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8303GENERAL IMPROVEMENT NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS' PUBLIC ROAD STANDARDS. 'R' VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS- GUTTER, AND PAVING. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES PRIOR TO THE START OF ANY WORK, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS, TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL REQUEST MARK -OUT OF EXISTING UNDERGROUND UTILITIES BY CALLING UNDERGROUND SERVICE ALERT AT 1- 800 - 422 -4133 AT LEAST THREE DAYS PRIOR TO ANY CONSTRUCTION. 8.a)THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 b)THE CONTRACTOR SHALL NOTIFY THE AT &T TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TELEPHONE: (858) 886 -2863 c)THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA. TELEPHONE: (760) 633 -2709. d)THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE TELEVISION COMPANY. TELEPHONE: (800) 422 -4133 9. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE: (760) 633 -2770. 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACE BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 11. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. 12. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS,AND THE SPECIAL PROVISIONS FOR THIS PROJECT. BASIS OF COORDINATES BEARINGS AND COORDINATES SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (EPOCH 1991.35), ZONE 6 BASED LOCALLY UPON THE FOLLOWING NORTH COUNTY TRANSPORTATION DISTRICT STATIONS AS PUBLISHED BY THE NORTH COUNTY TRANSPORTATION DISTRICT. NAME NORTHING EASTING 324 1951720.50 6245576.45 325 1957445.59 6242845.71 326 1961544.87 6255351.21 BENCHMARK ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE FOLLOWING NORTH COUNTY TRANSPORTATION DISTRICT BENCH MARKS. NAME ELEVATION 324 38.42 325 99.68 326 81.79 PROJECT LOCATION NORTHWEST CORNER OF SOUTH COAST HIGHWAY 101 AT K STREET ENCINITAS, CALIFORNIA 92024 PLANS FOR THE CONSTRUCTION OF rj w 0 . ! o n • IN THE S11 VICINITY MAP NOT TO SCALE SHEETINDEX SHEET DESCRIPTION 1 TITLE SHEET 2 INDEX MAP, TYPICAL SECTIONS & DETAILS 3 DEMOLITION PLAN 4 IMPROVEMENT PLAN 5 HARDSCAPE IMPROVEMENT PLAN 6 SIGNING & STRIPING PLAN STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. m KATHARINE E SHATILA, RCE 75061 DATE &ITSI THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREEN BOOK ") 3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS 4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS 5. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD) 6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD LEGEND ITEM SYMBOL AB AGGREGATE BASE AC ASPHALT CONCRETE APN ASSESSOR'S PARCEL NUMBER CURB AND GUTTER BC BEGIN CURVE PROPOSED CONCRETE SIDEWALK BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE C &G CURB & GUTTER CURB RAMP WITH F1 /F1\ CO CLEAN OUT TRUNCATED DOMES CONC CONCRETE EC END CURVE PROPOSED SIDWALK UNDERDRAIN SD ECR END CURB RETURN EOP EDGE OF PAVEMENT PROPOSED CONTOUR 212 EP END POINT EXISTING CONTOUR - - EVC END VERTICAL CURVE EX EXISTING LIMITS OF WORK /DAYLIGHT LINE -1�- FG FINISH GRADE EXISTING PROPERTY LINE fL' FL FLOWLINE EXISTING RIGHT OF WAY LINE -R/W- - - FS FINISH SURFACE GV GAS VALVE HP HIGH POINT EXISTING CONCRETE IE INVERT ELEVATION LF LINEAR FEET EXISTING EDGE OF PAVEMENT LP LOW POINT MB MAILBOX EXISTING WALL _ <- PCC PORTLAND CEMENT CONCRETE PCC POINT OF CONTINUOUS CURVE EXISTING FENCE x__ __ . - - - -- pp POWER POWER POLE PRC POINT OF REVERSE CURVE EXISTING WATER VALVE O PRV PRESSURE REDUCING VALVE PVMT PAVEMENT EXISTING FIRE HYDRANT ►er RET RETAINING RIM RIM ELEVATION EXISTING WATER METER FMI SCO SEWER CLEANOUT SD STORM DRAIN EXISTING SEWER MANHOLE Q SDG &E SAN DIEGO GAS & ELECTRIC SDRSD SAN DIEGO REGIONAL STANDARD DRAWING EXISTING MAILBOX SMH SEWER MANHOLE STD STANDARD EXISTING SIGN Q SWK SIDEWALK TB TOP OF BERM TC TOP OF CURB EXISTING TREE TS TRAFFIC SIGNAL WM WATER METER WV WATER VALVE Underground Service Alert SAN D I EGU I TO WATER DISTRICT PLANNING ■ DESIGN ■ CONSTRUCTION NO. 75061 cla�mam REVIEWED BY: NOTE: {�'' CALL TOLL FREE NGVD29 ELEVATION + 2.15 FEET = NAVD88 ELEVATION. 1 J CiVIV �a �� 1- 800422 -4133 THIS DELTA WAS CALCULATED THROUGH THE NATIONAL l�rfOFC►Il \EO�� CARLSBAD,CAL�FORNIA92oOe-4386 GEODETIC SURVEY (NGS) VERTCON TOOL. CONSULTING 760.4769W o FAX 76OA76.M • www.RBF.com 1= l DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAIMNG NO. BENCHMARK: OC -0139 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: DESCRIPTION: BRASS DISC STAMPED OC 139 HORIZONTAL AS SHOWN TITLE SHEET LOCATION: SET IN CONCRETE LIGHT BASE . 0097 - SI SOUTHWEST CORNER OF J STREET VERTICAL AS SHOWN ENGINEER: DATE: BY: BY: K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTS AND HWY 101 IN ENCINITAS KATE SHATILA ELEVATION: 76.506 DATUM: SD COUNTY R.c.E. No. 75061 EXP. 12/31/13 DATE: G '�Z'�3 DATE: i /3 / _ CIP PROJECT NO. CS13B, 05 -088 DR /CDP SHEET 1 OF 6 W V♦ l E a 00 0 r7 0 N z 0 a_ a w 3 Vj 0 I I` rn r` r7 M w 0 0! 0_ J 0 z / ❑ 0 4 U rn M i o_ / LN R/W REMOVE AND REPLACE EXISTING SIDEWALK PER SDRSD G -7, G -9, & G -10 15 15' l w z_ � I R/W i I 5.4' 0 � I MAX W Z J 8' I - 8, RAISED I BIKE LANE MEDIAN I � 2% — EX. GROUND (APPROX)_ REMOVE EX. 6" AC BERM SIDEWALK PER SDRSD 6" CURB AND GUTTER PER SDRSD G -7, G -9, & G -10 G -2 OVER 4" CLASS II AB A TYPICAL SECTION -- NTS 3'1 WIDTH VARIES 7' BIORETENTION AREA MAX PER DETAIL 1 HEREON 2% .I Imo_ 2' BENCH 8' MAX _ — A CONSTRUCT CEMENT STABILIZED DG WALKWAY B TYPICAL SECTION -- NTS z 0 3 a 1' (TYP) X. GROUND (APPROX) 6" CURB AND GUTTER W /OPENINGS PER SDRSD G -2 AND DETAIL 3 (HEREON) OVER 4" CLASS II AB LEGEND: O ADJACENT MATERIAL PER PLANS OMEDIUM COBBLE - PER LANDSCAPE DRAWINGS 2 BY OTHERS OLARGE COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS ®SMALL COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS ( ) SUBGRADE © PLANTING IN SWALE PER LANDSCAPE PLANS (BY OTHERS) O7 18" BIO- FILTRATION SOIL LAYER ® IMPERMEABLE LINER 4 BIORETENTION AREA O 4Y ME 5't nk4A 4: 1 4 L6" MIN. FINISH GROUND: PLANTING. REFER TO LANDSCAPE PLAN (BY OTHERS) LEGEND: Ol LARGE COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS O MEDIUM COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS O3 SMALL COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS NOT TO SCALE _ viz OPTIONAL BREAK LINE FOR CUTS IN EXISTING CURB & GUTTER GRIND ALL AC COLD MINIMUM 1.5" EXISTING AC INSTALL STRESS - RELIEVING FABRIC UNDER AC. FABRIC SHALL BE GlasPave25 OR APPROVED EQUAL. PE TO BE FINISHED USH WITH CURB i0 0 CURB OPENING 3 NOT TO SCALE 4 SAWCUOSTDETAIL DEPTH SECTION 'OSED 6" 3 & GUTTER SET 4 " -8" DIA. WATER -WORN STONE (LODI OR EQUAL) INTO MORTAR 2/3t THEIR THICKNESS IN A NEAT AND CLEAN MANNER WITH MIN. MORTAR SHOWN 1" VARIES - SEE PLAN 1" w w z z J SIDES (TYP) 2% PITCH BOTH FOOT 1/4' PER Q •. �i."'.Y �4:ztiyn^ <,S,'lti1. 4! t \4' . y'Or` `S;i +a• �.A ";'� Q EXISTING 95% COMPACTED 6" CONCRETE PAVEMENT SUBGRADE MORTAR BED PAVEMENT SED 6" NOTES: CURB 1. AFTER THE COBBLESTONE HAS BEEN SET INTO THE MORTAR, THE EXCESSIVE MORTAR IN BETWEEN THE JOINTS OF THE COBBLESTONES SHALL BE CAREFULLY REMOVED AND RAKED IN A SMOOTH JOINT (NO PROTRUSION OF MORTAR WILL BE ALLOWED). 2. SEAL FINAL SURFACE WITH WATER SEALER. nCOBBLESTONE MEDIAN ISLAND NOT TO SCALE Underground Service Alert SAN D I EGU I TO WATER DISTRICT � �V "y `' PLANNING ■ DESIGN ■ CONSTRUCTION aue�■monc REVIEWED BY:- c� ¢N sz`-?' m �:. CALL TOLL FM `' t 1 -800 422 -4133 C/V k\- ��� � � 5050 AVENIDA ENCINAS, SUITE 260 OF C AUF CARLSBAD, CALIFORNIA 92008 -4386 C O N S U LTI N C, 760.4762193 • FAX 760.476.9198 • www.RBF.com no vamc y� rae my m DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: OC -0139 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DETAILS AND TYPICAL SECTIONS FOR: DESCRIPTION: BRASS DISC STAMPED OC 139 HORIZONTAL AS SHOWN LOCATION: SET IN CONCRETE LIGHT BASE 0097 — SI SOUTHWEST CORNER OF J STREET VERTICAL AS SHOWN E NGINEER: DATE: BY BY: K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTS AND HWY 101 IN ENCINITAS KATE SHATILA ELEVATION: 76.506 DATUM: SD COUNTY 6 �3 /3 CIP PROJECT N0. CS13B, 05 -088 DR /CDP R.C.E. N0. 75061 EXP. 12/31/13 DATE: � '�2 �3 DATE: SHEET 20F 6 KA W C0 E a o_ M ». N 0 z 0 d a In w C9 O 0 N O I r rn ro h ro w 0 a' w J / 0 z a i Cl 0 M r) a I— a 0 an XXXX COAST ,j Underground Service Alert UYL l00IDU m CALL TOLL FREE 1 -800 422 -41. -41: no �o®c ma mm mo � REVISIONS Gy.. SAN DIEGUITO WATER DISTRICT REVIEWED BY. APPROVED I DATE DATE: REFERENCES COAST HIGHWAY 101 BEARING /DELTA RADIUS LENGTH NOTE -- -fir N05 059'49 "W -- 2.49' SAWCUT 2 N63 027'17 "E -- 16.06' SAWCUT 3 20 036'03" 22.50' 8.09' SAWCUT 4 N84 003'20 "E � f SAWCUT 5 73 °04'55" 12.50' 15.94' SAWCUT 6 N22 051'45 "W -- 41.53' Underground Service Alert UYL l00IDU m CALL TOLL FREE 1 -800 422 -41. -41: no �o®c ma mm mo � REVISIONS Gy.. SAN DIEGUITO WATER DISTRICT REVIEWED BY. APPROVED I DATE DATE: REFERENCES COAST HIGHWAY 101 DATE BENCHMARK SCALE BENCHMARK: OC -0139 DESCRIPTION: BRASS DISC STAMPED OC 139 HORIZONTAL AS SHOWN LOCATION: SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF J STREET VERTICAL AS SHOWN AND HWY 101 IN ENCINITAS ELEVATION: 76.506 DATUM: SO COUNTY DEMOLITION NOTES O1 PROTECT IN PLACE. O2 SAWCUT EX. PAVEMENT PER DETAIL 4 ON SHEET 3. ( )FULL DEPTH AC PAVEMENT REMOVAL. ® REMOVE EX. PCC CURB, GUTTER, AND SIDEWALK. \CCCC\V SIDEWALK TO BE REMOVED AT THE NEAREST JOINT. lU1�V O5 REMOVE EX. AC BERM © ADJUST TO FINISH GRADE. REFER TO IMPROVEMENT PLAN. O7 REMOVE AND SALVAGE EXISTING SIGN AND POST. SEE SHEET 5 FOR RELOCATION. © REMOVE CONFLICTING PAVEMENT MARKINGS. SEE SHEET 5 FOR LIMITS OF REMOVAL O9 REMOVE EXISTING TREE. EXCAVATE 3' DEPTH AND 6 FOOT DIAMETER AROUND TREE. SAWCUT DATA TABLE BEARING /DELTA RADIUS LENGTH NOTE -- -fir N05 059'49 "W DATE BENCHMARK SCALE BENCHMARK: OC -0139 DESCRIPTION: BRASS DISC STAMPED OC 139 HORIZONTAL AS SHOWN LOCATION: SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF J STREET VERTICAL AS SHOWN AND HWY 101 IN ENCINITAS ELEVATION: 76.506 DATUM: SO COUNTY DEMOLITION NOTES O1 PROTECT IN PLACE. O2 SAWCUT EX. PAVEMENT PER DETAIL 4 ON SHEET 3. ( )FULL DEPTH AC PAVEMENT REMOVAL. ® REMOVE EX. PCC CURB, GUTTER, AND SIDEWALK. \CCCC\V SIDEWALK TO BE REMOVED AT THE NEAREST JOINT. lU1�V O5 REMOVE EX. AC BERM © ADJUST TO FINISH GRADE. REFER TO IMPROVEMENT PLAN. O7 REMOVE AND SALVAGE EXISTING SIGN AND POST. SEE SHEET 5 FOR RELOCATION. © REMOVE CONFLICTING PAVEMENT MARKINGS. SEE SHEET 5 FOR LIMITS OF REMOVAL O9 REMOVE EXISTING TREE. EXCAVATE 3' DEPTH AND 6 FOOT DIAMETER AROUND TREE. SAWCUT DATA TABLE BEARING /DELTA RADIUS LENGTH NOTE 1 N05 059'49 "W -- 2.49' SAWCUT 2 N63 027'17 "E -- 16.06' SAWCUT 3 20 036'03" 22.50' 8.09' SAWCUT 4 N84 003'20 "E -- 15.00 SAWCUT 5 73 °04'55" 12.50' 15.94' SAWCUT 6 N22 051'45 "W -- 41.53' SAWCUT 7 N67 008'15 "E -- 2.50' SAWCUT 8 N22 051'45 "W -- 11.69' SAWCUT 9 149 043'38" 3.00' 7.84' SAWCUT 10 30 016'22" 36.00' 19.02' SAWCUT 11 30 016'21" 36.00' 19.02' SAWCUT 12 112 037'53" 3.00' 5.90' SAWCUT 13 N05 °59'49 "W -- 2.50' SAWCUT 14 N83 °38'35 "E -- 20.02' SAWCUT 15 38 °57'13" 17.50' 11.90' SAWCUT 16 38 °31'58" 22.50' 15.13' SAWCUT 17 105 028'33" 37.50' 69.03' SAWCUT 18 N21024' 43"W -- 113.82' SAWCUT 19 44 °13'15" 22.50' 17.37' SAWCUT 20 N65037' 58"W -- 15.73' SAWCUT 21 59 038'58" 7.50' 7.81' SAWCUT 22 N84 000'11 "E -- 2.98' SAWCUT 23 N66 035'32 "E -- 1.00' SAWCUT 24 N23 °24'28 "W -- 19.00' SAWCUT 25 N66 035'32 "E -- 1.00' SAWCUT 26 N 23 003'09" W -- 6.87' SAWCUT 27 N 66 °56'51" E -- 5.00' SAWCUT 28 N 23 003'09" W -- 6.86' SAWCUT 29 N 67 000'59" E -- 5.00' SAWCUT 30 N 05 °05'01" W 2.50' SAWCUT 31 N 84 054'59" E -- 7.00' SAWCUT 32 N 05 005'01" W -- 2.46' SAWCUT 33 N 06 021'25" W 37.58' SAWCUT 34 N 86 020'51" E -- 2.50' SAWCUT 35 N 06 021'25" W -- 37.44' SAWCUT 36 N 22 011'38" W -- 31.33' SAWCUT 37 N 22 °11'38" W -- 31.31' SAWCUT H w O 00 E n M N Z O U) d Q N w (D 0 0 I M O 1r-- 0) r r7 r7 W SCq4 F 0o �Lzo• � PLANNING ■ DESIGN ■ CONSTRUCTION 20 10 0 20 40 60 J LkD SCALE: 1"=20' z 5050 AVENIDA ENCINAS, SUITE 260 j CARLSBAD, CALIFORNIA 92008 -4386 0 C O N S U LT I N G 760.476.9193 • FAX 760.476.9198 • www.RBF.com o U SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DEMOLITION PLAN FOR: K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTS 0097 -SI ENGINEER: DATE: BY: ! BY: � KATE SHATILA // p R.C.E. N0. 75061 EXP. 12/31/13 DATE: (Q • /_ • /3 DATE: -088 DR /COP C I P PROJECT N0. CS 13B , 05 SHEET 3 OF 6 NJ -�ili ■ ■fii11�7 agl■■■I - -R/W--- ■_ • -- 34 0 +95.58 2 73 °04'55" 10 MATCH EX. �� ■■ -- 75.30 TC N84 °03'20 "E CONSTRUCTION NOTES 15.00' MATCH EX. 62.75' 34 036'49" ■o 7C ni T ■ ■oi i v 00 U, ■o FL - ■iii 149 °43'39" 2.00' " M 7 CO CONSTRUCT TYPE 'G' CURB & GUTTER PER SDRSD G -2. 19 74.80 TC /FL MENEM ONE • 12 55 O 9 30 016'22" 76.13 TC - -- - - - -- 6" CURB 10 30 °16'21" 35.00' 18.49' 6" CURB 11 O CONSTRUCT 6" CURB PER SDRSD G -1. sm■ 6" CURB & GUTTER 12 38 °57'13" 20.00' 13.60' 6" CURB & GUTTER 13 38 031'58" 20.00' 13.45' 6" CURB & GUTTER 14 105 °28'33" 35.00' 64.43' 6" CURB & GUTTER 15 N21 °24'43 "W -- 113.82' 6" CURB & GUTTER ** 16 44 013'15" ■ ■ ■fii11�7 Z1, - -R/W--- ■_ ■_�i•r�'�!��Tii -- 34 0 +95.58 2 73 °04'55" 10 MATCH EX. �� ■■ -- 75.30 TC N84 °03'20 "E CONSTRUCTION NOTES 15.00' MATCH EX. 62.75' 34 036'49" ■o 7C ni T ■ ■oi i v 00 U, ■o FL - ■iii 149 °43'39" 2.00' " M 7 CO CONSTRUCT TYPE 'G' CURB & GUTTER PER SDRSD G -2. 19 74.80 TC /FL MENEM ONE 149 043'38" 12 55 O 9 30 016'22" 76.13 TC - -- - - - -- 6" CURB 10 30 °16'21" 35.00' 18.49' 6" CURB 11 O CONSTRUCT 6" CURB PER SDRSD G -1. sm■ 6" CURB & GUTTER 12 38 °57'13" 20.00' 13.60' 6" CURB & GUTTER 13 38 031'58" 20.00' 13.45' 6" CURB & GUTTER 14 105 °28'33" 35.00' 64.43' 6" CURB & GUTTER 15 N21 °24'43 "W -- 113.82' 6" CURB & GUTTER ** 16 44 013'15" 20.00' 15.44' 6" CURB & GUTTER ** 17 N65 °37'58 "W -- 15.73' 6" CURB & GUTTER ** 18 59 °38'09" 8.50' 8.85' O CONSTRUCT TYPE 'A' CURB RAMP PER SDRSD G -27 WITH N22 °51'27 "W -- 19.00' 6" CURB & GUTTER 20 N84 °34'10 "E -- 6.00' SOUTH CURB RETURN NORTH CURB RETURN PROPOSED TOP OF CURB PROFILE PROPOSED TOP OF CURB PROFILE SCALE: HORIZ. 1 "= 20' SCALE: HORIZ. 1 "= 20' VERT. 1 "= 4' VERT. 1 "= 4' l .. 72.6 MATC r 72.80 � MATCH / � J 0 +00.00 EC MATCH EX 4 Al 76.13 TC 75.63 FSN ® /0.0 1 r J Z1, - -R/W--- - - -- 75.72 EG N22 °51'45 "W -- 34 l .. 72.6 MATC r 72.80 � MATCH / � J 0 +00.00 EC MATCH EX 4 Al 76.13 TC 75.63 FSN COAST HIGHWAY 101 Underground Service Alert SAN D I EGU I TO WATER DISTRICT W'8IIFI)IIII1 w REVIEWED BY: CALL TOLL FREE 1 -800 422 -41-41 33 DATE: REVISIONS APPROVED I DATE REFERENCES �C/) (73.67 EG) 1150 COAST HIGHWAY MATCH EX. FS FL % 0 +00.00 31 \ EX. MATCH EX.\ 73.76 EG �-\ 7 MATCH EX. w 73. 41 FLT 0 +11.39 PCC y 0 +32.58 PCC J 14 EG EG) ° 73.97 FS `.�F1 F 3 47 FL 73.51 FLT I EG I L =19' 8 73.90 FS v / 0 +47.04 PCC J ^ 73.999 FS �, 5 75.05 FS 73.49 FL f 7 bfq 1 0 +24.38 'EC , 13 75.11 F 11 7575.46 EG ' .. 76.25 T N D (U 0 0 +39.38 BC 1 2 f j / 0 +54.04 EC / X76.09 TC / m 20 1 m CAUTION!! 4" HIGH PRESSURE GAS LINE f SCALE: 1"=20' DATE BENCHMARK SCALE BENCHMARK: OC -0139 DESCRIPTION: BRASS DISC STAMPED OC 139 LOCATION: SET IN CONCRETE LIGHT BASE HORIZONTAL AS SHOWN SOUTHWEST CORNER OF J STREET VERTICAL AS SHOWN AND HWY 101 IN ENCINITAS ELEVATION: 76.506 DATUM: SO COUNTY 1' WIDE BERM 74. 74.10 FS 7 1 +14.23 EC .. 4.35 EG 7 74.57 EG 1140 COAST HIGHWAY 74.85 EG ® /0.0 1 r J - - - -R/W--- - - -- 75.72 EG N22 °51'45 "W -- 34 0 +95.58 2 73 °04'55" 10 MATCH EX. �� 6" CURB & GUTTER -- 75.30 TC N84 °03'20 "E CONSTRUCTION NOTES 15.00' MATCH EX. 62.75' 34 036'49" .� :..� 7C ni T 6" CURB & GUTTER J 75.32 TO i v 00 U, 74.75 TC FL - MATCH EX. 149 °43'39" 2.00' 5.23' M 7 CO CONSTRUCT TYPE 'G' CURB & GUTTER PER SDRSD G -2. 19 74.80 TC /FL 6" CURB \ 149 043'38" 12 5.23' O 9 30 016'22" 76.13 TC - -- - - - -- 6" CURB 10 30 °16'21" 35.00' COAST HIGHWAY 101 Underground Service Alert SAN D I EGU I TO WATER DISTRICT W'8IIFI)IIII1 w REVIEWED BY: CALL TOLL FREE 1 -800 422 -41-41 33 DATE: REVISIONS APPROVED I DATE REFERENCES �C/) (73.67 EG) 1150 COAST HIGHWAY MATCH EX. FS FL % 0 +00.00 31 \ EX. MATCH EX.\ 73.76 EG �-\ 7 MATCH EX. w 73. 41 FLT 0 +11.39 PCC y 0 +32.58 PCC J 14 EG EG) ° 73.97 FS `.�F1 F 3 47 FL 73.51 FLT I EG I L =19' 8 73.90 FS v / 0 +47.04 PCC J ^ 73.999 FS �, 5 75.05 FS 73.49 FL f 7 bfq 1 0 +24.38 'EC , 13 75.11 F 11 7575.46 EG ' .. 76.25 T N D (U 0 0 +39.38 BC 1 2 f j / 0 +54.04 EC / X76.09 TC / m 20 1 m CAUTION!! 4" HIGH PRESSURE GAS LINE f SCALE: 1"=20' DATE BENCHMARK SCALE BENCHMARK: OC -0139 DESCRIPTION: BRASS DISC STAMPED OC 139 LOCATION: SET IN CONCRETE LIGHT BASE HORIZONTAL AS SHOWN SOUTHWEST CORNER OF J STREET VERTICAL AS SHOWN AND HWY 101 IN ENCINITAS ELEVATION: 76.506 DATUM: SO COUNTY 1' WIDE BERM 74. 74.10 FS 7 1 +14.23 EC .. 4.35 EG 7 74.57 EG 1140 COAST HIGHWAY 74.85 EG - +69.23 EC rt7^ J 10 FS :' MATCH EX. 74.24 FS �•` 73.88 FL � U -v 16 . " 75 „f 2 +60.38 BC r 74.38 FS 2 +44.64 EC SEE CURB TRANSITION DETAIL HEREON 2 +28.05 BC 4 73.56 FL I SPECIAL DISTRICT NOTE: REMOVE AND EXPORT EXISTING SOIL 24 INCHES BELOW FINISH GRADES IN ALL LANDSCAPE AREAS OUTSIDE OF BIORETENTION AREA. IMPORT TOPSOIL FOR UPPER 24 INCHES. COMPACT TO 90% RELATIVE COMPACTION. SCALE. HORIZ. 1 = 20 VERT. 1 "= 4' NOTE: FOR CONCRETE PAVING COLOR AND FINISH SEE HARDSCAPE IMPROVEMENT PLAN SHEET 5. CURB DATA TABLE ® BEARING /DELTA RADIUS LENGTH NOTE 1 N22 °51'45 "W -- 41.53' 6" CURB & GUTTER 2 73 °04'55" 10.00' 12.76' 6" CURB & GUTTER 3 N84 °03'20 "E CONSTRUCTION NOTES 15.00' 6" CURB & GUTTER 4 34 036'49" 20.00' 12.08' 6" CURB & GUTTER 5 35 016'01" 20.00' 12.31' 6" CURB & GUTTER 6 149 °43'39" 2.00' 5.23' 6" CURB 7 O CONSTRUCT TYPE 'G' CURB & GUTTER PER SDRSD G -2. 33.27' 6" CURB 8 149 043'38" 2.00' 5.23' 6" CURB 9 30 016'22" 35.00' 18.49' 6" CURB 10 30 °16'21" 35.00' 18.49' 6" CURB 11 O CONSTRUCT 6" CURB PER SDRSD G -1. 20.00' 6" CURB & GUTTER 12 38 °57'13" 20.00' 13.60' 6" CURB & GUTTER 13 38 031'58" 20.00' 13.45' 6" CURB & GUTTER 14 105 °28'33" 35.00' 64.43' 6" CURB & GUTTER 15 N21 °24'43 "W -- 113.82' 6" CURB & GUTTER ** 16 44 013'15" 20.00' 15.44' 6" CURB & GUTTER ** 17 N65 °37'58 "W -- 15.73' 6" CURB & GUTTER ** 18 59 °38'09" 8.50' 8.85' O CONSTRUCT TYPE 'A' CURB RAMP PER SDRSD G -27 WITH N22 °51'27 "W -- 19.00' 6" CURB & GUTTER 20 N84 °34'10 "E -- 6.00' 6" CURB & GUTTER TRUNCATED DOMES PER SDRSD G -30, WIDTH =3' MIN. ® CONSTRUCT PCC DRIVEWAY. 5.5" PCC OVER SUBGRADE COMPACTED TO 90 %. SEE HARDSCAPE PLAN SHEET 5 FOR COLOR AND FINISH. O CONSTRUCT PCC SIDEWALK PER SDRSD G -7, G -9 & G -10. SEE HARDSCAPE PLAN SHEET 5 FOR COLOR AND FINISH. © CONSTRUCT BIORETENTION AREA PER DETAIL 1 ON SHEET 2. O CONSTRUCT DRAINAGE SWALE PER DETAIL 2 ON SHEET 2. ® INSTALL SIDEWALK UNDERDRAIN PER SDRSD D -25. LENGTH PER PLAN. O CONSTRUCT CEMENT STABILIZED DG WALKWAY 10 CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G -29 20' VC � 11 ADJUST VALVE TO GRADE I � 10 +45. L = 74.01_ 12 CONSTRUCT TRUNCATED DOMES PER SDRSD G -30, WIDTH = 3' MIN ' U K = 2.29 - 13 INSTALL (2) 2 1/2" SCHD 40 SLEEVES 6" APART AT 36" DEPTH P7 N Ul M L� r (n > L� m U w 14 INSTALL (2) 2 1/2" SCHD 40 SLEEVES 6" APART AT 18" DEPTH F1-_N O o M O o M O <n I° �` ® INSTALL ELECTRIC METER WITH STAINLESS STEEL PEDESTAL. ,- Iri n c�D -� n +, �- - ri ar COORDINATE WITH SDGE LO . -+ , 4 31 INSTALL MILBANK METER PEDESTAL, STAINLESS STEEL 100A 120/240V 1 -PHS WITH 15 AMP BREAKER MARKED "IRRIGATION ". 7 PROVIDE 1" CONDUIT WITH LONG SWEEP TO IRRIGATION CONTROLLER) BY OTHERS O INSTALL 2" WATER SERVICE AND BACKFLOW PREVENTER PER SDRSD -' --SIDEWALK $L UNDERDRAI- WS -02. SDWD TO INSTALL 1.5" WATER METER AND CATHODIC PROTECTION O CONSTRUCT MODIFIED TYPE 'D' CURB RAMP (6' WIDE) PER SDRSD G -31 WITH TRUNCATED DOMES PER SDRSD G -30, WIDTH =3' MIN. ® CONSTRUCT CONCRETE BUS STOP BENCH AREA O INSTALL COBBLESTONE HARDSCAPE PER DETAIL 5 ON SHEET 2. ® CONSTRUCT 2.5' TRENCH AND RESURFACE PER CITY OF ENCINITAS UTILITY TRENCH BACKFILL AND RESURFACING STANDARD (APPENDIX 2.4) SHARED DRIVEWAY O INSTALL QUICKCRETE 84" VICTORIA CONCRETE BENCH, CHOCOLATE BROWN COLOR T1 SMOOTH FINISH, STANDARD GLOSS FINISH, WITH PROPOSED FINISH SURFACE PROFILE CENTER ARMREST 11 1 - +69.23 EC rt7^ J 10 FS :' MATCH EX. 74.24 FS �•` 73.88 FL � U -v 16 . " 75 „f 2 +60.38 BC r 74.38 FS 2 +44.64 EC SEE CURB TRANSITION DETAIL HEREON 2 +28.05 BC 4 73.56 FL I SPECIAL DISTRICT NOTE: REMOVE AND EXPORT EXISTING SOIL 24 INCHES BELOW FINISH GRADES IN ALL LANDSCAPE AREAS OUTSIDE OF BIORETENTION AREA. IMPORT TOPSOIL FOR UPPER 24 INCHES. COMPACT TO 90% RELATIVE COMPACTION. SCALE. HORIZ. 1 = 20 VERT. 1 "= 4' NOTE: FOR CONCRETE PAVING COLOR AND FINISH SEE HARDSCAPE IMPROVEMENT PLAN SHEET 5. CURB DATA TABLE ® BEARING /DELTA RADIUS LENGTH NOTE 1 N22 °51'45 "W -- 41.53' 6" CURB & GUTTER 2 73 °04'55" 10.00' 12.76' 6" CURB & GUTTER 3 N84 °03'20 "E -- 15.00' 6" CURB & GUTTER 4 34 036'49" 20.00' 12.08' 6" CURB & GUTTER 5 35 016'01" 20.00' 12.31' 6" CURB & GUTTER 6 149 °43'39" 2.00' 5.23' 6" CURB 7 N22 °51'45 "W -- 33.27' 6" CURB 8 149 043'38" 2.00' 5.23' 6" CURB 9 30 016'22" 35.00' 18.49' 6" CURB 10 30 °16'21" 35.00' 18.49' 6" CURB 11 N83 °38'35 "E -- 20.00' 6" CURB & GUTTER 12 38 °57'13" 20.00' 13.60' 6" CURB & GUTTER 13 38 031'58" 20.00' 13.45' 6" CURB & GUTTER 14 105 °28'33" 35.00' 64.43' 6" CURB & GUTTER 15 N21 °24'43 "W -- 113.82' 6" CURB & GUTTER ** 16 44 013'15" 20.00' 15.44' 6" CURB & GUTTER ** 17 N65 °37'58 "W -- 15.73' 6" CURB & GUTTER ** 18 59 °38'09" 8.50' 8.85' GUTTER 19 N22 °51'27 "W -- 19.00' 6" CURB & GUTTER 20 N84 °34'10 "E -- 6.00' 6" CURB & GUTTER * *CURB AND GUTTER WITH CURB OPENINGS PER DETAIL 3 ON SHEET 2 SPACED 10' ON- CENTER 1! (74.68 TC) 74.06 FL) MATCH EX. PLANNING ■ DESIGN ■ CONSTRUCTION CURB TRANSITION d Q NO. 75061 i - I' =V NOT TO SCALE J/9T CIVN �� \F' 5050 AVENIDA ENCINAS, SUITE 260 OF CAUE� CARLSBAD, CALIFORNIA 92008-4386 CONSULTING 760.476.9193 FAX 760.476.9198 - www.RBF.com APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: �I� 0097 -SI ENGINEER: DATE: BY: ��C BY. K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTS KATE SHATILA R.C.E. NO. 75061 EXP. 12/31/13 DATE: �/ • /�• /� DATE: ` /3 CIP PROJECT NO. CS13B, 05 -088 DR /CDP SHEET 4 OF 6 W W FM W M_ W E Q N r7 M N a J 1- a a X EXISTING CURB i AND GUTTER i i ROLL END (2') OF / CURB AND GUTTER (74.58 TC) 75.03 TC MATCH EX. s 0- /� 73.88 FL ?s- 6" THICK 74.00 FS NOTE: CONSTRUCT 6" THICK CURB /GUTTER TRANSITION PLANNING ■ DESIGN ■ CONSTRUCTION CURB TRANSITION d Q NO. 75061 i - I' =V NOT TO SCALE J/9T CIVN �� \F' 5050 AVENIDA ENCINAS, SUITE 260 OF CAUE� CARLSBAD, CALIFORNIA 92008-4386 CONSULTING 760.476.9193 FAX 760.476.9198 - www.RBF.com APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR: �I� 0097 -SI ENGINEER: DATE: BY: ��C BY. K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTS KATE SHATILA R.C.E. NO. 75061 EXP. 12/31/13 DATE: �/ • /�• /� DATE: ` /3 CIP PROJECT NO. CS13B, 05 -088 DR /CDP SHEET 4 OF 6 W W FM W M_ W E Q N r7 M N a J 1- a a X WIDTH AS SHOWN ON PLAN 2% 3 MAX N WEAKENED PLANE JOINT Underground Service Alert (= )ems m m CALL TOLL FREE 1 -800 422 -4133 wv l ®11M mm 7m m REVISIONS W Q Y f v ,00 %O I -G-4 I rr O SAWCUT JOINT, 1/2" DEEP, 3' O.C. O 1/4" PRE - MOLDED EXPANSION JOINT SET 12" MIN BELOW CONCRETE SURFACE, SAWCUT CONCRETE 4" DEEP TO COMPLETE JOINT, 18' O.C. 10" MIN O 4" CONC. PAVING, COLOR AND FINISH PER NOTES TE PAVING WITH SA NOT TO SCALE SAN DIEGUITO WATER DISTRICT REVIEWED BY: DATE: APPROVED I DATE REFERENCES DATE BENCHMARK SCALE BENCHMARK: OC -0139 DESCRIPTION: BRASS DISC STAMPED,OC 139 HORIZONTAL AS SHOWN LOCATION: SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF J STREET VERTICAL AS SHOWN AND HWY 101 IN ENCINITAS ELEVATION: 76.506 DATUM: SO COUNTY I , � � 1 r If 1 19 COAST HIGHWAY 101 GRASSPAVE2 SYSTEM. RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) _HYDROSEED MIX SUPPLIED BY MANUFACTURER _ PERMEABLE BASE MATERIAL NO. 57 AGGREGATE COMPACTED TO 95 %. —15 mil IMPERMEABLE MEMBRANE. 4" PERFORATED PVC DRAIN PIPE SURROUNDED BY 3" PERMEABLE BASE NOT TO SCALE SPECIAL DISTRICT OMAHA TAN MICROTECH WITH SAWCUT JOINTS PER DETAIL 1 HEREON H �W rm"1 ® OMAHA TAN SANDBLAST E a KAILUA SANDBLAST STANDARD GRAY MICROTECH N CEMENT STABILIZED DECOMPOSED GRANITE (DG) GRASEPAVE2 PER DETAIL 2 HEREON PLANNING ■ DESIGN ■ CONSTRUCTION 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 -4386 CONSULTING 760.476.9193 • FAX 760.4769198 • www.RBF.com PLANS PREPARED UNDER SUPERVISION OF ENGINEER: DATE: KATE SHATILA R.C.E. N0. 75061 EXP. 12/31/13 z O U) a a w 0 U I 0 0 r rn r M S�q�F 0 7'c 0 70' o 10 5 0 10 20 30 j Z SCALE: 1"=10' j a U CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. HARDSCAPE IMPROVEMENT PLAN FOR: M 0097 -SI K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTS 0 o_ CIP PROJECT NO. CS13Br 05 -088 DR /CDP SHEET 5 OF 6 y • l x z k\ r / A , .. •� /74 . STRIP SAW uT HOST OJIVT F. 7 'J I • 5 , 1 19 COAST HIGHWAY 101 GRASSPAVE2 SYSTEM. RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) _HYDROSEED MIX SUPPLIED BY MANUFACTURER _ PERMEABLE BASE MATERIAL NO. 57 AGGREGATE COMPACTED TO 95 %. —15 mil IMPERMEABLE MEMBRANE. 4" PERFORATED PVC DRAIN PIPE SURROUNDED BY 3" PERMEABLE BASE NOT TO SCALE SPECIAL DISTRICT OMAHA TAN MICROTECH WITH SAWCUT JOINTS PER DETAIL 1 HEREON H �W rm"1 ® OMAHA TAN SANDBLAST E a KAILUA SANDBLAST STANDARD GRAY MICROTECH N CEMENT STABILIZED DECOMPOSED GRANITE (DG) GRASEPAVE2 PER DETAIL 2 HEREON PLANNING ■ DESIGN ■ CONSTRUCTION 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 -4386 CONSULTING 760.476.9193 • FAX 760.4769198 • www.RBF.com PLANS PREPARED UNDER SUPERVISION OF ENGINEER: DATE: KATE SHATILA R.C.E. N0. 75061 EXP. 12/31/13 z O U) a a w 0 U I 0 0 r rn r M S�q�F 0 7'c 0 70' o 10 5 0 10 20 30 j Z SCALE: 1"=10' j a U CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. HARDSCAPE IMPROVEMENT PLAN FOR: M 0097 -SI K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTS 0 o_ CIP PROJECT NO. CS13Br 05 -088 DR /CDP SHEET 5 OF 6 "BUS STOP "RL - O � - 56' 6 69' 6 (7') cis 0 0 ' ) i SIGN LEGEND STOP R1 -1 (8") (1e') (12') (12', / / c 12, / FEI 35 /' 2 n 1150 COAST HIGHWAY s) SOUTH COAST HIGHWAY 101 / / F �7 LEGEND AND CONSTRUCTION NOTES O INSTALL DOUBLE YELLOW CENTERLINE STRIPING PER CALTRANS STD. PLAN A20A, DETAIL 21. Q2 INSTALL 6" WHITE BIKE LANE LINE STRIPING PER CALTRANS STD. PLAN A24A, DETAIL 39. O INSTALL 4" WHITE RIGHT EDGE LINE STRIPING PER CALTRANS STD. PLAN A206, DETAIL 27B. ® 12" WHITE CROSSWALK PER CALTRANS STD. PLAN A24E. O INSTALL 12" WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. © INSTALL RED CURB PER SPECIFIED LENGTH. ❑ E EXISTING TO REMAIN. IS FURNISH AND INSTALL SIGN(S) AS NOTED. TO RS REMOVE SIGN(S) AS NOTED. FROM RL RELOCATE EXISTING SIGN PANEL. RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY SANDBLASTING. SIGNING AND STRIPING NOTES: 1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF THE FOLLOWING MANUALS: A. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) B. CALTRANS STANDARD SPECIFICATIONS C. CITY OF ENCINITAS STANDARD DRAWINGS 3. ALL SIGNING AND STRIPING SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE. 4. ALL SIGNS SHALL BE DG3 SHEETING. 5. ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND THE CITY ENGINEER PRIOR TO ANY CHANGES BEING MADE IN THE FIELD. 6. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLAN SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE RELOCATED OR TO REMAIN. b EXISTING SIGN (ONE POST) 7. ALL LIMIT LINE /STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS F NEW /RELOCATED SIGN (ONE POST) (EXCEPT BIKE LANES) SHALL BE THERMOPLASTIC. (12,') EXISTING LANE DIMENSION 8. CONTRACTOR SHALL NOTIFY CITY ENGINEER AT (760) 633 -2705 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING. 12' PROPOSED LANE DIMENSION SNS STREET NAME SIGN SC44t Q OFESS /pN °20 INSTALL "STOP" PAVEMENT LEGEND PER CALTRANS STD. A24D . Underground Service Alert SAN D I EGU I TO WATER DISTRICT $i0P h��`���NE E• Sy Fy lUS INSTALL "BUS" PAVEMENT LEGEND PER CALTRANS STD. A24E. ='1� 9—�z 20 10 0 20 40 60 PLANNING ■ DESIGN ■ CONSTRUCTION Iy a N0. 75061 ^ tl°'�10P� REVIEWED BY: ONLY INSTALL "ONLY" PAVEMENT LEGEND PER CALTRANS STD. A24E. CALL TOLL FREE 1 -800 422 -4133 sl9j CIV1� ���� IN 5050 AD, CALIFORNIA A S, 008- 260 SCALE: 1"=20' f OF C AUF� CARLSBAD, CFORN 92008 -4386 C E3 N S U LT I N G 760.476.9193 • FAX 760.476.9198 • www.RBF.com =111)11IIIIIII yes � mo cc DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVALS D CITY G SIGNING AND STRIPING PINGENCINITAS AR ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: OC -0139 DESCRIPTION. BRASS DISC STAMPED OC 139 HORIZONTAL AS SHOWN 0097 — SI LOCATION: SET IN CONCRETE LIGHT BASE BY: BY:�. K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTS SOUTHWEST CORNER OF J STREET VERTICAL AS SHOWN ENGINEER: KATE SHATILA DATE. AND HWY 101 IN ENCINITAS ELEVATION: 76.506 DATUM: SD COUNTY R.C.E. No. 75061 EXP. 12/31/13 DATE: Gi —/2• /; DATE: it ®3 13 CIP PROJECT NO. CS13B, 05 -088 DR /CDP I SHEET 6 OF 6 — �W V♦ 0 E a Ln M M, \ N z 0 w w c� 0 0 d I 0 rn r� r7 w 0 a J 0 Z a J 0 0 a U rn r) 0 Em