN C= NN Z IY� Mtr --¢W O ci as as v aa�a as a c'J ad m (~/} N� N N 1-- F- ow U !- H W U laJ N N ri r ��Zo m�,�,m oin 33 W °'M � CURVE F H A S r CURVE 313 LENGTH TANGENT Q 8 70.00' 109.96' 70.00' 90'00'00" 9 70.00' II> 70.00' 90'00'00" O 52.00' 81.68' 52.00' 90'00'00" 12 52.00' a- C) II 52.00' 90'00'00" N3o u"?) II NUO 53.41' 34.00' J ^� p r 0 O r0 13 34.00' coom Z CD J ¢ O 90'00'00" t0 °� I �0 ! I J-1 ' J (3UJtJL�I F z J Y JJ ,� li J_ U,_WY � co ILO JI UU UW 10 WI fy m Ia. L� I W m O m Cr m cmo O O O ICu ON cOD O¢ ��W� CO0 C!') CC) -J W O) O cfl IO C 1 0 S O �'� rn� W 0 0000 O mm Q O ¢ ++ w + Q� ±w ± Q O + w NU ++ N Q++ NNJfn NN + �-.-�m co � y + o� CD C) 1 �1� �Q iy �s of O o ¢ Qa fQ o a � P/L-Bw a {� QU .1" -ci adi ,-,-ow \ q x� 9 ci as F v r 1- c� cn cn c� cn F- cn cn N z o ati (nu) N 70 � �I w cn to W (n(n 1 2 x (n r ri Y co j STA 7wAY p �3 11+00 18"D D 0O N 12+000 18"D R A6 F�. C INTERSECTION/B.C. N21'04'39"W RAD. STA. 10+00.00, C.L. TRELLIS WAY= \ STA. 10+00.00, C.L. MONARCH DRIVE LEGEND: STA. 9+91.14, F.L. ABBREVIATIONS B.C. FL FLOWLINE POVC POINT ON VERTICAL CURVE STA. 10+00.00, C.L 18.00LT.= CL CENTERLINE BVC BEGIN VERTICAL CURVE STA. 9+71.72, F.L. ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY UNE BW BACK OF WALK TRC TRAFFIC CALMER P_STORM SIZE r- PIPE SIZE C SEWER STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W31(CA)" - END i� F - N21'04'39W - 18"D - 8„S s I N 1 f:' >r 12 UU P/L-BW -j I "' I j o0 co n1l 00 III !' Q N + Il arm II II 111 li q. 0: 111 " I Oo o �Io000o18' I+riN 0O 0O 1 000 mo ii 00 o 27'I �:n J JJ p w -i_j rN J mar 271 c3 L- Q U� Z U�>W ¢U� W 3. U� Il MONARCH DRIVE Z o� m w� z aoaow� mto� u-) �co rtOio SPANISH SEE SHEET 7 0 00 w ¢ cD c°� �` J- MOSS DRIVE oN o 0000 34 m �d�O o t Oo wz¢ toC) SEE SHEET 13 00 m 00 U NNJN C= NN Z IY� Mtr --¢W O ci as as v aa�a as a c'J ad m (~/} N� N N 1-- F- ow U !- H W U laJ N N ri r ��Zo m�,�,m oin 33 W °'M "R6-1" - ONE WAY "W14-1" - DEAD END 726 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW 724 "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 722 -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 720 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 718 S SEWER - REFER TO SEWER & STORM DRAIN PLANS SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 716 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 714 TRACT BOUNDARY ������������UNITBOUNDARY 712 - - - - - - - - - - - -PROPOSED SAWCUT LIMIT UNE 710 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT 708 IC FURNISH & INSTALL INTERCONNECT CONDUIT !E3 Tg5 rgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 706 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION Ej FLOWLINE STATION - SEE TABLE 730 ® ITEM OF WORK - SEE SCHEDULE 728 01 CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 726 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 724 CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED [� CALTRANS TYPE I ARROW 722 II AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW 720 AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED 718 CONSTRUCTION NOTES: 716 y; 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1 !�+f-""r ru,r' °;. �� Al Ql-02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3.14 ' •_, the 03 CONSTRUCT HANDICAP RAMP PER DETAIL 1 ON SHEET 2. 712 \2j CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED.,. __ DUAL UNITS STANDARD PLAN RSP A88A CASE A. G 710 O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © �� ..��.((0 708 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB 706 HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND 726 GUTTER LIP TO A DEPTH OF 12". 1 ® INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 724 IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 722 QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. �e 729 NOBS: = 'f/ 718 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER L� DRAIN IMPROVEMENTS AND DETAILS. 716 2. LOCAL STREETS - PAVEMENT TO BE 0.20TYPE B" 5 2 OVER 0.75' CL. it AGG. BASE OVER 0.50' COMP G, T 714 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B {-STC, Ti � 3,1 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPEN G _@��� G'!yI` 712 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.' CA11�0� SECTION DESIGNATION: 710 SECTION L T O 708 RRSHEET WHERE SECTION IS SHOWN 2 $ § ar " a v >wAA 706 ""ORD D, M N+ \ -o m N TRELLIS WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 15 ST_A._13+31.30, F.L. - S21'04'39"E RAD. GRADE BREAK/� INTERSECTION E.C. STA.13+31.36, C.L TRELLIS WAY= STA. 10+00.00, C.L. SPANISH MOSS DRIVE E.C. GRADE BREAK STA. 13+31.36, C.L. 18.00LT.= 1 6 STA. 13+59.64, F.L. -N68'55'21"E 45.20' WEST FLOWLINE PROFILE � CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 8 70.00' 109.96' 70.00' 90'00'00" 9 70.00' 109.96' 70.00' 90'00'00" 10 52.00' 81.68' 52.00' 90'00'00" t1 52.00' 81.68' 52.00' 90'00'00" 12 34.00' 53.41' 34.00' 90'00'00" 13 34.00' 53.41' 34.00' 90'00'00" "R6-1" - ONE WAY "W14-1" - DEAD END 726 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW 724 "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 722 -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 720 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 718 S SEWER - REFER TO SEWER & STORM DRAIN PLANS SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 716 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 714 TRACT BOUNDARY ������������UNITBOUNDARY 712 - - - - - - - - - - - -PROPOSED SAWCUT LIMIT UNE 710 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT 708 IC FURNISH & INSTALL INTERCONNECT CONDUIT !E3 Tg5 rgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 706 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION Ej FLOWLINE STATION - SEE TABLE 730 ® ITEM OF WORK - SEE SCHEDULE 728 01 CENTERLINE STATIONING - SEE TABLE OCROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 726 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 724 CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED [� CALTRANS TYPE I ARROW 722 II AS APPLICABLE, TO BE PAINTED CALTRANS TYPE VII ARROW 720 AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW AS APPLICABLE, TO BE PAINTED 718 CONSTRUCTION NOTES: 716 y; 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1 !�+f-""r ru,r' °;. �� Al Ql-02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3.14 ' •_, the 03 CONSTRUCT HANDICAP RAMP PER DETAIL 1 ON SHEET 2. 712 \2j CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED.,. __ DUAL UNITS STANDARD PLAN RSP A88A CASE A. G 710 O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . DURING PHASE 3 CONSTRUCTION © �� ..��.((0 708 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB 706 HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND 726 GUTTER LIP TO A DEPTH OF 12". 1 ® INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 724 IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 722 QO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. �e 729 NOBS: = 'f/ 718 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER L� DRAIN IMPROVEMENTS AND DETAILS. 716 2. LOCAL STREETS - PAVEMENT TO BE 0.20TYPE B" 5 2 OVER 0.75' CL. it AGG. BASE OVER 0.50' COMP G, T 714 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B {-STC, Ti � 3,1 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPEN G _@��� G'!yI` 712 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE.' CA11�0� SECTION DESIGNATION: 710 SECTION L T O 708 RRSHEET WHERE SECTION IS SHOWN 2 $ § ar " a v >wAA 706 ""ORD D, M N+ \ -o m N TRELLIS WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 15 ST_A._13+31.30, F.L. - S21'04'39"E RAD. GRADE BREAK/� INTERSECTION E.C. STA.13+31.36, C.L TRELLIS WAY= STA. 10+00.00, C.L. SPANISH MOSS DRIVE E.C. GRADE BREAK STA. 13+31.36, C.L. 18.00LT.= 1 6 STA. 13+59.64, F.L. -N68'55'21"E 45.20' WEST FLOWLINE PROFILE � F A 8 C C A B n 60.00' 60.00' o C E F z B co ILO O� 60. 0' ao V) co E c5 D E m U o Lup VERTICAL CURVE W of 0: r C=jm r ri Y co j r rn O� � to '� o N C6 w - > w J j Zj ¢0p F- 00 LLJ c ro m p r O r r N w 0- m CO 'n 00 r C1 J 0 I. CO r > > W 0 II d II p w f w O O O p to j J w OCVN wJ Joi Ll W L a 00 C> ^ \ W 11 00 J • W U w ® Ai 00 O Or00 Z li Wii Q w . W 0 co Z M O N I m J FF- �. . 0 U J 0) O Z i' Z W U a GRADE OC i WJCC w Li w v -w' W N M o++ / Uw cm0 - tm0 w or II W II CU JJ� > a o j U _ • GRADE CEN RLINE 00 00 Cp Co 00 �'i m + J I-1- W J D_' + N W J N ' U W . -- w N U m N N fn Cc ++4 oo 1.589° U Ci 4: Q W u- u- U Ca_ LL: m w of M S Cbm� U Cho cmOOM ¢ +++ i S=-1. CO 11NUgn S=-1.3 9 Ua� ?a a U1 ON�1 >:c~i) u! V) ROP5. 79° 0WLINE 3� am c� c~nz (n a m� ��� EASI- % E.2.0. N�GRADE ® CENTERLINE +++ m + ++ +++ C00 A T10N �- S =-1.2 S SH E IN AT10N NCVN U PROPOS D % g .59% CON - - - - �.N-04 v V&ST w cn v>cn S=- dda ? a aQ i dQd 10 11 12 13 14 CENTERLINE PROFILE � 8 C A B n 60.00' � o C E F z co ILO O� 60. 0' ao V) W E > U VERTICAL CURVE W of 0: w0O r ri Y co r rn O� > C5 11 O) w - j ¢0p F- 00 LLJ o04 N¢ w 0- m CO 'n r r C1 J 0 00W + II d II p w f w O O O p j w j J w OCVN wJ r" ¢ W L a 00 C> ^ W 11 00 J • W U w ® 00 CO O Or00 J . 0 Om r O N I J FF- �. . 0 U J 0) r) Z i' J N GRADE OC RLINE WJCC w Li w v -w' W N M o++ / Uw - w p w or II W II CU JJ� > a o j U _ 00 00 Cp Co J I-1- W J D_' CL' m J j W J Q w a U W . -- w N U m N N fn Cc ++4 oo 1.589° U Ci 4: Q W u- u- U Ca_ LL: m w of M S Cbm� U Cho cmOOM ¢ +++ i CO 11NUgn S=-1.3 9 SE U1 ON�1 (mo co ROP5. 0WLINE 3� m� ��� EASI- N�GRADE ® CENTERLINE +++ m + ++ +++ �- - N NN NCVN U - - - - �.N-04 v w cn v>cn S=- dda ? a aQ i dQd E SHE - - U)v%~i u~s n: c U) U) v~i v~i (1) FOR 7 \ N P OPOSED CEN 1ERL � % S:== 8% - EE CON NUA ELLIS N� E 10 11 HPA 13 14 EAST FLOWLINE PROFILE � C A B 60.00' � o z O� oD ao V) W E > U W of 0: w0O r ri Y co r rn O� C5 w - j ¢0p F- 00 N¢ w 0- m CO 'n r r 0 00W + 0 o w f w O O O p j w j J o r" ¢ W L a 00 C> Z Q 00 J • W U w ® 00 CO O . 0 m �. . 0 U J 0) r) i' N GRADE OC RLINE w Li w v -w' W N M / - - -- - CU ¢ U > a o j U C6 a G I a L w N U S= 1.589° S \ CO 11NUgn S=-1.3 9 SE U1 ON�1 ON ROP5. 0WLINE 3� EASI- its] 11 IPPA 726 724 722 720 718 716 714 712 710 708 706 730 728 726 724 722 720 718 716 714 712 710 708 706 726 724 722 720 718 '< 716 714 712 710 708 706 13 14 m � Z � o z O� V) W > U W of (-, m C5 U 0- 0 o W L a M 0 0 .J J U U I- ON w O N ON z c� v~i v~i 738 736 734 732 730 728 726 724 722 720 718 740 738 736 734 732 730 728 726 724 722 720 718 738 736 734 732 730 728 726 724 722 720 718 TOPIARY DRIVE SEE SHEET 5 >1118 18' IIS' U I 1127'. 27' I f >r I I J I I) z IIIW M m I I � IM CI I U I � rz: 5I � m I a I IN II �co 1� zl I I� 12'I� 12'11 TOPIARY DRIVE SEE SHEET 5 30 H A S r 2 32 36 37 11 38 PHASE 2 VILLAGE GREEN LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N ancn U)cn n 39 II k LEGEND: ABBREVIATIONS LANDSCAPE FL FLOWLINE POVC POINT ON VERTICAL CURVE LOT C CL CENTERLINE BVC BEGIN VERTICAL CURVE Ci - W J CURB & GUTTER STATIONING TABLE 07�N La_ NO. DESC. I, J C.L. STATION F.L. STATION C" LL: + V) Q P.R.C. a1 STA. 10+59.02, C.L. 15.00LT. STA. 10+59.83, F.L. Q P.R.C. i- I -- STA. 12+15.64, C.L. 15.00LT. STA. 12+18.07, F.L. 3 P.R.C. 25.09' STA. 13+33.93, C.L. 15.00LT. STA. 13+37.97, F.L. ® P.R.C. 25.00' STA. 14+69.65, C.L. 15.00LT. STA. 14+75.31, F.L. 5 P.R.C. 88'33'41" STA. 13+76.93, C.L. 15.00LT. STA. 14+09.13, F.L. © E.C. STA. 13+84.07, C.L. 12.00LT. STA. 14+17.08, F.L. ❑7 P.R.C. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT STA. 13+76.93, C.L. 15.00RT. STA. 13+46.33, F.L. ® E.C. IC STA. 13+84.07, C.L. 12.0013T. STA. 13+54.28, F.L. N CENTERLINE STATIONING TABLE r ^ NO. DUAL UNITS STANDARD PLAN RSP A88A CASE A. STATION II DESCRIPTION E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . 3 CONSTRUCTION U 0 ttoo 1Q STA. 10+37.19, C.L. GRADE BREAK co \ 1C3 20 STA. 14+92.18, C.L. GRADE BREAK j Q Q STA. 13+99.07, C.L. I GRADE BREAK 0 h 0 v LEGEND: ABBREVIATIONS LANDSCAPE FL FLOWLINE POVC POINT ON VERTICAL CURVE LOT C CL CENTERLINE BVC BEGIN VERTICAL CURVE Ci - W J "R1-1" - STOP \..7 Lt. 1 � � MONARCH DRIVE 07�N La_ R• Ln o SEE SHEET 8 I, J LENGTH cV 0 C" LL: + V) Z w 00 a1 24.92' e d- r :2� cLr" 10.00' 7.95' [If 0- o w 0aa i- I -- Ln Mm ao <n cn WEST FLOWLINE PROFILE_ "R1-1" - STOP CURVE TABLE RADIUS CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' 39.19' 24.92' 89'48'40" 2 10.00' 7.95' 4.20' 4534'23" 3 25.00 39.18' 24.91' 89'47'44" 4 25.00' 39.36' 25.09' 90'12'36" 5 25.00' 39.17' 24.90' 89'46'31" 6 17 25.00' 39.35' 25.08' 90'11'20" 25.00' 25.00' 38.64' 24.38' 88'33'41" WEST FLOWLINE PROFILE_ "R1-1" - STOP CURVE - CURVE RADIUS LENGTH 8 70.00' 102.14' 9 288.00' 65.71' 10 761.00' 43.45' 11 10.00' 7.95' 12 25.00' 39.27' 13 52.00' 75.88' 14 270.00' 0 15 743.00' 42.43' 16 34.00' 49.61' 17 252.00' 57.49' 18 725.00' 41.40' 19 25.00' 39.27' SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 726 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED 728 TRACT BOUNDARY 724 CAL -TRANS TYPE VI ARROW BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. UNIT BOUNDARY 722 - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ,720 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 724 IR FURNISH & INSTALL IRRIGATION CONDUIT 718 IC FURNISH & INSTALL INTERCONNECT CONDUIT STANDARD SIDEWALK PER C.O.B. STD. ST -3. 722 Q3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. N N r ^ O rn DUAL UNITS STANDARD PLAN RSP A88A CASE A. 71 g II SAWCUT EXIST. DURING PHASE E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . 3 CONSTRUCTION U 0 ttoo Ito m co co \ 1C3 O r UQ > j Q j W j 0 h 0 v ^ 0 r o O ^ 0 tL r n Y a J Lai N o L w N J w � � Ilw J U W W W II W LLI z n • it w w 0 W W0 Wn Q W W N j j LJLo co O ( J w H W W w N LLI J II. J r n r r� N N r N W w II w N w N W JN W �w J J J J w O J IIJ Lai WJui W I 06an O Lq W _j j of w O � OO W J f 00. o o n n IY N � fl) O D J WW J Uti O JJ O t0 J •J LL J 1 O r wJ w w L j o� W W W U � Lo tOo F- w rn� + LL LL + + N + N W Ljj W LijJ � CU a00 W � J � eF o W O W r-co(I� MMM � �F N M M M r > wi Q w L, Qls:w I m 0 O O 06 "d' C7 Qoa + °oo 0 0 0 o Q N M n� OM c�zxA Z cOo w++ m r -i 0 0 j �r co Of wrnNc rn d 4 4 S=- 000 W a +++0+ W r V) N mM ++ W N '- N Lill N v rQ- � + r + `r m � +�Ln SEE SH 01 W Z w O J w J a ala APPROXIMATE TE EXIS NG N v1 ¢ .. a a ci a A)PROXIMATE, W EXISTING tLi m c i TINUATI N ROXIMA U c-- U) a. ia-Fa- in in m� GRADE @ CENTERLINE J ` s,2• 95 w < w ��.M- fr a O 7 a C6 - - ` vi (�n v~i cn Cc - cn a (n to to m GRADE -v _ Lv ccn co -- -- - - - - -- -- _ - _ Q� N Q (__41V)V) \ SEE SNU Q U M AP ROXIMA EXISTING U \ _ - PROPO ED 16 - - - - -- -- -- -- -- -- - - - - -m a N tn- - - m N U w .70% Nz S=0.3 % - I� LIJ S=0458% \ J�� C' \ - - \\ S=-24% - 5 - - - - - -0.16% - I PROPOS. D CEN RLINE FOR CO TINUA7T N PROPOSED E ST FLOWLINE PROPOSED CENRLINE \ S- 24% W __ I. -SEE SHEET 8 FOR \\ \ � � J . _ \ \ wi \ s w 5 t F 4 Tj k .I ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BC BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE PA PROPERTY UNE BW BACK OF WALK TRC TRAFFIC CALMER PIPE SIZE r- PIPE SIZE " 18"D SEWER \-STORM DRAIN © FURNISH & INSTAL. SURVEY MONUMENT PER C.O.B. STD. ST -13. IQO EXISTING SURVEY MONUMENT --{-- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTAL_ METRO STREET NAME SIGN PER C.O.B. STD. T-1. -0-- FURNISH & INSTAL_ STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: m Noll SOME m- a IS 11111.0, INN' ME mm=01 01 LOW M -0 ME MENNEEN m "R1-1" - STOP CURVE - CURVE RADIUS LENGTH 8 70.00' 102.14' 9 288.00' 65.71' 10 761.00' 43.45' 11 10.00' 7.95' 12 25.00' 39.27' 13 52.00' 75.88' 14 270.00' 61.60' 15 743.00' 42.43' 16 34.00' 49.61' 17 252.00' 57.49' 18 725.00' 41.40' 19 25.00' 39.27' m Noll SOME m- a IS 11111.0, INN' ME mm=01 01 LOW M -0 ME MENNEEN m "R1-1" - STOP "W31(CA)" - END 738 "R6-1" - ONE WAY "W14-1" - DEAD END ® "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 736 "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW GUTTER LIP TO A DEPTH OF 12". "R4-7" - KEEP RIGHT "WI -1" - CURVE ARROW INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 734 A G A -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 732 CALTRANS TYPE IV ARROW, LEFT OR RIGHT 732 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 730 F CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW s SEWER - REFER TO SEWER & STORM DRAIN PLANS 728 AS APPLICABLE, TO BE PAINTED 730 C SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 726 © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED 728 TRACT BOUNDARY 724 CAL -TRANS TYPE VI ARROW BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. UNIT BOUNDARY 722 - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ,720 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 724 IR FURNISH & INSTALL IRRIGATION CONDUIT 718 IC FURNISH & INSTALL INTERCONNECT CONDUIT 10 11 12 13 14 15 16 M3 TR5 16 FURNISH & INSTAL_ SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION CENTERLINE PROFILE Lj FLOWLINE STATION - SEE TABLE 738 HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 1� CENTERLINE STATIONING - SEE TABLE 736AO GUTTER LIP TO A DEPTH OF 12". CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 732 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 734 A G A D C EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT 732 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. B AS APPLICABLE, TO BE PAINTED F [� CALTRANS TYPE I ARROW 726 C II AS APPLICABLE, TO BE PAINTED 730 C CALTRANS TYPE VII ARROW DRAIN IMPROVEMENTS AND DETAILS. 724 2. AS APPLICABLE, TO BE PAINTED 728 c000 O O CAL -TRANS TYPE VI ARROW BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. AS APPLICABLE, TO BE PAINTED 726 CONSTRUCTION O NOTES: 718 �1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 724 0�p o0 N O2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 722 Q3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. N N r ^ O rn DUAL UNITS STANDARD PLAN RSP A88A CASE A. 71 g II SAWCUT EXIST. DURING PHASE E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . 3 CONSTRUCTION U 0 ttoo Ito m co co \ 1C3 O r UQ > j Q j W j 0 h 0 v ^ 0 r o O ^ 0 tL r n Y a J Lai N o L w N J w � � Ilw J U W W W II W LLI z n • it w w 0 W W0 Wn Q W W N j j LJLo co O ( J w H W W w N LLI J II. J r n r r� N N r N W w II w N w N W JN W �w J J J J w O J IIJ Lai WJui W I 06an O Lq W _j j of w O � OO W J f 00. o o n n IY N � fl) O D J WW J Uti O JJ O t0 J •J LL J 1 O r wJ w w L j o� W W W U � Lo tOo F- w rn� + LL LL + + N + N W Ljj W LijJ � CU a00 W � J � eF o W O W r-co(I� MMM � �F N M M M r > wi Q w L, Qls:w I m 0 O O 06 "d' C7 Qoa + °oo 0 0 0 o Q N M n� OM c�zxA Z cOo w++ m r -i 0 0 j �r co Of wrnNc rn d 4 4 S=- 000 W a +++0+ W r V) N mM ++ W N '- N Lill N v rQ- � + r + `r m � +�Ln SEE SH 01 W Z w O J w J a ala APPROXIMATE TE EXIS NG N v1 ¢ .. a a ci a A)PROXIMATE, W EXISTING tLi m c i TINUATI N ROXIMA U c-- U) a. ia-Fa- in in m� GRADE @ CENTERLINE J ` s,2• 95 w < w ��.M- fr a O 7 a C6 - - ` vi (�n v~i cn Cc - cn a (n to to m GRADE -v _ Lv ccn co -- -- - - - - -- -- _ - _ Q� N Q (__41V)V) \ SEE SNU Q U M AP ROXIMA EXISTING U \ _ - PROPO ED 16 - - - - -- -- -- -- -- -- - - - - -m a N tn- - - m N U w .70% Nz S=0.3 % - I� LIJ S=0458% \ J�� C' \ - - \\ S=-24% - 5 - - - - - -0.16% - I PROPOS. D CEN RLINE FOR CO TINUA7T N PROPOSED E ST FLOWLINE PROPOSED CENRLINE \ S- 24% W __ I. -SEE SHEET 8 FOR \\ \ � � J . 10 11 12 13 14 15 740 Lj FLOWLINE STATION - SEE TABLE 738 HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 1� CENTERLINE STATIONING - SEE TABLE 736AO GUTTER LIP TO A DEPTH OF 12". CROSS GRADE BETWEEN CENTERLINE AND FLOWLINE 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 732 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 734 A G PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) D C EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT 732 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. B AS APPLICABLE, TO BE PAINTED F [� CALTRANS TYPE I ARROW 726 C II AS APPLICABLE, TO BE PAINTED 730 SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM CALTRANS TYPE VII ARROW DRAIN IMPROVEMENTS AND DETAILS. 724 2. AS APPLICABLE, TO BE PAINTED 728 c000 O OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO CAL -TRANS TYPE VI ARROW BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. AS APPLICABLE, TO BE PAINTED 726 CONSTRUCTION O NOTES: 718 �1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 724 0�p o0 N O2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 722 Q3 CONSTRUCT HANDICAP RAMP PER DETAIL "1" ON SHEET 2. N N CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED 720 O rn DUAL UNITS STANDARD PLAN RSP A88A CASE A. 71 g II SAWCUT EXIST. DURING PHASE E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . 3 CONSTRUCTION 16 © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. EAST FLOWLINE PROFILE CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB V HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) 736 ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. m COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND 734 GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 732 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE A G IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE D C EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 730 0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. B F NOTES: 726 C 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM M Oto DRAIN IMPROVEMENTS AND DETAILS. 724 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. i c000 O OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 722 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. N ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS O O PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 718 SECTION DESIGNATION: Lo 171 V 0�p o0 N O O N N N O N O rn ^ II _N _N O U 0 ttoo Ito m co co \ 1C3 O > j Q j d Lo j 0 h 0 v ^ 0 r n o 11 O ^ 0 tL r n Y a J Lai N n L w N J w � cq U W W W II W LLI z n • it w w 0 W W0 Wn Q W W W j LJLo to 24 ( W W w N LLI J II. J r n r ~ N N r N W O W w w N W W W t jJ J J w O J IIJ (o co W I 06an m O Lq W w O 06 t- 00 Z J f oc, r o o n n IY N � fl) O D -j U J Uti O JJ O t0 • JJ ta_ � W 1 O r wJ w w L j } W W W U � Lo tOo F- to + LL LL + + N + N W Ljj W LijJ � V u a00 OMO � J � eF < Z Oi W � �F N M M M r � W Q w L, Qls:w I m 0 O O Z O C7 + + + 0 0 0 + Q N M n� OM c�zxA Z cOo SEE m r -i 0 0 j �r co Of � 00 oo a C3 w > O [6 F-- m to d 4 4 S=- 000 +++0+ W r V) N mM ++ W N '- N N Lill N v rQ- � + M + r + `r 0+ + 'r SEE SH 01 W Z w O J w J Q J z0 w N v1 3 a a a ci a A)PROXIMATE, W EXISTING tLi m c i FOR CO TINUATI N ROXIMA U HFF U ia-Fa- m� S= 0.69% J ` s,2• 95 w �R w ��.M- fr a O 7 a C6 - - ` vi (�n v~i cn Cc - cn a (n to to m GRADE -v WLINE Lv ccn co \ - � N m t- �j Q� N Q a \ SEE SNU Q U M AP ROXIMA EXISTING U \ _ - PROPO ED 16 - - - - - - - - - - - - - -m tn� to - - - - -m a N tn- - - m N U w .70% Nz m N \ I� LIJ S=0458% \ J�� C' \ \\ \/-APPROXIMAIE EE SHEET 5 S= -p,51% I S=0.57% FOR CO TINUA7T N PROPOSED E ST FLOWLINE PROPOSED CENRLINE \ S- 24% W __ I. -SEE SHEET 8 FOR \\ \ � � J . _ - 10 11 12 13 14 15 16 k SECTION LETTER 720 718 716 714 712 710 708 706 704 702 700 698 696 722 720 718 716 714 712 710 708 706 704 702 700 698 696 720 718 716 714 712 710 708 706 704 702 700 698 696 VLI 1\LJJLV I.L. LLL Y.-/VT.JV SOLSTICE WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL WEST FLOWLINE PROFILE CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB V HEIGHT AND 71/2" CURB FACE. (SEE DETAIL "2" ON SHEET 2) 736 ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. m COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND 734 GUTTER LIP TO A DEPTH OF 12". 09 INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM1 -3 732 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE G IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE D C EXISTING SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 730 0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 728 F NOTES: 726 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM M Oto DRAIN IMPROVEMENTS AND DETAILS. 724 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. i c000 O OVER 0.75' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 722 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 720 O PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 718 SECTION DESIGNATION: 16 k SECTION LETTER 720 718 716 714 712 710 708 706 704 702 700 698 696 722 720 718 716 714 712 710 708 706 704 702 700 698 696 720 718 716 714 712 710 708 706 704 702 700 698 696 VLI 1\LJJLV I.L. LLL Y.-/VT.JV SOLSTICE WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL WEST FLOWLINE PROFILE m G C D C E E> F 0 M Oto L u 0cq i c000 O Ln M O to M�• Lo 171 V 0�p o0 N O O O cp O rn ^ II Ir�j O U 0 ttoo \ j O > j Q d Lo 0 h 0 v D 0 r n o 11 O ^ 0 tL j Y a J Lai j_ L w J w � O tri w w II j LLI z n • it w w 0 rn Q Wn Q m5 J N LJLo ( W W w w LLI J II. J J Aj CLW LLJ W6 W Lf) wJ W O W N W W 00 � J J JO Oi 06 W I 06an m O Lq W w O 06 t- 00 Z J f oc, r o o n n w > Y fl) O D -j U J Uti O JJ t0 • JJ ta_ \ W W W wJ w w O + W iti LL: + 04 co + LL LL + + + W + N W Ljj W LijJ QI V u Lz VY a J w < ci �> 000 M M M r � W+ mr d U 2i'}JN �� Qls:w I r a U Y a W Q 6U: LI_ w 0 0 0 0 U Q to c�j 0� Od" d N n� OM c�zxA SEE ° 16 S=-' .01% W rn �r co o Y � 00 oo a C3 w > O [6 F-- m to U Lu t~n ° c S=- 000 +++0+ w V) N mM ++ c? � ci � v Q � v rQ- � ow � � `r SEE SH _ETI 6 9 OOO .49% cn Lai cn m a i, i cn zo m .- W , tLi 3 FOR CO TINUATI N ROXIMA U HFF U ia-Fa- U S= 0.69% ` s,2• 95 0 �R w ��.M- fr a O 7 a - 5% ` vi (�n v~i tai (n to to m (ntn WLINE Lv ccn co \ - m N cn UIQ- LLL \ SEE SNU 1 3 AP ROXIMA EXISTING \ _ - PROPO ED 16 wV) J��_FIL x��� OR CON ° _ WES .70% \.52% \ J�� C' \ \\ \/-APPROXIMAIE I EXISTING PROPOSED CENRLINE \ / W \\ \ � � J . _ \ \ wi \ s w 5 t F 4 Tj k .I o c� 10 11 12 13 14 15 CENTERLINE PROFILE m G C D D E E> G 0 L u i Ln to M 0�p o0 N O O O O rn ^ II Ir�j O U 0 O O Q d Lo N O v D o � j j r j_ O tri r II LLI z Wu Q Wn Q Wo J LJLo ( W W Or W LLI J II. J M d: n .--i WJQ-' WJIY wJ Jam' W Jd' W W W 11. J J JO •J �> mw o- O m cocy)06 Lq W w w 06 t- 00 Z J f oc, r o o n n w > Y JJJ O D -j U J Uti O JJ t0 • JJ ta_ 4 Q W W W wJ w w O o W iti LL: + lili + LL LL + + +S + N W W W ti QI V u Lz J J J J w �> 000 M M M� W 1 r606 d U r"Oji U Y a CU Q 6U: LI_ w 0 0 0 0 U Q to c�j 0� Od" d N n� OM c�zxA SEE ° 16 S=-' .01% W rn �r co o Y � 00 oo a C3 w > O [6 F-- m to U Lu t~n d f! c 00 000 +++0+ ++ TINUATI N mM ++ "co - -- O zto g,2• 9 OOO MN '}' �" Orn co W + 3 CUY QaQ ROXIMA U HFF U ia-Fa- U QQ s,2• 95 0 �R w ��.M- fr a O 7 a m C� vi (�n v~i tai (n to to m (ntn WLINE Lv ccn co \ m N cn UIQ- Q \ \ 16 wV) to x��� �V) ° _ S=- .70% \ J�� C' \ \/-APPROXIMAIE I EXISTING PROPOSED CENRLINE \ \\ _ s 1I" 5 t F 4 Tj k .I 10 11 12 13 14 EAST FLOWLINE PROFILE m G D E F G 0 Ln to M 0�p o0 O O O rn ^ cp Ir�j U 0 0 Q 0 D j j j_ �,� S II LLI z Q W Q W J W W W W LLI J II. J M d: n .--i W W W J J JO �> mw o- O m cocy)06 Lq W w w 06 t- 00 Z J f oc, r o o n n w > 0 O O D d- O t0 0 6 4 Q W W W w O o OO + + + + + +S + N W W W w w QI _ CAH \Q M M M� W 1 Q d d U U Y a CU Q a U Q Q� d N d U c�zxA SEE ° 16 S=-' .01% W rn ul (~n F-- m to U Lu t~n d f! c LLJ O m CoET FOR C TINUATI N - -- g,2• E� g t S 6O 3 AP ROXIMA EXISTING s,2• 95 0 �R AST FL WLINE \ \ \ 16 \ J�� C' \ a.- \\ _ s 1I" 5 t F 4 Tj k .I U MII 12 13 M m 15 r 720 718 716 714 712 710 708( 706 704 702 700 698 696 722 720 718 716 714 712 710 708 706 704 702 700 698 696 720 718 716 714 712 700 698 696 m z 0 Ln W Q D