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22 <br />/ <br />I � <br />� I <br />7O 's <br />EX RED <br />CURB <br />H <br />co <br />W <br />Y <br />m <br />v� <br />JIl71VHL rLHIV 120 <br />NEW SIGNAL POLE TYP. <br />PER SHEET 11, TRAFFIC 14 <br />SIGNAL PLAN <br />- END 07 - <br />�I <br />3+00 <br />EX F <br />E <br />R <br />23 23 EX CURB & GUTTER -/ 23' <br />23 <br />O <br />C <br />EX STRIPING <br />07 BEGIN <br />100.00, 12 <br />CV <br />---------------------- ---- <br />_ W - - W <br />GIN 100.00, 12 <br />E - - - <br />-------------- <br />3. PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR STRIPING DEMOLITION NOTES <br />SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER. <br />KEY DESCRIPTION QTY. <br />STRIPING & SIGNAGE LEGEND NOTE <br />SYMBOL DESCRIPTION <br />67 REMOVE (E) STRIPING. 650 LF <br />/ APPLY PAVEMENT MARKING TYPE IV ARROW PER CA MUTCD 08 REMOVE (E) PAVEMENT MARKING. 6 EA <br />FIGURE 313-21 (CA). MARKING SHALL BE WHITE PAINT. PLACE <br />PAVEMENT MARKINGS PER PLAN. <br />CONSTRUCTION NOTES <br />T <br />I 23 � <br />r-Fr-1 onF_F_ i i 1, 1 r\Mr-F1� <br />SIGNAL PLAN <br />EX CURB EX SIGN cis <br />P f TYPE N- A <br />°° <br />o°° <br />°°° <br />-1- - - -- ----------- -- <br />00.00' 18 16 1 5.0' EX CURB & G ER <br />TYP. <br />pg �IT <br />12 END 07 <br />----------- OS ------- - --- <br />07 I N } 100.00' <br />I ~ N 07 <br />07 08 _ 08 12.00' 10 08 13 W. SEGERSTROM AVE. END <br />T L TYP. i <br />1 +00 S C 11 2+00100.00 <br />N64° 45' 15.32"E o LU <br />\ 0 28 INTERSECTION BEGIN 07 - <br />- �� EX CURB <br />29 IST C� 1+00 W SEGERSTROM AVE 28 EX CURB <br />N 0+00 S ROSEWOOD AVE C <br />__ -- °o 07 31 12 <br />a � <br />�I N <br />W U p 4 W 100.00, <br />07 END WC1IGIN 07 - <br />E I _ 24 E E - E <br />TYP <br />SIGN PER ARCHITECTURAL SIGNAGE PLAN, <br />UNLESS NOTED OTHERWISE. <br />VV17V APPLY YIELD LIMIT LINE PER CALTRANS STANDARD PLAN A24G. <br />FA PAINT CURB RED. <br />STRIPE WHITE THERMOPLASTIC PAINT "STOP" PER MUTCD <br />Q 313-23 (CA) (HAWKINS STENCIL OR EQUIVALENT) AND 12" <br />WHITE THERMOPLASTIC PAINT STOP LIMIT LINE STRIPE. <br />"STOP" MINIMUM 8' FROM LIMIT LINE. PLACE PAVEMENT <br />MARKINGS PER PLAN. <br />EXISTING SIGNAGE LEGEND <br />SYMBOL <br />DESCRIPTION <br />R30A (CA) <br />NO PARKING SIGN (12" X 18") <br />TYPE N-5 (CA) <br />TYPE 4 OBJECT MARKERS (18" X 18") <br />W14-1 <br />DEADEND SIGN (30" X 30") <br />R30F <br />NO STOPPING SIGN (12" X 18") <br />NO NAME <br />NEIGHBORHOOD WATCH SIGN <br />R9-9 <br />SIDEWALK CLOSED SIGN (24" X 12") <br />PROPOSED SIGNAGE LEGEND <br />o , <br />o <br />W1-7 N-4 R4-7 SW24-2 OM2-1 H <br />(36" X 18") (18" X 18") (24" X 36") (36" X 48") (12" X 6") <br />END <br />SCHOOL STOPPING , <br />SPEED ANY <br />AHEAD LIMIT TIME <br />SW24-3 (CA) S5-3 R26(S) (CA) R1-1 <br />(36" X 48") (24" X 36") i (12" X 18") (30" X 30") <br />GENERAL NOTES <br />1. ALL STRIPING SHALL CONFORM TO THE CITY OF SANTA ANA STANDARD PLAN <br />NO.1125 (A THROUGH E). ALL ITEMS OR DETAILS NOT COVERED IN THE CITY <br />STANDARD PLANS SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STATE <br />OF CALIFORNIA STANDARD PLANS AND SPECIFICATIONS DATED 2014. <br />2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE EXTRUDED THERMOPLASTIC. <br />ALL CURB MARKINGS AND MEDIAN NOSE MARKINGS SHALL BE PAINT UNLESS <br />NOTED OTHERWISE. <br />3. ALL CROSSWALK, LIMIT LINES, AND LEGENDS SHALL BE WHITE UNLESS NOTED <br />OTHERWISE. <br />4. ALL NEW SIGNS MUST BE INSTALLED ON NEW 2" X 2" PERFORATED AND <br />GALVANIZED METAL POSTS UNLESS NOTED OTHERWISE. ALL SALVAGED SIGNS <br />SHALL BE DELIVERED TO THE CITY CORPORATE YARD. CONTACT CITY <br />MAINTENANCE AT (714) 647-3339 PRIOR TO DELIVERY. <br />5. UNLESS NOTED OTHERWISE, ALL LIMIT LINES SHALL BE PLACED AS CLOSE AS <br />POSSIBLE TO THE BACK OF ADJACENT BACK OF WALK BUT SHALL NOT ENCROACH <br />INTO THE LANDING AREA OF THE WHEEL CHAIR RAMP <br />0 6. ALL CONFLICT STRIPING, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS <br />SHALL BE REMOVED EVEN IF NOT SHOWN ON THE PLAN. REMOVAL OF STRIPING <br />AND PAVEMENT MARKINGS SHALL BE DONE BY WET SAND BLASTING AND/OR <br />GRINDING. ALL DAMAGED PAVEMENT DUE TO REMOVAL SHALL BE REPAIRED WITH <br />SLURRY AS NECESSARY TO MAINTAIN A SMOOTH AND UNIFORM SURFACE. <br />7. ALL FIRE HYDRANT LOCATIONS SHALL BE MARKED WITH BLUE REFLECTIVE RPM <br />PER SANTA ANA ST. PLAN NO. 1125A. <br />3-3' YELLOW REFLECTORIZED M 8. ALL NEW SCHOOL SIGNS SHALL BE OF THE TYPE WITH FLUORESCENT <br />BANDS AT %q' APART R4-7 SIGN (24' X 30') YELLOW -GREEN BACKGROUND AND BLACK LETTERING AND BORDERS. <br />CN <br />• 9. ALL NEW SIGNS SHALL HAVE TAMPER -PROOF SCREWS. <br />N <br />KEY <br />DESCRIPTION <br />QTY. <br />NOTE <br />10 <br />PAINT 12" WIDE WHITE LIMIT LINE PER CITY OF SANTA ANA STD. PLAN 1505, <br />115 LF <br />AND LATEST CA MUTCD. <br />LEFT TURN SYMBOL PER LEGEND HERON, CITY OF SANTA ANA STD. <br />OPAINT <br />11 <br />PLAN 1505, AND LATEST CA MUTCD. <br />1 EA <br />PAINT WHITE LANE LINE PER CITY OF SANTA ANA STANDARD PLAN NUMBER <br />12 O <br />1125B-1, CASE 1. LANE LINE TO ALIGN WITH EXISTING LANE LINE. <br />490 LF <br />13 <br />PAINT WHITE TURN LANE LINE PER CITY OF SANTA ANA STANDARD PLAN <br />NUMBER 112513-1, CASE 2. TURN LANE LINE TO ALIGN WITH EXISTING TURN <br />200 LF <br />LANE LINE. <br />14 <br />PAINT YELLOW CONTINENTAL STYLE CROSSWALK 24" X 12' WIDE. <br />3 EA <br />15 <br />STOP SIGN PER CA MUTCD R1-1. PLACE SIGN PER PLAN. SIGN SHALL FACE <br />1 EA <br />NORTH. <br />INSTALL SIGN POLE AND ATTACH W1-7 (DOUBLE -SIDED) AND N-4 OBJECT <br />16 <br />MARKER (DOUBLE -SIDED) PLACARDS. <br />1 EA <br />17 <br />PAINT CURB RED PER LEGEND. <br />102 LF <br />18 <br />INSTALL SIGN POLE AND ATTACH E) PLACARD R9-9 (SIDEWALK CLOSED) <br />1 EA <br />SALVAGED PER DEMOLITION PLAN SHEET 2. PLACARD SHALL FACE NORTH. <br />19 <br />INSTALL SIGN POLE AND ATTACH R4-7. SIGN SHALL FACE WEST. <br />1 EA <br />20 <br />INSTALL SIGN POLE AND ATTACH SW24-2. SIGN SHALL FACE EAST. <br />1 EA <br />21 <br />INSTALL SIGN POLE AND ATTACH SW24-3(CA). SIGN SHALL FACE EAST. <br />1 EA <br />22 <br />PAINT YIELD LINE SYMBOL PER LEGEND. <br />2 EA <br />23 <br />PAINT SLOW SCHOOL XING SYMBOL PER CALTRANS STANDARD PLAN A24E. <br />2 EA <br />24 <br />INSTALL SQUARE POST AND ATTACH SALVAGED R30F AND NEIGHBORHOOD <br />1 EA <br />WATCH SIGN. SIGN SHALL FACE NORTH. <br />SIGN POLE AND ATTACH SW24-2. SIGN SHALL FACE WEST. <br />OINSTALL <br />25 <br />ATTACH S5-3 & R26(S) (CA) ON BACKSIDE OF POST. SIGH SHALL FACE EAST. <br />1 EA <br />0INSTALL <br />0 <br />SIGN POLE AND ATTACH SW24-3(CA). SIGN SHALL FACE WEST. <br />1 EA <br />ATTACH R26S ON BACKSIDE OF POST. SIGN SHALL FACE EAST. <br />WORDS "STOP" PER LEGEND HERON, CITY OF SANTA ANA STD. PLAN <br />OPAINT <br />27 <br />1505 DETAIL B, AND LATEST CA MUTCD. <br />1 EA <br />28 <br />INSTALL RAISED MEDIAN ISLAND TREATMENT PER DETAIL 02. <br />1 EA <br />29 <br />INSTALL OBJECT MARKER PER DETAIL'C' PER DETAIL 03. <br />1 EA <br />30 <br />INSTALL OBJECT MARKER PER DETAIL'O' PER DETAIL 04. <br />1 EA <br />31 <br />PAINT DOUBLE 6" WIDE YELLOW LINE PER CALTRANS STANDARD PLAN A 20A <br />108 LF <br />DETAIL 21. <br />STRIPING NOTES <br />1. ALL EXISTING STRIPING AND MARKINGS TO REMAIN UNLESS OTHERWISE NOTED. <br />CONFLICTS BETWEEN EXISTING AND PROPOSED SHALL BE RESOLVED BY THE <br />ENGINEER. <br />2. REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE <br />ACCOMPLISHED BY WET SANDBLASTING OR OTHER APPROVED GRINDING METHOD <br />PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING STRIPING, PAVEMENT <br />MARKINGS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. <br />TYPED RAISED PAVEMENT 6' UNISTRUT POLE CITY POST SM OBJECT MARKER <br />MARKINGS EVENLY SPACED it <br />TOP OF MEDIAN 3' YELLOW ACRYLALSO CALLED ER (12' 6.)CUBE-CORNER REFLECTOUnderground Service Alert o 3" ROUND OP OF MEDIAN i0of Southern California CITY POST SM UNISTRUT BASE SLEEVE <br />TWO WORKING DAYS TYPE D RAISED PAVEMENT 7- <br />BEFORE YOU DIG •OBJECT MARKER- WHITE MARKINGS EVENLY SPACED TYPE D RAISED PAVEMENT 949-261-1001 Office O <br />Know whafs below. <br />MARKINGS EVENLY SPACED <br />Cal before you dig. CXL HTUE YW oc (CITY POST - ANCHORED SURFACE MOUNT BY PLEXCO) <br />www.DigAlert.org 949-260-1190 Fax <br />LPADesignStudios.com <br />NOTICE TO CONTRACTOR OBJECT MARKER DETAIL "Or OBJECT MARKER DETAIL *C' RAISED MEDIAN ISLAND TREATMENT 9 5301 California Avenue <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT NOT TO SCALE NOT TO SCALE NOT TO SCALE Suite 100 <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS Irvine, California 92617 PROJECT ADDRESS: <br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO NITS NITS NITS ARCHITECTURE ENGINEERING INTERIORS 2802 S. FLOWER ST. <br />WORKING DAYS PRIOR To COMMENCING EXCAVATION. OBJECT MARKET DETAIL 'O' 04 OBJECT MARKER DETAIL 'C103 RAISED MEDIAN ISLAND TREATMENT 02 <br />LANDSCAPE ARCHITECTURE PLANNING <br />FILE NO.: PREPARED UNDER DATE STREET IMPROVEMENT PLAN CH01 <br />REVISIONS REFERENCES ROFESS/� THE SUPERVISION <br /><) �N M. N9( OF: 05/2024 SIGNAGE AND STRIPING PLAN <br />�Q NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: OCS 1E-104-75 ELEV.: 126.92' NAVD88 ������� sti��2� SENIOR CIVIL ENGINEER SEGERSTROM AVENUE AT ROSEWOOD AVENUE <br />O V OCSI (007.00) S OF (EPOCH ADJUSTMENT, NGS: THE IAS DETERMINEDS OF ING FOR (LOCALLY BY A LINE BETWEEN VEY IS BASED ON THE CCONTINUOUS GLOBAL ALIFORNIA SYSTEM CPOSITIONINGESTATIONS3 0 Y � m DESIGNED: AC DRAWN: LL CHECKED: KS <br />O (CGPS) ' SACY' AND "OEOC' BEING N80'43'39"E AS DERIVED FROM THE COORDINATES PUBLISHED AND ON FILE IN THE OFFICE OF Q R.C.E. 68369 K REVIEWED <br />EREEN SHINKAI <br />w m REVIEWED FOR � �.� 100' W/O ROSEWOOD AVENUE TO 100' E/O ROSEWOOD AVENUE <br />c THE ORANGE COUNTY SURVEYOR. FXP. 9-h 25 CONSTRUCTABILITY: �- <br />�\ HORIZONTAL DATUM: COORDINATES SHOWN ARE BASE ON THE CALIFORNIA COORDINATESYSTEM OF 1983 (CCS83), ZONE VI, PRINCIPAL CIVIL ENGINEER RCE NO.: 80470 <br />NAD83 2007.00 EPOCH ADJUSTMENT. ALL DISTANCES SHOWN ARE GRID, UNLESS OTHERWISE NOTED. MULTIPLY GRID DISTANCES BY T9TFC l o�P RECOMMENDED FOR 08/2024 PUBLIC WORKS AGENCY <br />1.00001963 TO OBTAIN A GROUND DISTANCE. ALL DISTANCES ARE BASED ON THE U.S. SURVEY FOOT. OF CALF CONSTRUCTION: <br />CONSTRUCTION COMPLETED: PRINCIPAL CIVIL ENGINEER RCE NO.: 66219 CITY OF SANTA ANA SHEET 13 OF 13 <br />Sm <br />mi <br />