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HomeMy WebLinkAbout1676-S CD a MATCHLINE SEE TO LEFT THIS SHEET. 0 11' 1 VARIES z I 5' (3.4M1 3. X V) 2 -R26(S) I 1 1 _ 2 -R26(S) -G7 2 -R26(S) 2 -R26(S) U � 0 (D-90'(27.4M) TAPER 3 Q Z f HIGHLAND AVE. ``' 2 -W56 -TYPE 'N' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - -^ w v=i I 600'(l83M TO 2 -R26(S) C-4 18 -160 (48.8M) (I 8m) � 1 -TYPE N(LT - C14 -150(46M) 1 1 -90 (27.4M) TAPER LIMIT LINE O I i moo N V 1 1 -250 (76M) �+ 11 FLARE O ao- 1 1 I= '°° ,2+00 TL - (1811) 15+00 1 1 -335'(102M)--' N O5 -100'(30.5M) - =-• - 5 ��' - - � � I BEGIN EASTBOUND 6 -150 (46M)� RR R18-1LANE STRIPE REMOVAL(1.81) a� - - - - - - - - t - - - - - - - , 4 - - - - - - - - - - - - - oinj O-TYPE IV RT � 3O2 R26(S) UJ -R26(S 2Q-R18-2�� 1 BIKE LANE STM. & TYPE 1 2 -R26 S N I 1 -TYPE N(LT) - - - - - - - - - - - - - - - 2- R81 O1 -TYPE N(RT) 1 -"STOP" - HIGHLAND AVE. 2O-R26(S O2 -R18-1 1@-290 (88.4M RR W41 - - - - - - - - - - - - - - - - I , 2 -R26(S) 18 -204'(62.2M) ( -R26(S i 1 BIKE LANE SYM. & TYPE I 1 ) 18 18 2 -R R81 (5.511) (55M) -a"I -G7-1 O1 -"SIGNAL AHEAD + I 15' 12' 12' 12' 12' � I (4.611) 33M1 3. 17Mi)(33MI) an -(6)-PER CML IMPROVEMENT PLANS O1 -TYPE N(RT) 250'(76.2M) zzSEE SHT. 15 OF STREET I W Q IMPROVEMENT PLANS FOR TRACT 15814. I 3 �: > RUFINO PLACE 0-225'(68.6M) Q I I 0-TYPE N(LT) O-R26(S 0 z Q-TYPE IV(RT) I I Q -250'(76.2M) I i FIRENZA DRIVE I 0 SEE SHT. 8 OF STREET I i T1 'fr0.f131�0 fl IMPROVEMENT PLANS FOR TRACT 15814. RR R18-1 6'6 X00 SCALE: 1"=40' 15' 12' 1 12' 12' 6 PER CML IMPROVEMENTPLANS LA S I _ 2 -R1 I I � (4.6M) 3.7MI 3. (3.7M1)(3.7MI) - - - - I. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O1 -wSTOPs TRANSITION ALL LANES OVER 260' DISTANCE I 1 -TYPE N(LT) R26 ROCHESTER AVE. { - - - - - - - - - - - - - � � ' l \ RR "SO" RRR26(S) O1 -TYPE IV(RT) N _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5, E -W11 o o RR R26 S --a 1 1 _ { o _ _ .SMI 2 R63 Nv RR R26(S) .- \ � �� � 1 1 RR R26(S) O1 _TYPE N(LT) /�09 � cn 16 Q �' RR R26(S) `� 9 RR R26(S) - -- _�+� - - --------a+- - --- .�� � � 1 .mow � � i &----0-TYPE VII(RT) --- ---T_ °° _ 00 31iI 3 N - p A - -----�' - - _ 1 -TYPE LT - - - ;� 1 - VII RT W _>� 1 _50 _ �' - - _- � O ( ) 16 1 1 1 1 O-TYPE N(LT) ©-240'(73.2M M z _ -TYPE - - 3 -- (5 -150'(4533 --4 --- -+- - _ - - +- i N O - - ,.; 1 1 -90'(27.43) FLARE�� _11 -90'(27.4M) TAPER_ N 4 v 3 - HIGHLAND AVE. STA. 23+00.00 O 7C, o - - - - - - - - - - - - -'- - - - - 5 -150 (45.73} ,.� , ROCHESTER AVE. STA. 59+69.22 10 o v O �,v 9 3 1©-250 (76.23 ao 1 1 -90(27.4M) TAPER 3 5 -100'(30.53) po i (153) Cd E1-R2 '50" �-R26(S) - - b b 3 10 E1-R26(S) 2O-W56 w w �E -R26(S) E1 W41 E1 R26(S) - - 2 -W74 E1 R18-2 TYPE N �- - DE -R26(S) o - -`' - R 18 1 - 1 \ 'SIGNAL AHEAD' 10 ROCHESTER AVE. O1 -TYPE N(RT) a 12' 12' 14' 3. 133M)(4.3M) w 0 J �i1 STANDARD GENERAL NOTES:- 1. OTES:1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPPING AND MARKINGS AND THE INSTALLATION (n THEREOF SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE 2 -G7_1 MANUAL AND STANDARD PLANS AND STANDARD PLAN N0. 133 UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. CONSTRUCTION NOTES: 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC RR - REMOVE AND RELOCATE EQUIPMENT AS SHOWN. o WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) RS - REMOVE AND SALVAGE SIGN AND POST TO CITY YARD. a UNLESS OTHERWISE NOTED. �E EXISTING SIGNAGE TO REMAIN. B. ALL CONFLICTING TRAFFIC STRIPPING AND PAVEMENT MARKINGS SHALL BE REMOVED W C. �FFICIENT CONTROL WET INSTALL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND 0 (S.A EG. ON ROCHESTER PAVEMENT MARKINGS PER CALTRANS STANDARDS. GENERAL NOTES: ERANDLARK) COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. " " 1. TRAFFIC STRIPES, PAVEMENT MARKERS, & RAISED PAVEMENT MARKERS PER D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SAND BLASTING SHALL O POST LWITH APUNCHOUT HOLES AND ANCHORD STANDARDS ON X 2 GALViNiZED METAL CALTRANS TRAFFIC MANUAL, STANDARD PLANS & STANDARD SPECIFICATIONS BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. LATEST EDITION. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY O3 SANDBLAST CONFLICTING STRIPING. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW REPLACEMENT STRIPING 2. ALL R-1 SIGNAGE SHALL BE 36" X 36". AND MARKINGS. ® INSTALL 12" SOLID WHITE THERMOPLASTIC STRIPE. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL O INSTALL 8" SOLID WHITE THERMOPLASTIC CHANNELIZING LINE-DETAIL 38. 3. SEE SHEET 2 OF 2 FOR CONTINUED SIGNING AND STRIPING. BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, .- UNLESS OTHERWISE NOTED. © INSTALL DOUBLE YELLOW THERMOPLASTIC STRIPE-DETAIL 22. G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED, ® INSTALL WHITE THERMOPLASTIC EDGELINE-DETAIL 27B. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. Og INSTALL 4" WHITE THERMOPLASTIC STRIPE-DETAIL 9. I. ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. 1 p INSTALL 12" THERMOPLASTIC CHANNELIZATON CHEVERONS AT 15' INTERVALS. l J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE O /� Added�co�3� ad Medan (lanr 2�stG 3�t�o to �. K1NU, ItJC a/2�/99 JA& WITH THE CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 11 INSTALL DOUBLE YELLOW THERMOPLASTIC MEDIAN STRIPE-DETAIL 29. ROfESS/p � e WId1h5 C ITY 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY PLAN NO. 410-A 1© INSTALL 4" WHITE THERMOPLASTIC STRIPE-50' IN LENGTH. �~� Q��T "� fv= DESCRIPTION OF REVISION DATE APP'D AU 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-8 Q INSTALL 8" WIDE WHITE THERMOPLASTIC LANE DROP STRIPE-DETAIL 37B. Na 2OM5 CITY OF RANCHO C U CA M 0 N GA DATE® * *INSTALL TWO-WAY LEFT-TURN LANE YELLOW THERMOPLASTIC MEDIAN STRIPE-DETAIL 32. E�.9�•i0b1 Cj Y" +`! SIGNING AND STRIPING PLAN 15 INSTALL 4 WHITE THERMOPLASTIC STRIPE. rF �F CA1.�fro� � 16 INSTALL 12" YELLOW THERMOPLASTIC STRIPE. HIGHLAND AVENUE AND UNDERGROUND STRUCTURES 1� INSTALL 6" WIDE WHITE THERMOPLASTIC BIKE LANE STRIPE-DETAIL 39. ROCHESTER AVENUE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER, OR OTHERS, 18 INSTALL 6" WIDE WHITE THERMOPLASTIC BIKE LANE DROP STRIPE-DETAIL 39A. TENTATIVE TRACT MAP NO. 15814 AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE 0 20 40 80 120 160 jjpp� �7 LOCATIONS AND EXTENTS. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH APPROVED BY % DATE ` IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- ReNlSlon I on �� L _ , ,:,�! ' / ' /! y CITY ENGINEER - - R.C.E. No. .- SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND " o G µ� UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE SCALE: 1 =40 DESIGN RECOMMENDED -- - IR!5jKJ ACs DIAL 7yp yp�I� PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON � BW � YBEFORE OU DIG 'rokjtKDIRE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TOLL FREE t-800-422-4133 TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR sit y, DRAWN TRAFM M941TR,K: DES, SERVIM SHEET a A PUBLIC SERVICE BY UNDERGROIRID SERVICE ALERT STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILTY TO ;a BW 1601 Dove St., Suite 290 Newport Beach, CA 92660 1 Of 2 NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. Phone: (949) 474-0809 fax: (949) 474-0902 CHECKED ROBERT KAHN R.C.E. No. 20285 DRAWING No. g/3/r�/ RK DATE 09/30/01 FILE NO. /6 76-5 � Z 4 Z � Z O � -n LARK DR. I Z X -R30A 1AM-5AM I 2 -R30A 1AM-SAM - - - - - - z ; 2 -R30A 1AM-5AM - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - 2 -R30A 1AM-5AM R26(S) L ©-150'(45.7M RS R26(S) N N RS R26(S) b 0-TYPE N(LT) _ - `�"'° 9 R26 S) ��J-130'(39.6M) -TYPE N(LT) b 9 �+ N 3 g 15 -400'(12211) 6 -100'(30.5M) 6 -100' 30.5M `� ��' ;n -130' 3 .6M"CN 3 300 C-4 _ - - -- - - - - 1 1 -90'(27.4M) TAPER w N - -- - - - q - a - - - - _ - - - - — - _ W �--- LARK DR. E1 ` R26(S) �-W17 `' `E�-R26(S) OE -R26(S) I 1 -'STOP AHEAD' " O-TYPE N(LT) - F `' ( ) O O1 -TYPE N(RT) Q 1 50(45.7M `EE -R18-2 u � w J Q U N LARK DR. MATCHLINE SEE TOP RIGHT THIS SHEET. 15' 0' 15' I d 1�, (4.711) ( (43M) J \19150 5 '(45.7M Cj 3 -TYPE N(LT) i 4 x dl z �.•.--`�'.''�"�' 15' 0-"SCHOOL' SCALE: 1"=40' 0-TYPE N43M(RT) I ( ) 0 15' RR R26(S) .� _+j o - �� �N ( (43M) SR4 x E I -+ f- fir-- RR R 1 IA ? w � , RSR1-2 ROCHESTER AVE. //-OE -R26(S) -,_R26(S) `EE -SR4 o _ .� 00 -TYPE N(LT) ! ,25 Co ' I - — _ �,� 11 w Ln _ _ h ry Uj 1 00'(183W)O'(18.3M) FLARE 9I g oo- 3 9 5 w (#5.7#} ao i 3 STANDARD GENERAL NOTES: Q � 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPPING AND MARKINGS AND THE INSTALLATION alFR-Sl W 11 THEREO � _ MANUALFSHALL AND STANDARDRM TO PLANS ANCALTRANS, TANDARD PLAN NO. 133, UNLESS TFIHERWISE APPROVED ORMAINTENANCE `"" riP ng Trang�l-ion �'-D y ( R26(S) `E R26(S) `E�-R26(S) ROCHESTER AVE. ��-R26(S) _10 v -W56 DIRECTED BY THE CITY ENGINEER. 5 -NIi Q Y `" TYPE-N 2a d 1—� 0c: O 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION ��- ►� to 3 o OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC - 4- 910 Z Itv' WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. ` In t! L 9) ac� N In " a -u •• A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) Hid � £ �I � J� � � �'� � E 4 c o UNLESS OTHERWISE NOTED. < F- I L �'Q B. ALL CONFLICTING TRAFFIC STRIPPING AND PAVEMENT MARKINGS SHALL BE REMOVED z CONSTRUCTION NOTES: �h c d BY WET SANDBLASTING. 1 C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND RR - REMOVE AND RELOCATE EQUIPMENT AS SHOWN. GENERAL NOTES: COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. RS - REMOVE AND SALVAGE SIGN AND POST TO CITY YARD. a D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SAND BLASTING SHALL 1. TRAFFIC STRIPES, PAVEMENT MARKERS, & RAISED PAVEMENT MARKERS PER E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY OE EXISTING BE REPLACED PRIOR TO INSTALLATION STRIPING AND MARKINGS. EXISTING SIGNAGE TO REMAIN. CALTRANS TRAFFIC MANUAL, STANDARD PLANS & STANDARD SPECIFICATIONS THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW REPLACEMENT STRIPING LATEST EDITION. AND MARKINGS. O1 INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES (S. 2.ON ROCHESTER AND LARK) 2. SEE SHEET 1 OF 2 FOR CONTINUED SIGNING AND STRIPING. SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL O INSTALL TRAFFIC SIGN PER CALTRANS STANDARDS ON 2"X 2" GALVANIZED METAL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, POST WITH PUNCHOUT HOLES AND ANCHOR BLOCKOUT. UNLESS OTHERWISE NOTED. G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN O3 SANDBLAST CONFLICTING STRIPING. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. ~ ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR ® INSTALL 12" SOLID WHITE THERMOPLASTIC STRIPE. HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. .. I. ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE O5 INSTALL 8" SOLID WHITE THERMOPLASTIC CHANNELIZING LINE-DETAIL 38. PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE © INSTALL DOUBLE YELLOW THERMOPLASTIC STRIPE-DETAIL 22. d WITH THE CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. A44.ed Mian Sfa do 4, LD KING INC- INSTALL WHITE THERMOPLASTIC EDGELINE-DETAIL 27B. C eROFESS/p,�'` 4,(ot3 � Qe- w l dj Lantdkhs e/26,g9 JACs 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY PLAN NO. 410-A g INSTALL 4" WHITE THERMOPLASTIC STRIPE-DETAIL 9. •<�� SIT �.� CITY 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN N0. 401-9 �,� QCT ' y o= DESCRIPTION OF REVISION DATE APP'D 1 1 INSTALL DOUBLE YELLOW THERMOPLASTIC MEDIAN STRIPE-DETAIL 29. � NOL �20M � �L� � Z..g 99 CITY 0 F RANCHO C U C A M 0 N G A 1© INSTALL 4" WHITE THERMOPLASTIC STRIPE-50' IN LENGTH. * Emp W300 * DATE ® INSTALL TWO-WAY LEFT-TURN LANE YELLOW THERMOPLASTIC MEDIAN STRIPE-DETAIL 32. CI Y1v �' SIGNING AND STRIPING PLAN 15 INSTALL 4" WHITE THERMOPLASTIC STRIPE. 'rF OF CA�\FO�� o LARK DRIVE AND 16 INSTALL 12" YELLOW THERMOPLASTIC STRIPE. ROCHESTER AVENUE UNDERGROUND STRUCTURES , ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER, OR OTHERS, TENTATIVE TRACT MAP NO. 15814 AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE 0 20 40 80 120 160 LOCATIONS AND EXTENTS. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH I APPROVED BY y , : DATE ' IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- utslon Onil� CITY ENGINEER C11 ( " C R.C.E. No. SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND o UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE SCALE: 1"=40' DESIGN RECO MENDED 1 A& DIAL_ �„o LINO PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON BW 1 YOU D G DAYS E DIG RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES t R!5j-� � a TaLL FREE �`800-422-4133 TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR 'f ' , "` DAWN TRAFFIC ENGINEERIbt� DESIGN! SERVICES SHEET A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BW 1601 Dove St., suite 290 • Newport Beach, G 92660 2 Of 2 NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. Phone: (949) 474-0809 Fax: (949) 474-0902 CHECKED ROBERT KAHN DRAWING No. C 8�31/'rj`J RK DATE 09/30/01 R.C.ENO o. 20285 /676 Jc� ;