Loading...
HomeMy WebLinkAbout1.1-6865 Ph 3 Record DrawingSTREET COASTRUCTIOA PLANS TRACT NO. 6865 PHASE 3 CITY OF BAKERSFtALD AERN COUNTY CALIFORNIA ASPHALT NOTES ASPHALT CONCRETE PAVING NOTES 1. Asphalt Concrete shall be Type 'A' (modified) for all arterial and collector streets and Type 'B' (modified) for local streets and sholl conform to the provisions in Section 39. "Asphalt Concrete", of the Standard Specifications and these Special Provisions. 2. 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 Standard Specifications for ? inch maximum, medium grading. 3. Asphalt Binder for Type 'A' (modified) Asphalt Concrete shall be PG 64-10 performance graded asphalt, unless otherwise directed by the City Engineer. Asphalt Binder for Type 'B' (modified) Asphalt Concrete shall be PG 64-10 Performance graded asphalt, unless otherwise directed by the City 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. 4. The amount of the Asphalt Binder to be mixed with the Mineral Aggregate shall be determined by the Contractor in accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of Asphalt Binder shall be approved by the City Engineer. 5. At least 14 days prior to the start of work, the Contractor shall submit the following for the City Engineers 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 so Section 39-2.02, "Aggregate", of the Standard Specifications and these Special Provisions. Material sieve analysis and sand equivalent test results shall not be older than six (6) months. All other test results shall be no 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 39-202, "Aggregate', of the Standard Specifications and these Special Provisions. If the data submitted shows that the materials are substantially the same as when the design was prepared, the design may be up to three (3) years old. The Contractor shall bear all the costs associated with the asphalt concrete ON design. 6. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement is to be saw cut in a neat straight line, either parallel or perpendicular to the centerline of the street, and at a minimum distance of one (1) foot from the existing edge of pavement. 7. A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asphalt concrete. However, all other requirements of Section 39-4.01, "Subgrade , of the Standard Specifications shall be met. 8. The area to which Point 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. 9. Paving seams shall be located to match designed traffic lane stripe locations unless otherwise permitted by the City Engineer. 10. Intersections and tapered shoulders shall be surfaced as directed by the City Engineer. Additional asphalt concrete shall be placed at road connections and private drive where shown on the plans and as directed by the City Engineer and shell be hand raked, if necessary, and compacted to form smooth, tapered connections. 11. 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 pop", or other approved bond breaker, may be placed under the conforms to facilitate the removal of the conforms when paving operation resume. 12. Where compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operations shell be conducted in such a manner that the layer of asphalt concrete is placed on all contiguous lanes of the traveled way before the tones are opened to public traffic. At the and 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 Ione. 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 band breaker. may be placed under the conforms to facilitate the removal of the conforms when paving operation resume. 13. Asphalt Concrete shall be compacted to a minimum of 92 percent of the maximum theoretical density as determined by ATSM D-2041. In-place density shall be determined in accordance with California Test 375. 14. 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 procedure% or both, if needed, are to be adjusted. 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 specific range, the asphalt concrete represented by that lot shall be removed and replaced enal that meet The In -Place Density requirements. 15. If t A .a,w-, aam far. any to, of asphalt concrete indicate that the relative compaction is either less than 90 percent or more than 96 percent 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 tips aanboctors expense. 16. The Field Density of compacted asphalt concrete shell 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. C. In case of dispute, method "B" shall be used. 17. If the finished surface of the asphalt concrete does not meet the specified surface tolerance% it shall be brought within tolerance by either: A. Abrasive grinding with equipment utilized diamond blades, S. Removal and replacement, or C. Placement of as asphalt concrete overlay. The method will be selected by the City Engineer. The corrective work shall be at the contractor's expense. 18. 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 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 conform to the requirements In the first paragraph and the Inst four paragraphs of section 42-2.02, "Construction , of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the contractor's expense. The Fog Seo( coat shall be either rejuvenating agent or asphalt emulsion as directed by the City Engineer. 19. Arterial and collector street base material shall be crushed aggregate base (CAB) conforming to Section 200-2.2 of the Gmenbook'. Base material for local streets shall be CAB or fine gradation Crushed Miscellaneous Base (CMB) conforming to Section 200-2.4 of the "Greenbook"??. ?.which allows up to 50% of the volume to be reclaimed asphalt concrete Portland cement concrete, lean concrete bass, cement treated base or a combination of these materials Other recycled bases shall not be allowed. Aggregate base shall be compacted to a minimum of 95% of maximum dry density. 20. Paving contractor shall grade the paving areas to the following modified Caltrans standard specification section 19-1.03 per the City of Bakersfield: Immediately prior to placing subsequent layers of material thereon, the grading plane shall conform to the following: A. When asphalt concrete or asphalt concrete base is to be place on the grading plane, the grading plane at any point shall not vary more than 0.04 foot above or below the grade established by the engineer. B. When the subbase or base material (other than asphalt concrete base) is to be place on the grading plane, the grading plane at any paint shall not vary more than 0.04 foot above or below the grade established by the engineer.. PAD 1.5' B A B C 26' 8' 18' 30' 10' 20' 30' 1 12' 18' SEE PLANS FOR STREET DIMENSIONS STANDARD NOTES 1. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER PRIOR TO THE AGGREGATE BASE BEING INSTALLED. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABILITY ARISING FOR THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE: (805)326-3049. 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 9. DELMARTER AND ASSOCIATES CIVIL ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DELMARTER AND ASSOCIATES ENGINEERING. 10, COMPACTION TEST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR/ DEVELOPER, NUMBER AND LOCATION OF THE TEST TO BE DETERMINED BY THE CITY ENGINEER. 11. WARNING/REGULATORY SIGN PANELS SHALL BE MOUNTED ON POSTS W/HAWKINS M2G SERIES BOLT & VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 6 INCHES FROM BACK. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (1-800-642-2444). 13. 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 THE ISSUANCE OF THE PERMIT. 14. 95% COMPACTION UNDER A MINIMUM OF ONE (1) FOOT ON EACH SIDE OF ALL CROSS GUTTERS TO A DEPTH OF ONE (1) FOOT. 15. ALL STATIONS AND ELEVATIONS ARE TO GUTTER FLOWUNES UNLESS OTHERWISE INDICATED. ALL CURB RETURNS GRADIENTS ARE 0.50% UNLESS OTHERWISE INDICATED. 16. ALL UTILITY MANHOLES AND VAULTS SHALL BE RAISED TO FINISHED GRADE. 17. ALL DRIVEWAY WIDTHS & LOCATIONS SHALL BE IN ACCORDANCE WITH C.O.B. STD T-17. 18. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA) WHICH ARE CALIFORNIA CODES. 19. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 20. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 21. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN ON THE APPROVED PLANS. SHOULD CONDITIONS HE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 22. LUMINAIRES SHALL BE SOLID STATE UGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 23. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. NOTE SECTIONS SHOWN ARE SCHEMATIC ONLY AND HAVE NO SCALE ABOVE F/L TYPICAL TYPE "A" CURB AND GUTTER W/4.5' WIDE SIDEWALK T.1 = 4.5 - MIN. "R" VALUE = 15 0.20' TYPE "B" ASPHALT CONCRETE 0.65' AGGREGATE BASE R = 78 MIN. 0.50' NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY LOCAL STREET SECTION EAST PACHECO ROAD PEI Z al w o E- z x EAST FAIRVIEW ROAD H GO TRACT 6865-3 04 ESTIMATED EAST PANAMA LANE VICINITY MAP N.T.S. QUANTITIES ST -1 CURB & GUTTER ST -3 TYPE "B" CURB & GUTTER 7233 LF MEDIAN CURB 2640 LF SIDEWALK 35142 SF WHEELCHAIR RAMP 14 SF DRIVEWAY 7324 LF ROADWAY EXCAVATION 3364 CY AC PAVING 3425 TON AGGREGATE BASE 5260 CY MONUMENT 14 EA STREET LIGHT 100 WATT 2 EA STREET LIGHT 70 WATT 10 EA METRO STREET SIGN 2 EA STANDARD STREET SIGN 12 EA TRAFFIC CONTROL SIGN 6 EA CROSS GUTTER 1672 SF SAWCUT 1704 LF CITY OF BAKERSFIELD / CAL -TRANS STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. NO. DESCRIPTION ST -1 CURB & GUTTER ST -3 SIDEWALK ST -7 RESIDENCE DRIVEWAY ST -9 THROUGH ST -11 STREET SPECIFICATIONS ST -13 SURVEY MONUMENT ST -14 STREET LIGHT ST -17 WIDE CROSS GUTTER ST -18 MEDIAN CURBS T-1 STREET NAME SIGN T-17 ACCESS LOCATION T-2 MISC. SIGN DETAIL RSP A88A HANDICAP RAMP PER CAL -TRANS STD. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT' (NOT) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITHIN STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C372217 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 6' MASONRY WALL VAR SEE WALL PLANS 1 z' PAD 2,T t0-` VARIES TYPICAL TYPE "A" CURB AND GUTTER W/5.5' WIDE SIDEWALK R JALPAN AVENUE SHEET IIW.JC/0 KEY MAP n REVIEWED BY ASST. PUBLIC WORKS DIRECTOR REVIEWED BY TRAFFIC ENGINEER amu- 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 BOARDS. SHEET SHEET N89°31'28"W FOR THE C/L BENCH MARK USED 1. TITLE 5. CHAPULTEPEC AVENUE NO. 11250 PARCEL MAP BK. 2. EAST PANAMA LANE AGAM COURT SABUGO COURT TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF 3. EAST PANAMA LANE (CONT) EAST PANAMA LANE AND SOUTH UNION AVENUE 6. CANDIA AVENUE ARLITOS STREET ELEV. = 361.36 U.S.C.S. JALPAN AVENUE 4. AVENUE CORRESALAZA BENCH MAW p�/ SET ® �Vl.+ /"i1�11O �7 AVEORA SALAZAR AVENUE NE CORNER CONCRETE ENCASEMENT © INTERSECTION OF EAST PANAMA LANE AND SPARKS STREET ELEV. = 362.32 U.S.G.S. BASIS OF BEARINGS ;AL TYPE "M" MEDIAN CURB PLANS FOR ACTUAL LOCATION CUT T.I. = 8.5 MIN. "R" VALUE = 15 rtkm��;""� w J5geR...c7 Pi ci��:'lnMAt� �� ca RC 417564 DATE 0.45' TYPE ASPHALT CONCRETE 1.35' AGGREGATE BASE R = 78 MIN. 0.70 NATURAL GROUND COMPACTED TO 95% MAX. REL. DENSITY E. PANAMA LANE SECTION SEE SHEET 2 & 3 FOR CROSS SECTIONS OR VEER. THE BEARINGS OF N89°31'28"W FOR THE C/L OF EAST PANAMA LANE PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG. 103 1.1-b8bb Ph 3 01 _J I TRACT = O 20' 20' 0 MASONRY WALL m I L- J m + BOUNDARY n N R1-1 SEE WALL PLANS _ I a OFFSITE DEDICATOR & I� I MASONRY WALL 1 R/W 1 \� _ _ PEDESTRIAN WALKWAY o SEE WALL PLANS O N 'a T Z J- EASEMENT BY DOC. NOS. N n (10 �� h R/W R26 CA) O LOT B - + I 0217094163-0217094166 O.R. I- + R/W --_______________----------------------r---- FUTURE CURB UNE m RELOCATE EXIST A R81 /R26(CA) C2 R26(CA w R7-9 x ry (CA) W ____ J I TRAFFIC SIGNALS &HAND f NG T -I -I -i R26 z a _ u+i GUY POLES C I HOLES TO REMAIN _________________________________ Cl Q J U I RELOCATE EXISTING SIGNS & SEE BAY TAPER PAVE ADDITIONAL LANE w/ HAND HOLE AS DIRECTED EDGE ADD'L PAVING TABLE 1 'CO 1O REMOVE EXIST UTUTES RELOCATE HANOHOLES & SAW WT ®E%IST FOG UNE �) ,�--- ®50 CHA NELI200' LONG - Q U a PHASE 3 -- PLACE CHANNEUZERS _ RETURN & PAVE RELOCATE HANDHOLE 1 to EAST PANAMA LANE EXIST FOG LINE 601 ~ R = 20' -O _ _ _ - O - lb - W _ 12+89.09 >,:- Q 0+00 0 2+70.00 n _ __-- _ ^ 8+28.3- ]+20.0 7+68.43 N] 14+00 I` 1+00 2+00 3+00 4+00 FUTURE MEDIAN +0 +0 +0 589'31'28 Ems_ N t I -1- 4+15.55 ---_ - - SAW CUT ®Y SOUTH OF MEDIAN LINE &REPAVE PER SHEET 1 SEE LANDSCAPING PLANS FOR MEDIAN LANDSCAPING EXISTING FLOWJNE NORTH f SOUTH NORTH SOUTH NORTH f SOUTH r NORTH rr SOUTH R/W R/W R/W R/W R/W R/W �- R/W R/IN Q 7.00' 49.68' 49.75' 7.00' r2t 59.00' 48.00' 7.00' 7.00' 48.00' 48.00' 7.00' Q 7.00' 48.00' 48.00' 7.00' 6.11• 700 oo' .Do'7.o0 Do' 2' 3.46 2• 2' IIIA x',17 III��' 2 2' 2001-2.00' 2• 2' 2.00' 2• G G h 6l 90 Z 62hh '2 N� d° �OzF--K=2eh� so 2% 2Y 6 2.56.'6 se c^' 6^1' Q 2% �`� >o eh e>� 2y, 2% �, a" 1.54% 1.729, s.�p 2% e"' 1.58% .21% ' o O -- 1.72$ cuss 2% h 6^' 2r0% 1.94% >> 1 � m STA. 6+28.54 STA. 8+18.64 STA. 3+05.55 STA. 17+74.35 NOTE, rt SIGN NUMBERS ARE FEDERAL CODES UNLESS C ALE S INDICATED BY (CA) WHICH INDICATE CALIFORNIA CODES. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS HO RIZ. 1"=50' STANDARD SPECIFICATONS PTH-02ALKYD UNLESS VERT: OTHERWISE NOTED. VERT.[ 11 - 2 y 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 i i 1 I , m I 1 1 1 r 1 'z N F o 6Z w ¢¢ 1 1 ----------- ---------- _1 _1u._J- i t - - _m. _ 11, cm5 i`o < I .. .. - <01 2 z 1 O+ + + w 0 + FOG LINE PROFILE' 1Y-15' M 11 Amo j r r NORTH OF CENTER UNE 2 ___.__.___ _-____._ _ i 362 i_- --r '0.2009. -0.200% 1 ! 0.2009 !, I iI i _. ____. V. .__-___.. _. .__.._.._ 1._____. ___ _ _ .. ____._ _ _____. _._ NORTi-GUTTER PROFILE -..---.... _.-__..___.__ _.__ _ ______-______._._ ___.___ .._ 1 ____ __-L...__ ___. _ _-____. II_ .__.... _. _. ..._..__36O 360 --- -- " -- - --- - -- - -- - ---'- ----`- -- `- ----- r --- --- - - - - - - - r -- ------- -- ----r - 11 $- i j 1 i i i j i ' I ; 1 I , � I I I � I I I 1 1 j I i 4 n n 1358 MME AN WAS ORIGINALLY DESIGNED FOR TRACTS NOS. 6333 AND 6712. r w THOSE DESIGN GRADES ARE SHOWN AS (00.00). THIS MEDIAN HAS BEEN o F o F o 0 0 o F RS -i n MODIFIED TO ACCOMMODATE THE LEFT TURNS INTO ARUTOS. VEGA AND 0 SPARKS STREETS SOME PREVIOUSLY DESIGNED GRADES HAS BEEN CHANGED ;'_ o m m m w w o TYPE "O" (CA) II ob TO CREATE CROSS SECTION SLOPES THAT CONFORM TO CITY STANDARDS °y w w Y a w R6 -/R 00 m w r m 00 0C, 1 0 0 C, b C, a m o Nmot000 o onm o 00 r2 rn a m e� r vi o m V a' U W W J Um J J I I J] �6N1 17 - '"° 1 WAY MEDIAN OPENING io a w mm C, FUTURE CURB UNE < m n o a a, m �o, m m m m o SIGNAGE DETAIL _ 'Ni r N -'a- w ___ Z V V + + n n n+ n a w + w ++ + ++ W w m "________________ m m 'R �o n TYPE IV ARROWS TYP. m ^1O Z 0 In 0 0o S^ ______________________________ rv< Z DETAIL A Z I- o ro + EDGE ADD'L PAVING n n _ ^ DETAIL 39 DETAIL 39 = W + 11 $ S DETAIL 278 n x BIKE LANE PAVEMENT MARKING 0 N DETAIL 278 2 CLEAR h `L/PERSON PER CALTRANS STD A -24C `Y 60 /FUTURE MEDIAN 6 SEE BAY TAPER 0" % 6,0 bh 6+28.43 C560"ryh 7+20.00 N 7+68.43 6^N "'10 �', "', .5 Q W 0+00 REMOVE 2+7000 A 3+9 -----------.-.---- ,�g C DETAIL 38 EXIST STRIPING 6•TABLE 2 ,�- Ct N C3714: `a1__ REMOVE EXIST STRIPING R4 7 ,y 1 O TYPE IV ARROWS TYP.C4 C30 ___ DETAIL 3 '6 pl hOof C2 l�' C C __ _ _ _______�_ __ ____ E BAY TAPER`O '%h hEXIST STRIPING `NEW DETAIL 22 -._-� 9 b TggLL 3 6`i' CONST MEDIAN WITH PHASE 3 NOTE: ALL GRADES AT MEDIAN ARE PAVING ELEVATIONS NOTES & LEGEND I TRAFFIC CONTROL SIGN 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK a PER C.O.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 Q PAVE WITH 0.45' A.C. OVER 1.35' AB. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 _- INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 p PROPOSED SEWER OR STORM DRAIN MANHOLE BAY TAPER Q BAY TAPER TABLE 3 CURVE TABLE - _- `� m 9.00' RT U) LJ 2+80.00 r a 11.21' RT vm 2 7.75' RT 1 B+b2.UB 48.85 LI 10.56' RT 3+00.00 6.19' RT 7 9.49' RT 3+10.00 m m O= BAY TAPER TABLE 1 e 7 4.54'3+50.00 a NO PART T A a a o 9+67.Ds 48.17 LT CURVE m n LENGTH 3+70.00 w Ir 1.48' LT STATION OFFSET FROM CA N w ¢ M 11.00' LT 5+66.77 2.34' LT m 9+92.09 48.00' LT n o Z r vai_ m J 9+32.09 59.00' LT m m t Naw of o Cl m 30.48 M v1 9+37.09 58.83' LT m w W ' 71 m 7(1 w I 1 ( i 1 f 77 78 u 1 90'07'53"._--_30' 30.07 47.19' 9+42.09 58.31' LT 9+47.09 57.45' LT E W W 'R J W o o x a t x 9+52.09 56.25' LT 9+62.09 53.50' LT < o o Z I m a ;0417 a a 9+72.09 50.75' LT W o a in (O 1 rc a Mme` a 9+77.09 49.55' LT N ceuaerm a o - F m m �z 01 _J I TRACT = O 20' 20' 0 MASONRY WALL m I L- J m + BOUNDARY n N R1-1 SEE WALL PLANS _ I a OFFSITE DEDICATOR & I� I MASONRY WALL 1 R/W 1 \� _ _ PEDESTRIAN WALKWAY o SEE WALL PLANS O N 'a T Z J- EASEMENT BY DOC. NOS. N n (10 �� h R/W R26 CA) O LOT B - + I 0217094163-0217094166 O.R. I- + R/W --_______________----------------------r---- FUTURE CURB UNE m RELOCATE EXIST A R81 /R26(CA) C2 R26(CA w R7-9 x ry (CA) W ____ J I TRAFFIC SIGNALS &HAND f NG T -I -I -i R26 z a _ u+i GUY POLES C I HOLES TO REMAIN _________________________________ Cl Q J U I RELOCATE EXISTING SIGNS & SEE BAY TAPER PAVE ADDITIONAL LANE w/ HAND HOLE AS DIRECTED EDGE ADD'L PAVING TABLE 1 'CO 1O REMOVE EXIST UTUTES RELOCATE HANOHOLES & SAW WT ®E%IST FOG UNE �) ,�--- ®50 CHA NELI200' LONG - Q U a PHASE 3 -- PLACE CHANNEUZERS _ RETURN & PAVE RELOCATE HANDHOLE 1 to EAST PANAMA LANE EXIST FOG LINE 601 ~ R = 20' -O _ _ _ - O - lb - W _ 12+89.09 >,:- Q 0+00 0 2+70.00 n _ __-- _ ^ 8+28.3- ]+20.0 7+68.43 N] 14+00 I` 1+00 2+00 3+00 4+00 FUTURE MEDIAN +0 +0 +0 589'31'28 Ems_ N t I -1- 4+15.55 ---_ - - SAW CUT ®Y SOUTH OF MEDIAN LINE &REPAVE PER SHEET 1 SEE LANDSCAPING PLANS FOR MEDIAN LANDSCAPING EXISTING FLOWJNE NORTH f SOUTH NORTH SOUTH NORTH f SOUTH r NORTH rr SOUTH R/W R/W R/W R/W R/W R/W �- R/W R/IN Q 7.00' 49.68' 49.75' 7.00' r2t 59.00' 48.00' 7.00' 7.00' 48.00' 48.00' 7.00' Q 7.00' 48.00' 48.00' 7.00' 6.11• 700 oo' .Do'7.o0 Do' 2' 3.46 2• 2' IIIA x',17 III��' 2 2' 2001-2.00' 2• 2' 2.00' 2• G G h 6l 90 Z 62hh '2 N� d° �OzF--K=2eh� so 2% 2Y 6 2.56.'6 se c^' 6^1' Q 2% �`� >o eh e>� 2y, 2% �, a" 1.54% 1.729, s.�p 2% e"' 1.58% .21% ' o O -- 1.72$ cuss 2% h 6^' 2r0% 1.94% >> 1 � m STA. 6+28.54 STA. 8+18.64 STA. 3+05.55 STA. 17+74.35 NOTE, rt SIGN NUMBERS ARE FEDERAL CODES UNLESS C ALE S INDICATED BY (CA) WHICH INDICATE CALIFORNIA CODES. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS HO RIZ. 1"=50' STANDARD SPECIFICATONS PTH-02ALKYD UNLESS VERT: OTHERWISE NOTED. VERT.[ 11 - 2 y 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 i i 1 I , m I 1 1 1 r 1 'z N F o 6Z w ¢¢ 1 1 ----------- ---------- _1 _1u._J- i t - - _m. _ 11, cm5 i`o < I .. .. - <01 2 z 1 O+ + + w 0 + FOG LINE PROFILE' 1Y-15' M 11 Amo j r r NORTH OF CENTER UNE 2 ___.__.___ _-____._ _ i 362 i_- --r '0.2009. -0.200% 1 ! 0.2009 !, I iI i _. ____. V. .__-___.. _. .__.._.._ 1._____. ___ _ _ .. ____._ _ _____. _._ NORTi-GUTTER PROFILE -..---.... _.-__..___.__ _.__ _ ______-______._._ ___.___ .._ 1 ____ __-L...__ ___. _ _-____. II_ .__.... _. _. ..._..__36O 360 --- -- " -- - --- - -- - -- - ---'- ----`- -- `- ----- r --- --- - - - - - - - r -- ------- -- ----r - 11 $- i j 1 i i i j i ' I ; 1 I , � I I I � I I I 1 1 j I i 4 n n 1358 MME AN WAS ORIGINALLY DESIGNED FOR TRACTS NOS. 6333 AND 6712. r w THOSE DESIGN GRADES ARE SHOWN AS (00.00). THIS MEDIAN HAS BEEN o F o F o 0 0 o F RS -i n MODIFIED TO ACCOMMODATE THE LEFT TURNS INTO ARUTOS. VEGA AND 0 SPARKS STREETS SOME PREVIOUSLY DESIGNED GRADES HAS BEEN CHANGED ;'_ o m m m w w o TYPE "O" (CA) II ob TO CREATE CROSS SECTION SLOPES THAT CONFORM TO CITY STANDARDS °y w w Y a w R6 -/R 00 m w r m 00 0C, 1 0 0 C, b C, a m o Nmot000 o onm o 00 r2 rn a m e� r vi o m V a' U W W J Um J J I I J] �6N1 17 - '"° 1 WAY MEDIAN OPENING io a w mm C, FUTURE CURB UNE < m n o a a, m �o, m m m m o SIGNAGE DETAIL _ 'Ni r N -'a- w ___ Z V V + + n n n+ n a w + w ++ + ++ W w m "________________ m m 'R �o n TYPE IV ARROWS TYP. m ^1O Z 0 In 0 0o S^ ______________________________ rv< Z DETAIL A Z I- o ro + EDGE ADD'L PAVING n n _ ^ DETAIL 39 DETAIL 39 = W + 11 $ S DETAIL 278 n x BIKE LANE PAVEMENT MARKING 0 N DETAIL 278 2 CLEAR h `L/PERSON PER CALTRANS STD A -24C `Y 60 /FUTURE MEDIAN 6 SEE BAY TAPER 0" % 6,0 bh 6+28.43 C560"ryh 7+20.00 N 7+68.43 6^N "'10 �', "', .5 Q W 0+00 REMOVE 2+7000 A 3+9 -----------.-.---- ,�g C DETAIL 38 EXIST STRIPING 6•TABLE 2 ,�- Ct N C3714: `a1__ REMOVE EXIST STRIPING R4 7 ,y 1 O TYPE IV ARROWS TYP.C4 C30 ___ DETAIL 3 '6 pl hOof C2 l�' C C __ _ _ _______�_ __ ____ E BAY TAPER`O '%h hEXIST STRIPING `NEW DETAIL 22 -._-� 9 b TggLL 3 6`i' CONST MEDIAN WITH PHASE 3 NOTE: ALL GRADES AT MEDIAN ARE PAVING ELEVATIONS NOTES & LEGEND I TRAFFIC CONTROL SIGN 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK a PER C.O.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 Q PAVE WITH 0.45' A.C. OVER 1.35' AB. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 _- INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 p PROPOSED SEWER OR STORM DRAIN MANHOLE BAY TAPER Q BAY TAPER TABLE 3 CURVE TABLE - _- `� m 9.00' RT U) LJ 2+80.00 r a 11.21' RT vm 2 7.75' RT 1 B+b2.UB 48.85 LI 10.56' RT 3+00.00 6.19' RT 7 9.49' RT 3+10.00 m m O= 3+30.00 e 7 4.54'3+50.00 a NO PART T A C, o 9+67.Ds 48.17 LT CURVE DELTA RADIUS TANGENT LENGTH 3+70.00 w Ir 1.48' LT F_ N w ¢ < 11.00' LT 5+66.77 2.34' LT m 9+92.09 48.00' LT Z vai_ m J m m a Naw of m Cl 90'54'37" 30' 30.48 47.60 v1 m w W 77 71 m 7(1 w I 1 ( �moF- 1 1 f 77 78 02 1 90'07'53"._--_30' 30.07 47.19' 01 _J I TRACT = O 20' 20' 0 MASONRY WALL m I L- J m + BOUNDARY n N R1-1 SEE WALL PLANS _ I a OFFSITE DEDICATOR & I� I MASONRY WALL 1 R/W 1 \� _ _ PEDESTRIAN WALKWAY o SEE WALL PLANS O N 'a T Z J- EASEMENT BY DOC. NOS. N n (10 �� h R/W R26 CA) O LOT B - + I 0217094163-0217094166 O.R. I- + R/W --_______________----------------------r---- FUTURE CURB UNE m RELOCATE EXIST A R81 /R26(CA) C2 R26(CA w R7-9 x ry (CA) W ____ J I TRAFFIC SIGNALS &HAND f NG T -I -I -i R26 z a _ u+i GUY POLES C I HOLES TO REMAIN _________________________________ Cl Q J U I RELOCATE EXISTING SIGNS & SEE BAY TAPER PAVE ADDITIONAL LANE w/ HAND HOLE AS DIRECTED EDGE ADD'L PAVING TABLE 1 'CO 1O REMOVE EXIST UTUTES RELOCATE HANOHOLES & SAW WT ®E%IST FOG UNE �) ,�--- ®50 CHA NELI200' LONG - Q U a PHASE 3 -- PLACE CHANNEUZERS _ RETURN & PAVE RELOCATE HANDHOLE 1 to EAST PANAMA LANE EXIST FOG LINE 601 ~ R = 20' -O _ _ _ - O - lb - W _ 12+89.09 >,:- Q 0+00 0 2+70.00 n _ __-- _ ^ 8+28.3- ]+20.0 7+68.43 N] 14+00 I` 1+00 2+00 3+00 4+00 FUTURE MEDIAN +0 +0 +0 589'31'28 Ems_ N t I -1- 4+15.55 ---_ - - SAW CUT ®Y SOUTH OF MEDIAN LINE &REPAVE PER SHEET 1 SEE LANDSCAPING PLANS FOR MEDIAN LANDSCAPING EXISTING FLOWJNE NORTH f SOUTH NORTH SOUTH NORTH f SOUTH r NORTH rr SOUTH R/W R/W R/W R/W R/W R/W �- R/W R/IN Q 7.00' 49.68' 49.75' 7.00' r2t 59.00' 48.00' 7.00' 7.00' 48.00' 48.00' 7.00' Q 7.00' 48.00' 48.00' 7.00' 6.11• 700 oo' .Do'7.o0 Do' 2' 3.46 2• 2' IIIA x',17 III��' 2 2' 2001-2.00' 2• 2' 2.00' 2• G G h 6l 90 Z 62hh '2 N� d° �OzF--K=2eh� so 2% 2Y 6 2.56.'6 se c^' 6^1' Q 2% �`� >o eh e>� 2y, 2% �, a" 1.54% 1.729, s.�p 2% e"' 1.58% .21% ' o O -- 1.72$ cuss 2% h 6^' 2r0% 1.94% >> 1 � m STA. 6+28.54 STA. 8+18.64 STA. 3+05.55 STA. 17+74.35 NOTE, rt SIGN NUMBERS ARE FEDERAL CODES UNLESS C ALE S INDICATED BY (CA) WHICH INDICATE CALIFORNIA CODES. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS HO RIZ. 1"=50' STANDARD SPECIFICATONS PTH-02ALKYD UNLESS VERT: OTHERWISE NOTED. VERT.[ 11 - 2 y 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 i i 1 I , m I 1 1 1 r 1 'z N F o 6Z w ¢¢ 1 1 ----------- ---------- _1 _1u._J- i t - - _m. _ 11, cm5 i`o < I .. .. - <01 2 z 1 O+ + + w 0 + FOG LINE PROFILE' 1Y-15' M 11 Amo j r r NORTH OF CENTER UNE 2 ___.__.___ _-____._ _ i 362 i_- --r '0.2009. -0.200% 1 ! 0.2009 !, I iI i _. ____. V. .__-___.. _. .__.._.._ 1._____. ___ _ _ .. ____._ _ _____. _._ NORTi-GUTTER PROFILE -..---.... _.-__..___.__ _.__ _ ______-______._._ ___.___ .._ 1 ____ __-L...__ ___. _ _-____. II_ .__.... _. _. ..._..__36O 360 --- -- " -- - --- - -- - -- - ---'- ----`- -- `- ----- r --- --- - - - - - - - r -- ------- -- ----r - 11 $- i j 1 i i i j i ' I ; 1 I , � I I I � I I I 1 1 j I i 4 n n 1358 MME AN WAS ORIGINALLY DESIGNED FOR TRACTS NOS. 6333 AND 6712. r w THOSE DESIGN GRADES ARE SHOWN AS (00.00). THIS MEDIAN HAS BEEN o F o F o 0 0 o F RS -i n MODIFIED TO ACCOMMODATE THE LEFT TURNS INTO ARUTOS. VEGA AND 0 SPARKS STREETS SOME PREVIOUSLY DESIGNED GRADES HAS BEEN CHANGED ;'_ o m m m w w o TYPE "O" (CA) II ob TO CREATE CROSS SECTION SLOPES THAT CONFORM TO CITY STANDARDS °y w w Y a w R6 -/R 00 m w r m 00 0C, 1 0 0 C, b C, a m o Nmot000 o onm o 00 r2 rn a m e� r vi o m V a' U W W J Um J J I I J] �6N1 17 - '"° 1 WAY MEDIAN OPENING io a w mm C, FUTURE CURB UNE < m n o a a, m �o, m m m m o SIGNAGE DETAIL _ 'Ni r N -'a- w ___ Z V V + + n n n+ n a w + w ++ + ++ W w m "________________ m m 'R �o n TYPE IV ARROWS TYP. m ^1O Z 0 In 0 0o S^ ______________________________ rv< Z DETAIL A Z I- o ro + EDGE ADD'L PAVING n n _ ^ DETAIL 39 DETAIL 39 = W + 11 $ S DETAIL 278 n x BIKE LANE PAVEMENT MARKING 0 N DETAIL 278 2 CLEAR h `L/PERSON PER CALTRANS STD A -24C `Y 60 /FUTURE MEDIAN 6 SEE BAY TAPER 0" % 6,0 bh 6+28.43 C560"ryh 7+20.00 N 7+68.43 6^N "'10 �', "', .5 Q W 0+00 REMOVE 2+7000 A 3+9 -----------.-.---- ,�g C DETAIL 38 EXIST STRIPING 6•TABLE 2 ,�- Ct N C3714: `a1__ REMOVE EXIST STRIPING R4 7 ,y 1 O TYPE IV ARROWS TYP.C4 C30 ___ DETAIL 3 '6 pl hOof C2 l�' C C __ _ _ _______�_ __ ____ E BAY TAPER`O '%h hEXIST STRIPING `NEW DETAIL 22 -._-� 9 b TggLL 3 6`i' CONST MEDIAN WITH PHASE 3 NOTE: ALL GRADES AT MEDIAN ARE PAVING ELEVATIONS NOTES & LEGEND I TRAFFIC CONTROL SIGN 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL METRO STREET SIGN PER C.O.B. STD. S-40 STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK a PER C.O.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 Q PAVE WITH 0.45' A.C. OVER 1.35' AB. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 _- INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 p PROPOSED SEWER OR STORM DRAIN MANHOLE BAY TAPER TABLE 2 BAY TAPER TABLE 3 STATION IOFFSET FROM CAp4+76.77 N OFFSET FROM CA 2+70.00 9.00' RT 11.42'RT 2+80.00 8.69' RT 11.21' RT 2+90.00 7.75' RT 10.56' RT 3+00.00 6.19' RT 7 9.49' RT 3+10.00 4.00' RT 7 7.98' RT 3+30.00 1.00' LT 7 4.54'3+50.00 6.00' LT 7 1.103+60.00 8.19' LT 7 0.41' LT 3+70.00 9.75'LT 7 1.48' LT 3+80.00 10.69' LT5+59.27 2.13' LT 3+90.00 11.00' LT 5+66.77 2.34' LT �y xE�9rPcy ELMARTER & Assoc. EAST PANAMA LANE ENCINEERs �N- m DELMARTER & ASSOC. "O' 17bfi4 2019 KESTMNO DRIW s1E'C' 6A0T?SR0D. CA. 9WGI /l p a BY: ^"'R %ON IE 32]-1988 FAX 327-1952 JAMES K. DELMART R -' LA N ( k " A' "" ' v1' CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A -5- PROPOSED SEWER LINE 4'ez�' K'�a.t,.ro5f�1 A e =SD= PROPOSED STORM DRAIN F5'z6�J j*5} f ra Al EL 'P'T7 s ...«..e, �rqp cIV1L �`p f pF 6ALT10Q MEDIAN CURVE TABLE A9 � IIj SURVEYORS 6re�eRtt uxc s�egw RAFnxc JOB N0.14091B OFESSIp _ ea^ x.. TRACT NO. 6865 PHASE 3 EXHIBIT "A" - STREET PLANS & PROFILES CURVE I DELTA I RADIUS [TANGENT LENGTH Cl 1181a4.10 10.ss --- 33.91• C236'14'58" 2' 0.65 1.27' DRAWN BY : JKD DATE : 6-19-17 CIVIL SHEET 2 '- HroBAuucs-_ OF 6 s,R„� C3 36%4.58" 60' 19.64' 37.96' ca laoroo'oo" P 1 --- 3.1 a' C5 77875'50" 1' --- 3.11• �y xE�9rPcy ELMARTER & Assoc. EAST PANAMA LANE ENCINEERs �N- m DELMARTER & ASSOC. "O' 17bfi4 2019 KESTMNO DRIW s1E'C' 6A0T?SR0D. CA. 9WGI /l p a BY: ^"'R %ON IE 32]-1988 FAX 327-1952 JAMES K. DELMART R -' LA N ( k " A' "" ' v1' CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A -5- PROPOSED SEWER LINE 4'ez�' K'�a.t,.ro5f�1 A e =SD= PROPOSED STORM DRAIN F5'z6�J j*5} f ra Al EL 'P'T7 s ...«..e, �rqp cIV1L �`p f pF 6ALT10Q R.C..: 17564 ,q �j DATE: eGf,C( COY �OFMNO A9 � IIj SURVEYORS 6re�eRtt uxc s�egw RAFnxc JOB N0.14091B /'/ p - /. /' �G (o J vl.�` 77 78 79 80 81 82 83 84 1 W III W MASONRY WALL III N SEE WALL PLANS ) II R/W SOP Q W M N LL M Qe�� J E � z � OELW6QiER 6 RSSO[. Q L J Ld a (n !LLLJ v v)n/ I - p< < < O MEDIAN WAS ORIGINALLY DESIGNED FOR TRACTS NOS. 6333 AND 6712. Z E L LL LL/l= I I I 77 78 79 80 81 82 83 84 1 W III W MASONRY WALL III N SEE WALL PLANS ) II R/W SOP Q W CURVE TABLE R7-9 O a �- LOT C 1R7-9 /�� W ZN 1 i RADIUS TANGENT I NOTE i 3T 20A9 _ _ _ MEDIAN WAS ORIGINALLY DESIGNED FOR TRACTS NOS. 6333 AND 6712. 50'44'05" I I I 32.76' THOSE DESIGN GRADES ARE SHOWN AS (00.00). THIS MEDIAN HAS BEEN 63'30'13" 47 25.99' 46.26' `� W _ 73---- FOG LINE fl' -14' NORSAW CUT `r 18+69.35 i t PROPOSED SEWER OR STORM DRAIN MANHOLE 12789:09- -S- 17+74.35 f (n M 14+00 S8931'28"E N 77 78 LIMIT OF PHASE i PAYING w/ EXIST PHASE 1 MEDIAN REMOVE REPAVE WITHnNG 0EAST PANAMA LANE 7RFMOVE PHASE 3 MCHANNELIZERS PHASE 3 EXISTING CURB & GUTTER NORTH SOUTH NORTH rr SOUTH R/W R/W R/W R/W 7.00' 48.00' 48.00' 7.00' 7.00' 48.00' 1 48.00' 7.00' .00'J.00 I 2' 2.00j2.00' 2• 2% b0h. r-sB II 6^g •.bg B� 2.00 I 2s'• P% ^2.5 1.94% .2 Z% 007 b^^ STA. 3+05.55 STA. 17+74.35 Tri I I CURVE TABLE I 1 i i I I I 1 ! 1 1 1 I I i 1 i 1 I i f I i 1 i RADIUS TANGENT I NOTE i 3T 13.68' 26.21' MEDIAN WAS ORIGINALLY DESIGNED FOR TRACTS NOS. 6333 AND 6712. 50'44'05" I I I 32.76' THOSE DESIGN GRADES ARE SHOWN AS (00.00). THIS MEDIAN HAS BEEN 63'30'13" 47 25.99' 46.26' MODIFIED TO ACCOMMODATE THE LEFT TURNS INTO ARUTOS, VEGA AND 207'48'42" 42' a I i t PROPOSED SEWER OR STORM DRAIN MANHOLE I -S- PROPOSED SEWER LINE f i M N N 77 78 79 m N 80 : 81 82 83 m N { I 1 2 i 0 f 1 I i vi vi rc 0 a 4.N rc a w ¢ a W + N + n Ur N 1 1 I m Q w 1 m a w mw m w m w n 1 l ! I I I h r N NN I 1 E 1 1 � + + + DETAIL 39 + 1 j °+ t l I I t 1 LINE PROFILE ' 11' 15' j { j 'F'11OG pORTH OF CENTERILINE 1` I I CURVE TABLE I 1 i i I I I 1 ! 1 1 1 I I i 1 i 1 I i f I i 1 i RADIUS TANGENT LENGTH NOTE 40'34'50" 3T 13.68' 26.21' MEDIAN WAS ORIGINALLY DESIGNED FOR TRACTS NOS. 6333 AND 6712. 50'44'05" 37 77.54' 32.76' THOSE DESIGN GRADES ARE SHOWN AS (00.00). THIS MEDIAN HAS BEEN 63'30'13" 47 25.99' 46.26' MODIFIED TO ACCOMMODATE THE LEFT TURNS INTO ARUTOS, VEGA AND 207'48'42" 42' a 152.33' SPARKS STREETS. SOME PREMOUSLY DESIGNED GRADES HAS BEEN CHANGED PROPOSED SEWER OR STORM DRAIN MANHOLE Nm -S- PROPOSED SEWER LINE TO CREATE CROSS SECTION SLOPES THAT CONFORM TO CITY STANDARDS. i I ri N N 77 78 79 m N 80 : 81 82 83 m N ¢I W 00 0 $ 0 0 ¢r 2 Ian vi vi rc 0 a 4.N rc a w ¢ a W + N + n Ur N O Q w 1 m a w mw m w m w h r N NN N N b _+ _ + + + DETAIL 39 + DETAIL 38 SEE BAY TAPER TABLE 5 _ 1 I I 1 w 10' WIDE P.U.E. & PEDESTRIAN EASEMENT PER FINAL MAP 0 IffLMARTER & RSSOC. � M E z � Li LIJ n 74 73 cl- o [I- R/W I- W W O V Q J Q 2 I I i I I j 4TE NATURAL ',GROUND LINE I -NORTH CUTTER PROFILE I I III CURVE TABLE u� CURVE DELTA RADIUS TANGENT LENGTH Cl 40'34'50" 3T 13.68' 26.21' C2 50'44'05" 37 77.54' 32.76' C3 63'30'13" 47 25.99' 46.26' C4 207'48'42" 42' a 152.33' 2 I I i I I j 4TE NATURAL ',GROUND LINE I -NORTH CUTTER PROFILE I I III W u� cr) Q Q 2+00.00 Cl CO 3+00 - S3+96.73 4+00 4+91.773 3.31' RT v01 PER C.O.B. STD. S-3. (4.5' WIDE SIDEWALK ON CANDIA) © 0 589'31'26"E 1 CANDIA AVENUE 4.00' LT C2 Q PAVE WITH 0.45' A.C. OVER 1.35' A.B. ON PANAMA o SEE PHASE i FOR IMPROVEMENTS HERE \ \ C3 14+47.211 1 7.00' LT e a Q3 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 0 PROPOSED SEWER OR STORM DRAIN MANHOLE Nm -S- PROPOSED SEWER LINE 'm i I ri N N 77 78 79 m N 80 : 81 82 83 m N ¢I W M n M n J 2 E 2 Q a Ila 0 a w a Wm a W + N + n Ur N O Q w 1 2 I I i I I j 4TE NATURAL ',GROUND LINE I -NORTH CUTTER PROFILE I I III W u� cr) Q Q JJ + n_ LL EL 3.31' RT v01 PER C.O.B. STD. S-3. (4.5' WIDE SIDEWALK ON CANDIA) i CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT E 4.00' LT E Q PAVE WITH 0.45' A.C. OVER 1.35' A.B. ON PANAMA o INSTALL 70 WATT STREET UCHT PER C.O.B. STD. S-31 11a 6.81' LT 14+47.211 1 7.00' LT e a Q3 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 0 PROPOSED SEWER OR STORM DRAIN MANHOLE Nm -S- PROPOSED SEWER LINE 'm i I ri N ++ ( N I Q Q b W 2 I I i I I j 4TE NATURAL ',GROUND LINE I -NORTH CUTTER PROFILE I I III W u� cr) Q Q iQ CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + n_ LL EL SCALES HORIZ: 1"=50' VERT: 1"= 2' 1 SEE BAY TAPER DETAIL 38 TABLE 6 b N9Tg'. ALL GRADES AT MEDIAN ARE PAMNG ELEVATIONS NOTES & LEGEND TABLE 5 STATION IOFFSET FROM CA 14+57.21 -I TRAFFIC CONTROL SIGN iQ CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL METRO STREET SIGN PER C.0.8. STD. S-40 STD. S-1 WITH 5.5' WIDE COMBINATION TYPE SIDEWALK 3.31' RT 14+87.21 PER C.O.B. STD. S-3. (4.5' WIDE SIDEWALK ON CANDIA) 15+02.21 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT 15+17.21 4.00' LT PER C.O.B. STD. S-29 Q PAVE WITH 0.45' A.C. OVER 1.35' A.B. ON PANAMA o INSTALL 70 WATT STREET UCHT PER C.O.B. STD. S-31 PAVE WITH 0.20' A.C. OVER 0.65' A.B. ON CANDIA 6.81' LT 14+47.211 1 7.00' LT e INSTALL 100 WATT STREET LIGHT PER C.O.B. SID. 5-31 Q3 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 0 PROPOSED SEWER OR STORM DRAIN MANHOLE CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A -S- PROPOSED SEWER LINE -SD= PROPOSED STORM DRAIN BAY TAPER TABLE 5 STATION IOFFSET FROM CA 14+57.21 5.00' RT 14+64.71 4.81' RT 14+72.21 4.25' RT 14+79.71 3.31' RT 14+87.21 2.00' RT 15+02.21 1.00' LT 15+17.21 4.00' LT 15+24.71 5.31' LT 15+32.21 6.25' LT 15+39.21 6.81' LT 14+47.211 1 7.00' LT H W W cn cn Q Ld W 69.35 BAY TAPER TABLE 6 STATION OFFSET FROM C/L 15+77.69 7.00' RT 15+85.19 6.81' RT 15+92.69 6.25' RT 16+00.19, 5.31' RT 16+07.69 4.00' RT 16+22.69 _1 00' RT 16+37.69 2.00' RT 16+45.19 3.31LT 16+59 45LT 16+60 LT 16+67.69 1 5.00' LT BAY TAPER TABLE 7 STATION OFFSET FROM CA 22+48.18 11.00' RT 22+58.18 10.69' RT 22+68.18 9.75' RT 22+78.18 8.19' RT 22+88.18 6.00' RT 23+08.18 1.00' RT 23+28.18 4.00' LT 23+38.18 6.19' LT 23+48.18 7.75' LT 23+58.18 8.69 LT 23+68.18 1 9.00' LT i I 1 I I I I I 1 ZGG 1 I : �'q�°` ti„y�'31i �Tr}g;{+7^A k / • �.�_ � _. _ _1_---._360__ - EXHIBIT "A" - STREET PLANS & PROFILES _ aulTnr_ _ SHEET 3 DRAWN BY : JKD DATE : 6-19-17 CIVIL sciti�i. OF 6 ELMARTER & ASSOC. EAST PANAMA LANE ENGINEERS B6.E17564, dpi ani (CONTINUED) 2019 XE ND DR SER &ERsABl% A.9� PHONE 327-1488 FAX 327-1452 JAMES K. DELMARTER CANDIA AVENUE - eA�NNINc R.j // SURVEYORS DATE: I-/- el? P8�6cFF ,u CITY fE-CORDB NO. RA - JOB NO. 140918 MEDIAN CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 180'00'00" 7.91' --- 1 24.56' C2 3614'58" 1 2' 0.65' 1,27' C3 36'14'58" 60' 19.64' 37.96' C4 180'00'00" 1' 3.14' �'q�°` ti„y�'31i �Tr}g;{+7^A k / • �.�_ � _. _ _1_---._360__ - EXHIBIT "A" - STREET PLANS & PROFILES _ aulTnr_ _ SHEET 3 DRAWN BY : JKD DATE : 6-19-17 CIVIL sciti�i. OF 6 ELMARTER & ASSOC. EAST PANAMA LANE ENGINEERS B6.E17564, dpi ani (CONTINUED) 2019 XE ND DR SER &ERsABl% A.9� PHONE 327-1488 FAX 327-1452 JAMES K. DELMARTER CANDIA AVENUE - eA�NNINc R.j // SURVEYORS DATE: I-/- el? P8�6cFF ,u CITY fE-CORDB NO. RA - JOB NO. 140918 E i 7 LIJ W CO w M cn w 0 w w !n J � � w r w Q V) 0 18 '11'2' 1' fl\ 50 51 I`8 \ \ I,1mm a O 0 ➢EIYd&1ER 6 ASSOC 52 53 I 54 / R/W REMOVE TEMPORARY TURN -AROUND E W � � N a W �W cn.(f-) Qn Q T Z 55 0_ In_ _ 1+00 2+00 ©� ORREO'+oo o 1 8I9'3128W '" 1 GIDI RA AVENUE Nf f 3+J 59 E 0 N U v; SEE PHASE 2 FOR IMPROVEMENTS HERE n IN 56 Ci 90'07'53' III Wn V I i 7 7- c) LL W 1 M 1 { M 1 E f t h K i W i M t i o Y i M M I V p i I i I I i I i t I I i a- O.60p% I r I l I I i I i 1 i i t I i i i I i I I t I I 1 i i ZS I i t i i r aISI' 1 k i m0 i i I 1 i m CENTER LINE E 1 N --._.� .__ . _____ _ i rc APPIROXIMATE NATUR4 GROUND—-- W ' I M 1 /® CANTER UNE I E r i ry° M U t 1 1 I i I i 1 I 1 1 I 1 I L � i I v; SEE PHASE 2 FOR IMPROVEMENTS HERE n IN 56 Ci 90'07'53' III Wn V I V / 7 7- c) LL W CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Ci 90'07'53' 20' 20.05' 31.46' I C2 89'52'07" 20' 1 19.95' 1 31.37' 14 I— w W OF1NRRiFR & AS9ff;. N M (n w E w O_ = w N J w o w M Q o 38 39 40 41I R/W 42 I I 12 i REMOVE TEMPORARY TURN -AROUND m O �- + i - C1 L 0+00 00_ 1+A4_ =O N89'3Y28"W 2+00 _ _ D_ _J200= -- —�— 0 — ©— --SALAZAR AVENUE - -- -- i — C2 i ', _ 8 18' 12 n 2 _� N w aW W NC/) U) l< < += Z 43MEL m 0- 49 48 47 46 45 44 IN Wn /W ( / �V n ) Q nQ (Sn EZn LL ZLL 2 y m � a w u N M N E n M m + o SCALES HORIZ: 1`50' VERT: 1"- 2' NOTES & LEGEND 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.S. STD. S-40 STD. S-1 WITH 4.5' WDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 © PAVE WITH 0.20' A.C. OVER 0.65 A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Q3 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 -®- INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 Q PROPOSED SEWER OR STORM DRAIN MANHOLE — v.Y ` CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A S-- PROPOSED SEWER LINE =SD� PROPOSED STORM DRAIN a s 4' TYP CONSTRUCT 6" TYPE "A" DRIVEWAY PER PROPOSED STD. ST -7 3' WING 16'YP TYP ^r,�eU "UMN ` " i — - - 35fi- --t EXHIBIT "A" — STREET PLANS & PROFILES WS - DRAWN BY : JKD DATE 6-19-17 nurtApA "- SHEET 4 HmRAuucs CIVIL OF 6 §-�"IPUC11 RAl_ ENGINEERS ou�sd'ir3R DELMARTER & ASSOC. CORREGIDORA AVENUE �o/> SALAZAR AVENUE DELMARTER & ASSOC. BY: /A I�'p 2019 MESTMND OPoYE SIE °C BANERSFIElD CA. 93301 taW..ille�f -- - JAMES K. DELMARTER R. E 1756pp4 a� DATE: CITY RECORDS NO. JOB N0,14091B i I i I I m t I I l I i I l i I i I I I I I i ZS r aISI' + APPROXIMATE NATURAL GROUND m CENTER LINE M _ __ _ _ -. _.___ --._.� .__ . _____ _ i.. _M APPIROXIMATE NATUR4 GROUND—-- /® CANTER UNE I i I I 1 1 I 1 I L I i E 1 7- 1 m i t 1 -O.p00% 1 1� — 1 i NORTH GUTTER PROFILE NORTH GUTTER PROFILE NOTES & LEGEND 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.S. STD. S-40 STD. S-1 WITH 4.5' WDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 © PAVE WITH 0.20' A.C. OVER 0.65 A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Q3 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 -®- INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 Q PROPOSED SEWER OR STORM DRAIN MANHOLE — v.Y ` CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A S-- PROPOSED SEWER LINE =SD� PROPOSED STORM DRAIN a s 4' TYP CONSTRUCT 6" TYPE "A" DRIVEWAY PER PROPOSED STD. ST -7 3' WING 16'YP TYP ^r,�eU "UMN ` " i — - - 35fi- --t EXHIBIT "A" — STREET PLANS & PROFILES WS - DRAWN BY : JKD DATE 6-19-17 nurtApA "- SHEET 4 HmRAuucs CIVIL OF 6 §-�"IPUC11 RAl_ ENGINEERS ou�sd'ir3R DELMARTER & ASSOC. CORREGIDORA AVENUE �o/> SALAZAR AVENUE DELMARTER & ASSOC. BY: /A I�'p 2019 MESTMND OPoYE SIE °C BANERSFIElD CA. 93301 taW..ille�f -- - JAMES K. DELMARTER R. E 1756pp4 a� DATE: CITY RECORDS NO. JOB N0,14091B i I l I i I l i I I I I I I i M I E m 1 1� m N APPROXIMATE AN LAI GROUND n t,t_ i M o f 9ENJER NE .__-. -.__ .___- __. _. ✓+ __._- .._ -____ NATURAL GROUND I i. APPROXIMATq ® CENTER LINE j I I i I 1 1 1 i I 1 I 1 i I t ! ( 1 1 -0200$ ii I I I t 1 40.200% i t 1 } I SOUTH GUTTER - PROFILE 1 i 1 e i f I i I I I i 1 I P k t I i I i I i TRACT NO. 6865 PHASE 3 NOTES & LEGEND 1Q CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.S. STD. S-40 STD. S-1 WITH 4.5' WDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. S-29 © PAVE WITH 0.20' A.C. OVER 0.65 A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 Q3 CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 -®- INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31 Q PROPOSED SEWER OR STORM DRAIN MANHOLE — v.Y ` CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A S-- PROPOSED SEWER LINE =SD� PROPOSED STORM DRAIN a s 4' TYP CONSTRUCT 6" TYPE "A" DRIVEWAY PER PROPOSED STD. ST -7 3' WING 16'YP TYP ^r,�eU "UMN ` " i — - - 35fi- --t EXHIBIT "A" — STREET PLANS & PROFILES WS - DRAWN BY : JKD DATE 6-19-17 nurtApA "- SHEET 4 HmRAuucs CIVIL OF 6 §-�"IPUC11 RAl_ ENGINEERS ou�sd'ir3R DELMARTER & ASSOC. CORREGIDORA AVENUE �o/> SALAZAR AVENUE DELMARTER & ASSOC. BY: /A I�'p 2019 MESTMND OPoYE SIE °C BANERSFIElD CA. 93301 taW..ille�f -- - JAMES K. DELMARTER R. E 1756pp4 a� DATE: CITY RECORDS NO. JOB N0,14091B SIWKIER & PSSOC w Ld Ld M M Ld N Q z m ➢EIMPRTER e P391G I— " U Ld Ld ^� 11EQNRiFR s Psmc. m W to O O W Z �.l1 a- W Yl a N M M n n O W S ri M n (n (O E 2 2 w F V) x 0 W rc 0: O N 4 E Z E rc tt a F- Z w m S w os. Ld I, I J V) rc m o (n W w m u ~� o g~ a m(n -DT w m a 0= o m m Im: J W ro ro Q W o n F- o f F' m d 69 N o Q Q Q o o n M m 10' WIDE P.U.E. & Of, +o + 0 N + + S W n ^ m J W o N N PEDESTRIAN EASEMENT a Q Q '� 31 "'_ = U N o 0 o w iQ N 65 66 67 68 PER FINAL MAP t l I 24 25 I ! I 18 12' 1,9 18' 12' 8' 18' 18' 8 1 25 26 27 2 18' 18' 112 © © 12 18" 18' 12 10' PWIDEEDESTRIAN P.U.E. E 4 I D C9 l\ R/W PEDESTRIAN EASEMENT RAW '^ PER FINAL MAP R + / + 34 ! c3 rW �N 1 7 C11 C C1 j 1 C2 C] EQUATION 4+04.66 = 3+88.10 POC -360.70 0+00 1+00 2+00 2+74.0 3+00 3+90.38 0+00 © 00 0 1+00 1+25.00 0+00 ro 1±00 - __- 2+00 _ ca 3+00 _ 3+21.67 4 -i N89'31'28"W-� _F F 1-200-78 32"W 1+97.71 POC - 361.83 3 y -- — — - -1 — T C9-- 5 -- - S --- -S N89'31'28°W © CHAPULTEPEC AVENUE O O AGAV COURR 28 ( 0 SABUGO COURT 00 C6 c10 CIO v 10 33 cz •n +C3 + 16 I R/W R/W 1 14 18' 12' l 12' 18' 18' 12' N oI I 31 R30 29 2 0 2d' 20' 0 37 36 35 34 33 32 W M W 72 71 70 NOT A PART (n m(n O6 N O CURVE TABLE 2 K K 2 V TANGENT LENGTH Cl w m a rc'99 6�. a 33' 14.40' m w 3.56' ®02% = 0.01' TTP a 0 0 0 90'07'53"20' Jy n 31.46' C5 89'52'07" o `L6 Oq• n C6 19'11'17" 30' 5.07' 10.05' C7 63 '4208" 37' 22.99' 41.14' QJ 153'42'08" 42' --- 112.67' C9 MAX DROP AROUND RETURN = 0.50' 42' --- 80.04' C10 8952'07" 0.50' + 4s' ® 2%= 0.59'. DETAIL SHOWING A.D.A. COMPLIANCE - 31.37' C77 90'07'53" 20 00 so 31.46' I"=50' 60. BA O (L IL CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 90'00'00" 20' 20.00' 31.42' C2 47'09'23" 33' 14.40' 27.16' C3 137'09'23" 42' -- 100.54' C4 90'07'53"20' w 20.05' 31.46' C5 89'52'07" 20' 19.95' 31.37' C6 19'11'17" 30' 5.07' 10.05' C7 63 '4208" 37' 22.99' 41.14' CS 153'42'08" 42' --- 112.67' C9 109'11'17' 42' --- 80.04' C10 8952'07" 20' 19.95' 31.37' C77 90'07'53" 20 20.05' 31.46' O (L IL M M M 2 L E w m a � 0 0 O N M SCALES HORIZ: I"=50' VERT: I"= 2' 0 1 2 3 4 0 1 2 0 1 2 3 4 m i {- I I E o 2 I I 1 2 F 1 x t m n t I U 2 mE 'I<mol1a APPROXIMATEAN AL GROUNDAPPROXIMATE NATURAL GROUND CENTER CENTER UNE m oi r os o.zo f t 1i �0.600x i i 1't 1 i o.vsx S; I I APPROXIMATENATURALMOUNDi LE0.200Y NORM GUTTER PROFILE t WST EGUTTER PRFlI w - �® CENTER LINE ..:06008_02000 T X093 i n n �iI nl i NORTH GUTTER iPROFILE t 1 I , w - ___3JL1___.__ I i 1 1 i r i i M n I I 1 i � 1 ! - I i ___ � _— II• i 1 I I t 1 I 1 1 I I I F I I' I R IIU b i 1 z m T m o APPROXIMATE NATURAL GROUND a V m a <n m ! APPROXIMATE NATURAL GROUND : 1 r i h t z m o j ®CENTER UNE t i i n i j®iCENTER LINE + + o _ y ..___362_.-_ I 1 I t i i I I i 0.2 k7% i - - _ EASTi GUTTER PROFILE ! ®CE)JIERATE NE ATURAU GROUND :I -0 20 0.500 m 4OUTH.GDAER.PRiD r _._ '. _" _..,__ _..____.__ i N_____ _ & 1 SOUTH GUTTER PROFILE I i 1 ` ._.__358 tf ri i O - r1 i _ o! o Oi f I i f I I 1 I I 1 I j i 1 I I I 1 a TRACT NO. 6865 PHASE 3 NOTES & LEGEND 15 IRT--�Y'f-jT{ 4, TYP EXHIBIT "A" -STREET PLANS &PROFILES iQ CONSTRUCT 6" TYPE 'B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 /'rte CONSTRUCT 6" TYPE "A" DRIVEWAY PER STD. S-1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK 3' WING PROPOSED STD. ST-7;qg'p rs a V �p sgN SHEET 5 PER C.O.B. STD. S-3. • CONSTRUCT SIO. SURVEY MONUMENT ENCASEMENT t^'-^i'L 1R"t .r'1.,J.,",r} �. DRAWN BY : JKD DATE 6-19-17 PER C.O.B. STD. S-29 16' TYP TP '`� a : 'w oWR6FESSla4CHAPULTEPEC AVENUE CIAL , _ of 6 © PAVE WITH 0.20' A.C. OVER 0.65' A.B. o INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 ° ap��SK OE(yg9l z�m ENGINEERS 0NDA1=-_ x m ELMARTER & ASSOC. AGAM COURT �m DELMARTER & ASSOC. INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. 5-31 ,:� xo. uses © CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. 5-35 _.e a 1Z '�j f� 4 i `A?,€! (` S A B U C C, C O U R T 2019 WES N0 ORIW SSE 'C' SAKERMOU), CA. 933pi Q PROPOSED SEWER OR STORM DRAIN MANHOLE ' I ° _ .k * By RR. 327-148s FAX 32] -use '"`aSa rt1 ,E! 1 t �'rtTr' s x JAMES K. DELMARTER =uxO Ln —S— PROPOSED SEWER LINE ---�-- r D?6^I+N --SURVEYORS CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A 9rf OFI CAUFVR� R..E.: 17564 // – �TM UN - =SD= PROPOSED STORM DRAIN DATE; 9116— – - �sue "gy CSR`( FECORpc NO OaA nyc JOB N0.140918 N CURVE TABLE PEL1NRiF,9 6 RSSOC DELTA RADIUS TANGENT LENGTH Ci 90-00'00" 20' 20.00' Q C2 45'52'37" aO J U� W 13552'37" 42' � ZM 99.60' ZN Q n zi z z2 N CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Ci 90-00'00" 20' 20.00' 31.42' C2 45'52'37" 37' 15.66' 29.63' C3 13552'37" 42' 99.60' C4 90'07'53" 20' 20.05' 31.46' C5 89'52'07" 20' 19.95' 31.37' C6 90'54'37" 30' 30.48' 47.60' C7 90'07'53" 30' 30.07' 47.19' N O n LITH a rc n o W w ➢EL TER & ASSOC. m r n n n o4n n W n o�m n n H W N z N x ti rvi¢rn Z Q S x rircN x x x p n_ Q on W W W V V = m o o m Q= mx� mm n m m n+ z z no 1i F- o+ amo n a W w nmo �v o No � W LLJM O Q0 o ` QcWn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 49 U VARIES 12' 1 18' 18' 12' 10 a 12' 10' WIDE P.U.E. & 12 MASONRY WALL PEDESTRIAN EASEMENT SEE WAIL PIANS 0 R/W PER FINAL MAP ' R/W 1 &I 18 ft1-1 + C6 0 C3 C1 C1& _ 72066 clN _ N — N -- —_ — — — -_--wo-,.a9`*rro6JStoY+i��i;i1j{J�ti1it,ifi�iIi1ItiI11tI!i1® i1r!ti1i -�N._- .—_--_---_.--.-_+,i1iiri1'ii'Iiri1iIIiIIiIIiiirIrI�t1i11tIi jriI -._--..-__--. -- ----.e—. s-s_-5..s---x-----'_14Triijt1Irr1iii'iIItI!ri1Ii1 rI ----_--__---__--_-_-__- -_-_ -..-t____-__.-_-.TiI!'tiIII�'11I1tS11•!1iIt!IIr1IiIj_t4IitII ..—..____-_-_.-_-__-._--____-_-____--__.__.-___ --_iiIIa•I«rt.(iII1':t.1k Ti -_--_mmoN�Cmn$_zL -_-. -._--_--_-_0_.._a�nomn---_7z .33 _- -_ - - zOw-z- _t1ii'_!rrri:.:iI1'i1�!r.�1I �_om--_-zf _ _ p -___ -__ _-_-_. � _-. hII r_1IirIIrIr1IiIrIIII y — 21 O Mwm_O4Wofi+2z_ .r1i1+1IIIIj,iI�''iliII1i14iI'1!fII!iji _ maryN�r0N i1jiIi1IIr''!II1I,rI -.0 +00 — soo ——_ 'O}omoOo00dTm'aopNQQ�(�gb{+�ItYVIIIiIIIIII'IIYIi - ®A PP -0- . iIIIIIi!iIiiri _3 312+52.52 ROG — 360.81— S © z'm-oo0+00 1+000 p 2+00 3+00 +ssao—�+toe=7+0 �+++;ooG 1+s000 N OALPANAVENUE 3 C4 C3 + C3 0 R/W -x r�weNroNn -- '=IirrIlitii1�Ii - - -r-_1--_--.-_3 ..5_----'----_---_- _ -_---- 5 0 1I2' 64 1111�1 18'8 2 8 22 g '18'18' 18 ' '59' 11118 ' 12' 6 w S0 w 24 23W z hi O W LLJ Q >Q Q i Q QO w QOW W Ta_ Q + W + + + n + J + I ± a_ w SCALES HORIZ: I ----- "- _-_- =-_----33333565656 A�0�.880..__.__---_. ' VERT: 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 0 1 2 9 ____ x i o via APPROXIMATEINANRAL GROUND + + + + ®CENTER _ L�N__ _ - LNATUNrGtonNo CENRINE (368 0373% o200% v:z00% o NORTH GUTTER PROFIFE WESTGUTTER PROFILEWEST GUTTER PROFILE 48 __.___ ---- ___-- rj m n N dO m+ + . ._ _ APPROXIMATE NA"CR�CL MOUND RONATURAL ATE 'GOUND /o CENTER UNE CENTER 0.200% 0000% -0217% 0 1 �osoo%---------Do$ -EAGUTTER PROFI �-0b00$ T GUPftOFlIE SOOTS GUTTER PROFLE0.200% _00 GUTEASkER PROFILF' EAST GUTEPROFILE T ______ TRACT NO. 6865 PHASE 3 TNOTES & LEGEND 15. CONSTRUCT DRIVEWAY PEREXHIBIT "A" STREET PLANS & PROFILES CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. + INSTALL STREET SIGN PER C.O.B. STD. S-40 (METRO ON PANAMA) STD. S-1 WTH 4.5' WIDE COMBINATION TYPE SIDEWALK PROPOSED STD. $T7 � 6 PER C.O.B. STD. S-3. CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT �®W"2�1.2A��VDRAWN BY: JKD DATE 6-19-17SHEET PER C.O.B. STD. S-29 i6' TTP TYP SIOCIVIL OF 6u ENGINEERS PAVE WITH 0.20' A.C. OVER 0.65' A.B. ^ INSTALL 70 WATT STREET LIGHT PER C.O.B. STD. S-31 ELMARTER &Assoc. ARLTOS STREET LL SEE 18, INSTALL 100 WATT STREET LIGHT PER C.O.B. SD. S-31 tAMES1wEL'"z"TRp0 p15YASOMAW12' pCRLANSWPTER & ASSOC. CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. S-35 BYJALPAN AVENUE 01UEMA5'C CA. PROPOSED SEWER OR STORM DRAIN MANHOLE PHOE 327-106 FAX 327-1452 '- - __--. _ JAMES K. OELMARTER —S— PROPOSED SEWER LINE �tq CIyR a`P R. .E.: 17564—IuogN-SURVEYOR `CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP ASSA rF 6F CAl1Fp° �a 4d� PRovmn`ux"_ =SD= PROPOSED STORM DRAIN DA "-s `" RECORDS NO-oRArnyc/ JOB NO 14091B