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217 I r,. GENERAL NOTES WORK TO BE DONE 1. ALL WORK TO CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ", PL ANS FOR IMPROVEMENTS OF WIDENING OF QUAIL GARDENS DRIVE AS SHOWN AND NOTED ON THESE PLANS 2000 EDITION WITH SUPPLEMENTS (A.P.W.A. SPECIFICATIONS). THE SAN DIEGO AREA FOLLOWING STANDARD PLANS AND SPECIFICATIONS. REGIONAL STANDARD DRAWINGS, AND CITY OF ENCINITAS AMMENDMENTS TO EACH. STANDARD PLANS: 2. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND I GAR 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, JULY 2000. ANY OTHER ASSOCIATED EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:30AM AND DRI VE 2. CALTRAN STANDARD PLANS, JULY 1992. 4:OOPM EACH DAY, MONDAY THROUGH FRIDAY, AND NO GRADING OR EARTHMOVING OPERATIONS 3. STANDARD PLANS FOR THE CITY OF ENCINITAS, LASTEST EDITION. SMALL BE CONDUCTED 0 THE PREMISES ON SATURDAYS, 4. STANDARD PLANS FOR PUBLIC WORKS CONSTRUC (APW A), 1997 EDITION. SUNDAYS OR CITY OF ENCINITAS HOLIDAYS, WITHOUT APPROVAL BY THE CITY ENGINEER. 5. STANDARD DRAWINGS FOR THE SAN DIEGUITO WATER DISTRICT, LATEST EDITION. 3. THE- CONTRACTOR SHALL NOTIFY THE CITY OF ENCINITAS DEPARTMENT OF ENGINEERING SERVICES 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAYBE PROVIDED. THE TELEPHONE STANDARD SPECIFICATIONS: NUMBER OF THE CITY OF ENCINITAS INSPECTION DEPARTMENT IS (760) 633 -2770. F ROM ENCINITAS BLVD TO 350 ' NO OF O'k UmmAIL GARDENS COURT 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS 1. STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 2000. AND THE CITY WILL ENFORCE SECTION 7 -9 OF THE STANDARD SPECIFICATIONS. 2. STANDARD SPECIFICATIONS FOR STATE OF CALIFORNIA, JULY 1992. 3. 5. ALL EXISTING IMPROVEMENTS INCLUDING A.C. BERM, A.C. OR P.C.C. PAVING, WHICH ARE BEING MAINTENANCE WORK ZONES AND "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION JOINED /MATCHED IN CONNECTION WITH THIS PROJECT SHALL BE JOINED /MATCHED IN A MANNER AND MAIN S SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT 4. CITY OF ENCINITAS SPECIAL PROVISIONS. ISIONS. AND CAPPING. INDEX MAP 5. STANDARD SPECIFICATIONS FOR THE SDWD, LATEST EDITION. 6. ALL WORK SHALL BE ACCOMPLISHED IN CONFORMANCE WITH APPLICABLE CITY OF ENCINITAS ORDINANCES. 7. CONTRACTOR IS RESPONSIBLE FOR POTHOLING PRIOR TO START OF CONSTRUCTION TO VERIFY ELEVATIONS o LEGEND �. OF ALL UNDERGROUND UTILITIES. m 8. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO VERIFY LOCATION AND DEPTH OF EXISTING 16" ACP WATER. DESCRIPTION DWG N0. SYMBOL _ CONTRACTOR IS RESPONSIBLE TO PROTECT THE WATERLINE DURING CONSTRUCTION AND INSTALLATION OF TOP OF SLOPE PAVEMENT SECTION. 9. TREE TRIMMING AND TREE REMOVAL SHALL BE COMPLETED OUTSIDE OF NESTING SEASON FOR RAPTORS. ? I SLOPE THE NESTING SEASON FOR RAPTORS IS FROM FEBRUARY THROUGH SEPTEMBER. ?� - 10. CONTRACTOR SHALL COORDINATE ITS WORK WITH SDG &E AND OTHER UTILITY COMPANIES FOR UNDERGROUNDING Sy ® Z TOE OF SLOPE OF THE OVERHEAD UTILITIES. ~ L O AC PAVEMENT o- 11. UPON COMPLETION OF UTILITY CONDUIT CONSTRUCTION, CONTRACTOR SHALL INFORM THE CITY AND SDG &E TO �EE7 Y QUAIL BOTANICAL GARDENS pg I SIDEWALK RSD G -7 PROCEE INSTA OF UTILITY COMPANIES D UTILITIES. CONTRACTOR IS RESPONSIBLE TO COORDINATE 1 06 SHEET 07 SHEET 08 SHEET 09I REMOVE 8 REPLACE AC 12. CONTRACTOR SHALL ASSURE ACCESS TO ADJACENT PROPERTIES IS ADEQUATELY PROVIDED DURING CONSTRUCTION. - �- _ TEMPORARY ACCESS SHALL BE PROVIDED IF NEED BE AT CONTRACTOR'S EXPENSE. c,� � ' i CATCH BASIN, TYPE F RSD D - 7 13. IMPROVEMENTS ADJACENT TO EXISTING AGRICULTURAL FACILITIES ARE INTERIM, FINAL IMPROVEMENTS MUST BE PROVIDED WHEN DEVELOPMENTS ARE PROPOSED PER PLANNING COMMISSION RESOLUTION PC- 2001 -59 3\Fg�� QUAIL GAR ENS DRIVE � CLEANOUT RSD 0-9, TYPE A ® �\ �I 14. UPON COMPLETION AND APPROVAL OF THE IRRIGATION SYSTEM, THE CONTRACTOR SHALL APPLY FOR INSTALLATION OF I I - -t �L�� - THE NEW WATER METERS BY SAN DIEGUITO WATER DISTRICT. THE APPLICATION PROCESS IS ESTIMATED TO BE TWO TO z I NLET, TYPE A, A -1 RSD D- I 1116 o THREE WEEKS. THE FEES FOR THE WATER METER AND INSTALLATION THEREOF WILL BE PAID FOR BY THE CITY. WITH FLOGARD HIGH CAPACITY CATCH BASIN INSERT /OR EQUAL of o 15. THE BID ITEM FOR MOBILIZATION SHALL BE CONSIDERED TO INCLUDE THE COST OF A CONSTRUCTION TRAILER GRAPHIC SCALE CD INLET, TYPE B -1 RSD D -2 FOR CONTRACTOR'S USE. S HEET INDEX 300 0 300 600 WITH FLOGARD HIGH CAPACITY CATCH BASIN INSERT /OR EQUAL 16. STREET LIGHTS SHALL BE 150 WATT HPS. 1" =300' cy NEW /RELOCATED STREET LIGHT RSD E -i o 17. ASPHALT - RUBBER HOT -MIX GAP - GRADED (ARHM -GG -C) SHALL BE USED FOR ALL AC PAVING PURPOSES SHEET NUMBER DESCRIPTION NEW /RELOCATED UTILITY RISER ON THIS PROJECT. RUBBERIZED AC SHALL CONFORM TO SUBSECTION 203 -11. 1 TITLE SHEET 004 18. ANY EXISTING MONUMENTS, SIGNS, PILASTERS OR SIMILAR OBJECTS AND /OR DEBRIS NOT SHOWN ON THE PLANS NEW /RELOCATED FIRE HYDRANT RSD W -11 BUT WITHIN THE RIGHT -OF -WAY AT THE TIME OF CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF BY THE 2 TYPICAL SECTIONS /DETAILS CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMING THE PROPERTY OWNERS A MINIMUM OF 3 STA 10 +00 TO 14 +00 ADJUSTED MANHOLE RELOCATION ONE WEEK PRIOR TO THE REMOVAL. THE COST FOR MISCELLANEOUS REMOVALS SHALL BE INCLUDED AS CLEARING AND GRUBBING, BID ITEM NUMBER 3. 4 STA 14 +00 TO 17 +02 � 5 STA 17 +02 TO 20 +4288 ` o PEDESTRIAN RAMP RSD G -27 . 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING STORMWATER POLLUTION CONTROL MEASURES TO MEET 5 a z o ALL CITY AND STATE REQUIREMENTS. STORMWATER POLLUTION CONTROL SHALL BE PROVIDED BY THE CONTRACTOR 6 STA 20 +42.88 TO 24 +00 0 AT HIS /HER EXPENSE, BASED ON CITY OF ENCINITAS BMP MANUAL PART II. 7 STA 24 +00 TO 28 +00 6 \ I PROJECT LOCATION DRIVEWAY RSD G -14C 20. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING WHERE PERMANENT FENCING IS REMOVED. LEUCADIA v 8 STA 28 +00 TO 35 +00 o r CONCRETE BROW DITCH RSD D -76, TYPE B 9 STA 32 +00 TO 35 +80.45 z o w SDWD WATER NOTES 10 SEWER IMPROVEMENT PLAN ° RANCHO 11 RETAINING WALL PROFILES SANTA FE LEGEND (CONY GRADED SCALE J - 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD 6" AC DIKE RSD G -5, TYPE A SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES 12 RETAINING WALL PROFILES ENCINITAS f EXISTING MAILBOX tip' GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. BLVD 6" PCC CURB RSD G -1 13 DRIVEWAY AND MISCELLANEOUS DETAILS EXISTING PULL BOX Fe 2. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 14 DRIVEWAY PROFILES / �k" EXISTING WATER METER 6" CURB AND GUTTER RSD G -2, TYPE G 3. - INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE 15 DRIVEWAY AND STORM DRAIN PROFILES PACIFIC Q`� EXISTING WATER LATERAL © 6" MEDIAN CURB AND GUTTER RSD G -6, TYPE B -2 OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. OCEAN Q 4. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN 16 RETAINING WING WALL DETAILS EXISTING STORM DRAIN MANHOLE O SEWER - S AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT SPECIFICATIONS. 17 SIGNAL MODIFICATION PLAN EXISTING SEWER MANHOLE RECLAIMED WATER -REW -- 5. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF 18 -19 STRIPING PLAN EXISTING UTILITY MANHOLE --- - - - - - - BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 20 -24 TRAFFIC CONTROL PLAN STORM DRAIN RSD D -60 25 -33 LANDSCAPE AND IRRIGATION PLAN 6. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES. LOMAS SANTA FE EXISTING TELEPHONE MANHOLE O In I RETA WALL SEE PLANS EXISTING UTILITIES DE 34 RETAINING WALL DETAIL VALVE SAN DIEGO EXISTING I NLET N VIA - EXISTING CLEANOUT 1 RETAINING WALL W/ FENCE SEE PLANS INFORMATION ON THE DRAWINGS RELATING TO EXISTING UTILITY LINES AND SERVICES FROM VICIN MAP V1�0TS�9' EXISTING CATCH BASIN ® NEW FENCE X THE BEST SOURCES PRESENTLY AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY DECLARATION OF S .�� A. A EXISTING STREET LIGHT NEW CENTERLINE FOR INFORMATION AND IS NOT GUARANTEED. THE CONTRACTOR SHALL EXCAVATE TEST PITS RESPONSIBLE CHARGE NT �' 31 i /EI7 AS �0 �V'ti;: EX ISTING POWER POLE /GUY o- NEW R 1 GHT OF WAY AS REQUIRED TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES. ^IO. 29577 I' mI' EX�STING POWER POLE - -R I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT �. „� ! 'V, E EXISTING RIGHT OF WAY EXISTING UTILITY POLE ° _ UTILITY REQUIREMENTS THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROPERTY LINE THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF THE UTILITY NOTIFICATION SERVICE PROVIDED PROJECT AS DEFINED iN SECTON 5703 OF THE BUSINESS AND PROFESSIONS I l � �, 5 fip ' °�- EXISTING TRAFFIC SIGNALS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. t % �' ° (' u : J' ' ? �� - -- BY UNDERGROUND SERVICE ALERT (USA). USA MEMBER UTILITIES WILL PROVIDE THE CONTRACTOR �e EXISTING SIGN k EXISTING WATER LINE W WITH THE PRECISE LOCATIONS OF THEIR SUBSTRUCTURES IN THE CONSTRUCTION AREA WHEN THE WAYNE' A. PA SCO DATE r EXISTING RECLAIMED WATER LINE -REW -- CONTRACTOR GIVES AT LEAST 48 HOURS NOTICE TO THE UNDERGROUND SERVICE ALERT BY CALLING I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS EXISTING IRRIGATION VALVE 2�:/ BY THE CITY OF ENCINITAS IS CONFINED TO REVIEW ONLY AND DOES NOT EXIST 1 NG SPRINKLER HEAD EXISTING SEWER LINE (800) 422 -4133. ENGINEER OF WORK FOR REV1510 S - - RELIEVE ME AS AN ENGINEER OF WORK OF MY RESPONSIBILITIES FOR SEE PAGES F 4 � � 1 EXISTING TELEPHONE CONDUIT T -- THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN ADVANCE OF PROJECT DESIGN. , EXISTING FIRE HYDRANT EXCAVATING AROUND ANY OF THEIR STRUCTURES. THE UTILITY COMPANIES LISTED BELOW CAN BE EXISTING G A S L INE G -- CONTACTED AS INDICATED. BERRYMAN & HENIGAR, INC. -- 11590 WEST BERNARDO COURT p �/� ( e EXISTING OIL /FUEL LINE FUEL GAS & ELECTRIC (S.D.G. Sc E.) 1 -(800) 422 -4133 SAN DIEGO, CA 92127 -1624 / STORM WATER POLLV ZION PREVENTION PLAN \SWPPP/ EXISTING ELECTRICAL CONDUIT E -- -- TELEPHONE (PACIFIC BELL) 1 -(800) 422 -4133 s_ THIS PROJECT PROPOSES LAND DISTURBANCES IN EXCESS OF ONE ACRE. THE CONTRACTOR MUST EXISTING TRAFFIC SIGNAL CONDUIT TS - - -- SAN DIEGUITO WATER DISTRICT (760) 633 -2709 KEITH GILLFILLAN ENO. 30434 EXP. 03/31 /04 DATE PROVIDE A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) IDENTIFYING ALL CONSTRUCTION pFESS/ EXISTING STREET L I GHT CONDUIT SL - - BMP REQUIREMENTS REQUIRED BY SECTION IV, IN ACCORDANCE WITH ORDER NO. 99- 08 -DWQ OF I? 0 /��s THE STATE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY k� N. G 1Il 1� EXI STING FIBER OPTIC CONDUIT FO LEUCADIA COUNTY WATER DISTRICT (760) 753 -0155 BASIS OF BEARINGS (STATE GENERAL CONSTUCTION PERMIT). CONSISTENT WITH THE STATE GENERAL CONSTRUCTION PERMIT, h �Q \� �� °- y l EXISTING IRRIGATION LINE - TRIG THE CITY WILL REQUIRE THAT THE CONTRACTOR INSTALL AND MAINTAIN BMPs IN ADDITION TO GOOD r No. 30434 v ( ) 753 -6466 PROVIDE A STORM WATER POLLUTION PREVENTION PLAN ( SWPPP) IDENTIFYING ALL CONSTRUCTION w s EXIST 1 NG UNDERGROUND CABLE LINE -CAN OLIVENHAIN MUNICIPAL WATER DISTRICT 760 - - M THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83, ZONE 6, HOUSEKEEPING AND SITE AND MATERIALS MANAGEMENT. CITY OF ENCINITAS BMP MANUAL PART II Exp / OH -- COX COMMUNICATIONS (760) 806 -9809 EXISTING OVERHEAD CABLE LINE GRID BEARING BETWEEN CENTERLINE OF ENCINITAS BLVD. STATION R0458 PROVIDES GENERAL GUIDELINES FOR PREPARATION OF A SWPPP AND HOW TO MEET THE REQUIREMENTS 21 +90 EC AND CENTER LINE OF ENCINITAS BLVD. STATION R0458 28 +10 BC, OF THE CITY OF ENCINITAS FOR CONSTRUCTION PROJECTS. THE CONTRACTOR SHALL FILE A NOTICE OF C10 �P EXISTING FENCE - -- - DANIELS CABLE T.V. (760) 931 -7000 AS SAID STATIONS ARE PUBLISHED IN THE SAN DIEGO COUNTY HORIZONTAL INTENT (NOI) WITH THE STATE AND SUBMIT A COPY OF THE NOI PRIOR TO START OF ANY LAND q� ( \F SOUTHWEST SIGNAL ( } CONTROL BOOK, I. E. N 53'4727 "E. 619 442 -3343 DISTURBANCE. ALL COSTS ASSOCIATED WITH THE GENERAL CONSTRUCTION PERMIT SHALL BE BORN BY EXISTING STORM DRAIN SO THE CONTRACTOR AND COVERED BY A SEPARATE BID ITEM. EXISTING VALVE CAA` ® � cv ATTENTION SAN DIEGUITO WATER DISTRICT COMMUNITY SERVICES SAN DIEGO COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT EXISTING GAS VALVE CAN ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE ENVIRONMENTAL HEALTH EXISTING BLOW -OFF VALVE 0 RECORDS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR REVIEWED BY: APPROVED BY: APPROVED BY: EXISTING SIGN � 6, TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY AGENCIES AND TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. A i1 ®0 /! EXISTING RISER FOR UNDERGROUND SERVICE ALERT CALL: (v -_ �� -. -- - `s - -� C/�UC� Sf✓�T' L+ c7� °< n ';^- �Flx ` DATE APPROVED BY: 1- 800 - 422 -4133 DATE DATE &6 vi �.ee_, � 14P,7 S DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: o BY APPROVALS CriY O = ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ®�, E DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: IMPROVEMENT PLANS FOR T sS T / REV T071N� DOWN 1 � BELOW AC SURFACE HORIZONTAL 1 " =20' 4 ` w 0038 X!U 3 ` 4 �IJ LOCATION: CENTERLINE OF ENCINITAS BLVD. OUAIL GARDENS DRI Y C L r,0 STATION R0458 21+90 EC VERTICAL: 1"=4 � amnm COUNTY BENCH LEVELS 11590 W. Dkgo CL 12 7e too F„ SHEET /z, c, ✓« P <pp >i;' +r /RTr>. RECORDED FROM: Son CA 9(a58 KEITH GILFILLAN tEL: (ase�si -s FAX: (a58 )457-2M � /2l / O 3 �T �. -1 1 ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RCE N0. 30434 EXP. 03/31/04 DATE � T SHEET 01AOF 34 , ill y�s.'�fi ti 17Rf; >. s? Fla .n. �_ I n VA -. � II I A M. WORK TO BE DONE GENERAL NOTES P E WIDENING OF QUAIL GARDENS DRIVE AS SHOWN AN41 NOTED ON THESE PLANS 1. ALL WORK' TO CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ", FOLLOWING STANDARD PLANS AND SPECIFICATIONS. PLANS FOR THE 2000 EDITION WITH SUPPLEMENTS (A.P.W.A. SPECIFICATIONS). THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND CITY OF ENCINITAS AMMENDMENTS TO EACH. STANDARD PLANS. 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, JULY 2000. 2. A STANDARD PLANS, JULY 1992. 2. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND STANDARD AF E ANY OTHER ASSOCIATED EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:30AM AND 3. STANDARD PLANS FOR THE CITY OF ENCINITAS, CONSTRUCTION ( EDITION. 4:OOPM EACH DAY, MONDAY THROUGH FRIDAY, AND NO GRADING OR EARTHMOVING OPERATIONS 4. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION APWA, 1997 ED SHALL BE CONDUCTED ON THE PREMISES ON SATURDAYS, SUNDAYS OR CITY OF ENCINITAS HOLIDAYS, 5. STANDARD DRAWINGS FOR THE SAN DIEGUITO WATER DISTRICT, LAT DITIO N. WITHOUT APPROVAL BY THE CITY ENGINEER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF ENCINITAS DEPARTMENT OF ENGINEERING SERVICES ' NOR O F AIL GARDENS COURT STANDARD SPECIFICATIONS: 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAYBE PROVIDED. THE TELEPHONE NUMBER OF THE CITY OF ENCINITAS INSPECTION DEPARTMENT IS (760) 633 -2770. 1. STANDARD SPECIFICATIONS FOR PUBLIC WORK C ., UCTION, 2000. 2. STANDARD SPECIFICATIONS FOR STATE OF C ORNIA, JULY 1992. 4. THE CONTRACTOR SHALL TAKE ALL PRECAU NARY MEASURES TO PROTECT EXISTING IMPROVEMENTS 3. CALTRANS, MANUAL OF TRAFFIC CONTR FOR CONSTRUCTION AND THE CITY WILL ENFORCE SECTION 7 -9 HE STANDARD SPECIFICATIONS. AND MAINTENANCE WORK ZONES ", < O. REVIS 5. ALL EXISTING IMPROVEMENTS INCLUDING A.C. BERM, OR P.C.C. PAVING, WHICH ARE BEING 4. CITY OF ENCINITAS SPECIAL PIONS. JOINED /MATCHED IN CONNECTION WITH THIS PROJECTS L BE JOINED /MATCHED IN A MANNER M AP 5. STANDARD SPECIFICATIONS FOf THE SDWD, LATEST EDITION. � SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSA AWCUTTING, REMOVAL, REPLACEMENT INDEX X Ml�f AND CAPPING. . LEGEND �.. 6. ALL WORK SHALL BE ACCOMPLISHED IN CONFORMANCE WITH APPLICA CITY OF ENCINITAS ORDINANCES. 7. CONTRACTOR IS RESPONSIBLE FOR POTHOLING PRIOR TO START OF CONSTR ON TO VERIFY ELEVATIONS m DESCRIPTION DWG N0. SYMBOL OF ALL UNDERGROUND UTILITIES. A�V� -Z�- � TOP OF SLOPE 8. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO VERIFY LOCATION AND DEPTH OF EXI G 16 " Hc WATER. Z �e - G. d Sedc ,€ CONTRACTOR IS RESPONSIBLE TO PROTECT THE WATERLINE DURING CONSTRUCTION. AlgO Tnl L o�Tla�? ( P/� 6 °� � � SLOPE 9. TREE TRIMMING AND TREE REMOVAL SHALL BE COMPLETED OUTSIDE OF NESTING SEASON FOR ORS. W TOE OF SLOPE THE NESTING SEASON FOR RAPTORS IS FROM FEBRUARY THROUGH SEPTEMBER. AC PAVEMENT �hF SN 0� w I '' Sh�' � °" 10. CONTRACTOR SHALL COORDINATE ITS WORK WITH SDG &E AND OTHER UTILITY COMPANIES FOR UNDERGRO ING rr OF THE OVERHEAD UTILITIES. SHEET 05 Y QUAIL BOTANICAL GARDENS SIDEWALK RSD G - SHE 06 FGl� 11. UPON COMPLETION OF UTILITY CONDUIT CONSTRUCTION, CONTRACTOR SHALL INFORM THE CITY AND SDG &E TO SHEET 07 SHEET 08 REMOVE &REPLACE AC SHEET 09 PROCEED WITH INSTALLATION OF UNDERGROUND UTILITIES. CONTRACTOR IS RESPONSIBLE TO COORDINATE CONSTRUCTION WORK WITH UTILITY COMPANIES. �� CATCH BASIN, TYPE F RSD 0-7 12. CONTRACTOR SHALL ASSURE ACCESS TO ADJACENT PROPERTIES IS ADEQUATELY PROVIDED DURING CONSTRUCTION. Z�� QUAIL GAR ENS J DRIVE j TEMPORARY ACCESS SHALL BE PROVIDED IF NEED BE AT CONTRACTOR'S EXPENSE. _ - !�, CLEANOUT RSD D -9, TYPE A 13. IMPROVEMENTS ADJACENT TO EXISTING AGRICULTURAL FACILITIES ARE INTRIM, FINAL IMPROVEMENTS MUST BE PROVIDED RSD D -I WHEN DEVELOPMENTS ARE PROPOSED PER PLANNING COMMISSION RESOLUTION PC- 2001 -59 Z INLET, TYPE A, A -1 L o i INLET, TYPE B -I RSD D -2 GRAPHIC SCALE co 300 0 300 600 {� SHEET I \ --, NEW /RELOCATED STREET LIGHT RSD E- 1 °-T` 1 " =300 l"' NEW /RELOCATED UTILITY RISER ��EE SHEET NUMBER DESCRIPTION coa VOID 5 NEW /RELOCATED FIRE HYDRANT RSD W -11 SDWD WATER NOTES 1 TITL EET O 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD 2 TYPICAL S ONS /DETAILS P ADJU STED MANHOLE RELOCATION SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES 3 STA 10 +00 TO +00 PEDESTRIAN RAMP RSD G -27 GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 4 STA 14 +00 TO 17+ 2. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 5 STA 17 +02 TO 20 +42.8 0 DRIVEWAY RSD G -14C _ Z Q 3. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE 6 STA 20 +42.88 TO 24 +00 ! �` LEUCADI PROJECT LOCATION CONCRETE BROW DITCH RSD D -75, TYPE B OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. A v t j 7 STA 24 +00 TO 28 +00 4. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN 8 STA 28 +00 TO 35 +00 o M I AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT SPECIFICATIONS. cr GRADED SCALE g STA 32 +00 TO 35 +80.45 s RANCHO 5. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF t0 SEWER IMPROVEMENT PLAN f J SANTA FE 6" AC DIKE RSD G - 5, TYPE A 11 RETAINING WALL PROFILES BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. E NCINITAS 6" PCC CURB RSD G- 1 6. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 12 RETAINING WALL PROFILES ° 6" CURB AND GUTTER RSD G -2, TYPE G EXISTING UTILITIES 93 DRIVEWAY AND MISCELLANEOUS DETAILS PACIFIC 1 �� 6" MEDIAN CURB AND GUTTER RSD G -6, TYPE B -2 14 DRIVEWAY PROFILES OCEAN ka / Q INFORMATION ON THE DRAWINGS RELATING TO EXISTING UTILITY LINES AND SERVICES FROM 15 DRIVEWAY AND STORM DRAIN PROFILES l SEWER - S THE BEST SOURCES PRESENTLY AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY I x FOR INFORMATION AND IS NOT GUARANTEED. THE CONTRACTOR SHALL EXCAVATE TEST PITS 16 RETAINING'WING WALL DETAILS RECLAIMED WATER -RfW AS REQUIRED TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES. 17 SIGNAL MODIFICATION PLAN ° STORM DRAIN RSD D -60 - - ° ° - ° - - - 18 -19 F �STRIPING PLAN L O M A S SANTA R E T A I N I N G NG WALL SEE PLANS BASIS OF BEARINGS 2 0 -24 "` TRAFFIC CONTROL PLAN LEGEND (COW.) 25 -33 LANDSCAPE AND IRRIGATION PLAN N VIA DE LA VALVE SAN: DIEGO EXISTING MAILBOX ® RETAINING WALL W/ FENCE SEE PLANS THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83, ZONE 6, X GRID BEARING BETWEEN CENTERLINE OF ENCINITAS BLVD. STATION RO "58 EXISTING PULL BOX NEW FENCE 21+90 EC AND CENTER LINE OF ENCINITAS BLVD. STATION R0458 28 +10 BC, VICINITY MAP EXISTING WATER METER ® - NEW CENTERLINE AS SAID STATIONS ARE PUBLISHED IN THE SAN DIEGO COUNTY HORIZONTAL DECLARATION OF EXISTING WATER LATERAL © -- R/W CONTROL BOOK, I. E. N 53'47 EXISTING STORM DRAIN MANHOLE 27 "E. ` RESPONSIBLE CHARGE NTS NEW RIGHT OF WAY - - OO EXISTING RIGHT OF WAY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT UTILITY REQUIREMENTS EXIST I NG, I MANHOLE 0 PROPERTY LINE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE EXISTING UE71 lTY MANHOLE THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF THE UTILITY NOTIFICATION SERVICE PROVIDED PROJECT AS DEFINED IN SECTON 5703 OF THE BUSINESS AND PROFESSIONS EXISTING TELEPHONE MANHOLE O EXISTING WATER LINE W - BY UNDERGROUND SERVICE ALERT (USA). USA MEMBER UTILITIES WILL PROVIDE THE CONTRACTOR CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. N p L� EXISTING RECLAIMED WATER LINE - REW WITH THE PRECISE LOCATIONS OF THEIR SUBSTRUCTURES IN THE CONSTRUCTION AREA WHEN THE EXISTING INLET CONTRACTOR GIVES AT LEAST 48 HOURS NOTICE TO THE UNDERGROUND SERVICE ALERT BY CALLING I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS EXISTING SEWER LINE - EXISTING CLEANOUT T (800) 422 -4133. BY THE CITY OF ENCINITAS IS CONFINED TO REVIEW ONLY AND DOES NOT EXISTING TELEPHONE CONDU r THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN ADVANCE OF RELIEVE ME AS AN ENGINEER OF WORK OF MY RESPONSIBILITIES FOR EXISTING CATCH BASIN C • EXCAVATING AROUND ANY OF THEIR STRUCTURES. THE UTILITY COMPANIES LISTED BELOW CAN. PROJECT DESIGN. EXISTING STREET LI GHT EXISTING GAS LINE - - CONTACTED AS INDICATED. EXISTING POWER POLE /GUY EXISTING OIL /FUEL LINE FUEL BERRYMAN & HENIGAR, INC. EXISTING ELECTRICAL CONDUIT E GAS & ELECTRIC (S.D.G. & E.) 1 -(800) 422 -4133 11590 WEST BERNARDO COURT EXISTING POWER POLE m - - SAN DI G0, CA 92127 -1624 TS- - a' 1- 800 422 -4133 a EXISTING UTILITY POLE ° EXISTING TRAFFIC SIGNAL CONDUIT TELEPHONE (PACIFIC BELL) ( ),. /� QR OF ESSip EXI TRAFFI I C s I GNAL » ° I ST I NG STREET LIGHT CONDUIT - SL � Q SAN DIEGUITO WATER DISTRICT (760) 633 - 2709' KEITH GILLFILLAN y RCE N0. 30434 EXP. 03/31 /04 DATE ��P GI( lr��F 2 EXISTrNG SIGN Ex1ST1NG FIBER OPTIC CONDUIT - FO - Q LEUCADIA COUNTY WATER DISTRICT (760), -0155 No. 30434 - CAT - �' ! EXISTING IRR IGATION VALVE ® EXISTING L IGATION LINE � Y O) OLIVENHAIN MUNICIPAL WATER DISTRICT 0) 753 - 6466 (2 EXISTING SPRINKLER HEAD EXISTING UNDERGROUND CABLE LINE -CAN 0) - I) f/o4 EXISTING FIRE HYDRANT EXISTING OVERHEAD @LE LINE - OH COX COMMUNICATIONS (76 EXISTING 0) 806 -9809 CIV�\ -� X FENCE DANIELS CABLE T.V. (760) 931 -7000 �� OF C SD - - EXISTING STORM DRAIN 619 442 -3343 ) EXISTING VALVE CAN SOUTHWEST SIGNAL ( COMMUNITY DEVELOPMENT EXISTING GAS VALVE CAN D4 ATTENTION SAN DIEGUITO WATER DISTRICT COMMUNITY SERVICES SAN DIEGO COUNTY DEPARTMENT OF EXISTING BLOW -OFF VALVE ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE APPROVED BY: ENVIRONMENTAL HEALTH APPROVED BY: EXISTING SIGN RECORDS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR REVIEWED BY: r TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY AGENCIES �_. t� r f f EXISTING NG R 1 SER / z} AND TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. p +` / � ^ FOR UNDERGROUND SERVICE ALERT CALL: U M P , IQ- 0 t �� _ DATE APPROVED BY: DATE PLANS PREPARED B . 1- 800 -422 -4133 DATE DATE SCALE rR Y: DESK;rdEO BY DRAWN BY BY APPROVALS CITY OP ENCIPIf�AS ENGINEERING DEPARTMENT DRAWING NO. c REMSIONS APPROVED DATE REFERENCES DATE BENCH MARK ' DESCRIPTION:2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVE BY: �1' IMPROVEMENT PLANS FORpp� DOWN 1 BELOW AC SURFACE HORIZONTAL: " =20' �� _ ird6 SAIL GAR ®ENV ®6�� Y E 003 I LOCATION: CENTERLINE OF ENCINITAS BLVD. / Z ' SHEET 01 OF 33 STATION R0458 21 +90 EC VERTICAL: 1 " =4' '�L /� �� / e � / ! I 1590 W. Boma o CL 12 7 900 /!1 6 %,Ga' TITL SHE RECORDED FROM: COUNTY BENCH LEVELS 1E: ( S 0 " �fB ° •9�1)45f_28as KEITH GILLFILLAN l/ DATE �� I �; 2 ' ` ` 888)4.51 -s' RCE NO. 30434 EXP. 03/31/04 -- ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com ROW W ROW SAN ELIJO JOINT POWERS AU W'LY TWORITY ROW 76' &VAR ROW W 56' & 5T 1. RW FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING. IN THE EVENT OF 47' & VAR 29' 28' 28' & 29' CONFLICTS, THE REQUIREMENTS SHALL HAVE PRECEDENCE AS LISTED: 6' 22' 22' 6' & T A. SEJPA - APPROVED IMPROVEMENT PLANS: 5 31' &VAR 10' & 4' & 18' &VAR V B. SDWD RW STANDARDS (LATEST ED.): AND 5 I 5.5' VAR VAR &AR 5.5' 5. EXISTING - 1 ' 5 I C. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST ED.), THE SAN DIEGO STANDARD I I GROUND i I SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTI 6' & ON (ADOPTE D Y THE GS (L D DI REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL VAR I I I 3 2. CONTRACTOR SHALL SUBMIT SH0 RAWINGS FOR ALL PROPOSED MATERIALS OF WORK. NO RW MATERIALS 4 2:1 SLOPE TO DAYLIGHT WALL SHALL BE DELIVERED TO THE JOB NSTALLED PRIOR TO SDWD APPROVAL FOR USE. ? 1 1 2% 1 ?% 2% S AREAS .17 RET 67.93 a ° ° ° ° I 2% 2 "�__ %& BAR 1 TA 24 +35 1 TO 26 +67 9 2% 3. RW PIPING SHALL BE OF THE CLASS AND TERIAL SHOWN ON THE PLANS. o ° ° °° 6 STA 11 +04.43 TO 13 +28.85 °a° a as °o °o a s 6 S L' I I STA 22 +76.50 T005 o 0 0 0 0 0 o °o °a°OO o oo °o °o ° o ° o ° o ° o ° a 4. THERE SHALL BE A MINIMUM CLEARANCE OF 52 OM TOP OF PIPE TO FINISH GRADE, UNLESS OTHERWISE APPROVED. °° ° ° ° ° ° ° ° ° °° a ° ° ° °° ° ° ° a ° ° 24 +75.00 A A TMP � -� GROUND 0 ELED IN ACCORDANCE WITH GROUND 3 2 q 3 I 5. ALL RW FACILITIES SHALL BE PIGMENTED, PAINTED, AWWA STANDARDS 4 °� A EXISTING ' _ 1 - - �� FOR RECLAIMED WATER USE. MIN �. ALL RW CONNECTIONS SHALL BE SCHEDULED IN ADVANCED WITH E POTABLE WATER PURVEYOR HAVING TYP 2 6" MIN OUAIL GARDENS E L C MIN JURISDICTION OVER THE WORK. OUAIL GARDENS DRIVE TYPICAL S „� 9 � E ON 2 JOINT UTILITY TRENCH TRANSITION 7. RW PIPING SHALL BE INSTALLED PER TYPICAL PIPE TRENCH DETAIL IN SE RW STANDARDS. PERMANENT TYPICAL SECTION '7_ i 2 FROM STA 22 +65.70 TO STA 23 +25 TRENCH RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY WITH STRE RISDICTION. MAGNETIC MARKING /LOCATING TAPE AND 12 GAGE AWG COPPER LOCATING WIRE SHALL BE INSTALLED WITH ALL RW PIPE. STA 10 +71 TO STA 1 +21 STA 22 +65.7 "O STA 27 +19.42 NTS 8. AIR AND VACUUM ASSEMBLIES, BLOW OFFS, PIPE RESTRAINT, GATE VALVES, AND PIPE R INT SHALL BE IN ACCORDANCE NTS M WITH SDWD RW STANDARDS. I ' * 9. ALL RW PIPE SHALL MEET THE REQUIREMENTS OF "SEPARATION CRITERIA OF WATER MAINS AND SA TORY SEWERS" BY THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES. MINIMUM SPACE SEPARATIONS FROM OTHER WET UTILITiSHALL BE "10 FEET W'LY E'LY FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, OR AS OTHERWISE SHOWN ON THE APPROVED PLANS. LE SEPARATIONS ROW VAR ROW ROW 29 SHALL NOT BE INSTALLED WITHOUT THE REVIEW AND CONSTRUCTION CHANGE APPROVAL OF THE SEJPA. ROW g7' ROW VAR 28' 29 10' VAR 22 7 6' 22' & VAR 2 7 CONSTRUCTION NOTES 1 7' 5.5' 6' & 6' & 5.5' ��1C CONSTRUCT 6" CURB & GUTTER TYPE G PER RSD G -2 INSTALL 6' CHAIN LINK FENCE PER RSD M -6. I 5.5' 1 EXISTING VAR VAR `2 CONSTRUCT 6" MEDIAN CURB & GUTTER TYPE B -2 PER RSD G -6. ADJUST VALVE CAN TO NEW GRADE. �� 1 GROUND - I I I 1 4 STA 27 +19.42 TO I 3 CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G -7. ADJUST MANHOLE TO NEW GRADE. 3 TO +30 +36 0 +23 6 4 CONSTRUCT LANDSCAPE PER LANDSCAPE PLAN. RELOCATE MAILBOX T:3 SIDEWALK "-,l GRADED SWALE 3 6 STA 13 +79 1 2% ?% Q1 ,-� + 3621 .�STAL_t_ L � Q � "`�� °2 �" P � R �� S � r ` .`'"�' �� I 2% 1 2% GROUND 6 CONSTRUCT RETAINING LNcwv)�IL.. �sT c MIN 1 2% 5 CONSTRUCT RETAINING WALL PER RSD C -2. I NING WALL PER RSD C -3. RELOCATE REW WATER METER TO SIDEWALK STA 0 4 +00OQ TO 1 ° ° a °oao° °° " " " a °a °a °a ° ° °° a° TYP _ 98 T 2% ° - . EXISTING 15 +00.00 �^�, °,,� a a °a °a °a ° ° ° a ° ° " ° ° ° " ° ° °" A 4 MIN I GROUND ' : ° ,��, „ , ". „ „ , ° �„a � °� a ° �a� .., 7 CONSTRUCT BROW DITCH TYPE B PER RSD D -75. UTILITY PEDESTAL / VAULT TO BE ABANDONED SEE JOINT UTILITY TRENCH NOTE SHOWN ON SHEET 2 A TYP A A 3 \ 8 AS DIRECTED BY CITY, PROVIDE EXPLORATORY BORINGS RELOCATE PULL BOX BY OTHERS. PROJECTED 2% FOR TREE ROOTS AND TRIM ROOTS AS DIRECTED. 1 STREET SLOPE RELOCATE PER JOINT UTILITY, TRENCH NOTE SHEET 2 OUAIL GARDENS DRIVE 9 CONSTRUCT CURB RAMP TYPE A PER RSD G -27. 2 6" MIN CONSTRUCT MODIFIED CURB RAMP PER DETAIL 7. SHEEP 8. RELOCATE PRIVATE SIGN BEHIND R/W PER ENGINEER'S DIRECTION. TYPICA L ceECTI ®N OUAIL GARDENS DRIVE 2 /1 `7 TYPICAL SECTION SEE SIGNAL MODIFICATION PLAN FOR DISPOSITION. 1 CONSTRUCT RETAINING WALL PER DETAIL SHT 16 WITH SPLIT FACE FINISH. STA 13 +21.27 TO STA 15 +39.12 SEE SIGNING &STRIPING PLAN FOR DISPOSITION. "��,' STA 27+19.42 TO STA 30 +36.63 REMOVE EXISTING TREE. REMOVE EXISTING CURB. NTS 1 CONSTRUCT DRIVEWAY PER RSD G -14C. r � mpW NTS REMOVE EXISTING NST " CONSTRUCT 4' HIGH CHAIN LINK FENCE ON TOP OF WALL �''� + PER APWA STD 621.1. CHAIN LINK MESH TO BE BLACK VINYL COATED. REMOVE AND RECONSTRUCT EXIST DECORATIVE WALL, END COLUMNS & MISC FIXTURES IN KIND 12" BEHIND NEW R/W LINE. ` CONSTRUCT CROSS GUTTER PER RSD G -12 AND AS MODIFIED ON PLAN. > REMOVE AND RECONSTRUCT EXIST DECORATIVE WALL TO MEET W'LY E'LY Wly E'LY CONSTRUCT 6" CURB TYPE B -1 PER RSD G -6. NEW GRADE. NEW WALL HEIGHT EQUALS OLD WALL HEIGHT. ROW 61 & VAR ROW ROW CONSTRUCT 5" AC OVER NATIVE OR STRUCTURAL CUT /FILL. <8> CAUTION: EX 16" ACP WATER MAIN CONTRACTOR SHALL VERIFY 32' ROW VAR ROW 29' & VAR DEPTH AND PROTECT IN PLACE 27,2' VAR 1 INSTALL' NEW STREET LIGHT PER RSD E -1. � CONSTRUCT 6" AC BERM TYPE A PER RSD G -5. 10' 22' 22' VARIES 6 2' 21' 22'f 1 7. r � . " 7' - TO, 0' 19 RELOCATE FIRE HYDRANT PER SDWD P -1 WITH '` 10' MAX EXISTING VAR VAR 5' & 6' & 5.5' ' RESTRAINING JOINTS AND THRUST BLOCK. GRADE 5'x22' PAD TO LEVEL I 5 5' _ 1 CONTRACTOR TO RELOCATE EXISTING FLOWER KIOSK >> 5.5 GROUND I 4 STA 30 & 33 +85 5 1 OUT OF SEWER EASEMENT 3 END A7 1 31 +86 & 33 1 4� CONTRACTOR TO CONSTRUCT PROPOSED DWY STA 18 +52.48 \ TO 35 +80.45 (ACCESS TO ENCINITAS BLVD) PRIOR TO GRADED SWALE 3 2 DISRUPTING EXIST DWY (ACCESS TO QUAIL GARDENS DR) 2:1 SLOPE TO DAYLIGHT 1 2 STA 15 +51.50 TO 16 +75 1 2% 1 2% 2% 1 2% IN AREAS OF NO RET WALL \ 2% 2 % Z% STA 16 +93.00 TO 18 +36.95 5 6 STA 97 +38.00 TO 19 +00 MIN 2% ABBREVIATIONS � 27 o a a o aoa ° a, oa° a a - o ° o o °o °o °O "o °o o'o ° o ° o ° o ° o 0 0.0 0 ° 0 0 0 ° °O °O°O °o °° °° a�o 0 0 ° a o o o q J i PT ANGLE POINT MON MONUMENT q 4" MIN I T AB AGGREGATE BASE MSL MEAN SEA LEVEL A TYP A A EXIST C &G TO REMAIN ARAN ABANDONED NA NOT APPLICABLE 1 �`'� EXISTING PROJECTED 2% STREET SLOPE AC ASPHALT CONCRETE N'LY NORTHERLY 1 ACP ASBESTOS CEMENT PIPE NO NUMBER GUAIL GARDENS DRIVE 2 6" MINGROUND APWA AMERICAN PUBLIC WORKS ASSOCIATION OC ON CENTER OUAIL 'IL GARDENS DRIVE AVA AIR-VACUUM ASSEMBLY 0. R. OFF ICIAL RECORDS TYPICAL SECTION TYPICAL SECTION BC BEGIN CURVE PCC PORTLAND CEMENT CONCRETE OR BOW BACK OF WALK POINT OF COMPOUND CURVE STA 15 +39.12 TO STA 18 +79.93 STA 30 +36.63 TO STA 35 +80.45 POLE g:}r BEGIN VERTICAL CURVE PCR POINT OF CURB RETURN NTS C8G CURB AND GUTTER PED PEDESTRIAN" NTS CB CURB PL, R PROPERTY LINE CL, C CENTER LINE POC POINT ON CURVE CLR CLEAR PVC POLYVINYL CHLORIDE ROW CONC CONCRETE PVI POINT OF VERTICAL INTERSECTION CONST CONSTRUCTION QGO QUAIL GARDENS DRIVE 7' CTR CENTER PVMT PAVEMENT DIP DUCTILE IRON PIPE RV W RIGHT OF WAY 15 W E'LY DOC DOCUMENT REW RECLAIMED WATER DWG DRAWING RCE REGISTERED CIVIL ENGINEER ROW VAR R W 18 DWY DRIVEWAY RCP REINFORCED CONCRETE PIPE VAR 28' & 29' PACBELL " E EAST REQ'D REQUIRED EC END CURVE RETAINING NUMBER OR LETTER OF DETAIL: 10' VAR 22' 6' & 7 / 4 -3 I EG EXISTING GROUND RET NUMBER = DETAIL OR ENLARGED PLAN SDG T E ROS RECORD OF SURVEY A OR 1 5' 5' ELECTRIC ELEC ELECTRICAL LETTER = SECTION OR PROFILE EL EV EL EVATION RT RIGHT 1 I ci RSD SAN DIEGO REGIONAL 31ANDARD DRAWING I 5.5' 1 12" MIN J EVC END VERTICAL CURVE Rey RETAINING WALL � ILL] EX OR EXIST EXISTING SDWD SAN DIEGUITO, &R DISTRICT INDICATES SHEET 1 I FD FOUND SDWK SIDEWALK .`'. NUMBER WHERE DETAIL 1 SIDEWALK TRENCH DETAIL FG FINISHED GROUND IS DRAWN 2% 3 FH FIRE HYDRANT STA STAT � 1 2:1 SLOPE TO DAYLIGHT TYPICAL ST LIGHT � FL FLOW LINE STD STNDARD 2% IN AREAS OF NO RET WALL 2 4' �E !� E� ' FS FINISHED SURFACE STL EEL EXIST SIDEWALK s 6 STA 18 +79.93 TO 19 +00.83 PLACEMENT DETAIL r TB „ TOP OF BERM ° a ° a ° a a °o a� ° � ° o ° ° °a °o a ° a a a ° ° °o a a a ° �u B UBB LE: a ° ° GB GRADE BREAK TC TOP OF CURB DETAIL BUB TO REMAIN ° ° ° ° ° °° - N °° q A HOR I Z HORIZONTAL 4" � d �' EXISTING HP HIGH PRESSURE TCE ' TEMPORARY CONSTRUCTION EASEMENT EXIST C &G MIN LOL LAYOUT LINE TOP OF FOOTING GROUND TW TYPICAL TOP OF WALL TO REMAIN 1 ., LT LEFT o MAX MAXIMUM TYP QUAIL GARDENS DRIVE " R oFE SS / STR UCTURAL SECTIONS 2 s MIN JOINT IL TRENC toe P c1<<°� MED MEDIAN VC VERTICAL CURVE S TV, PACBELL MIN MINIMUM VCP VITRIFIED CLAY PIPE O TYPICAL SECTION 5" AC /12" AB/12" SCARIFY AND RECOMPACT 12 MIN y �D MOD MODIFIED VERT VERTICAL A " SDG ELECTRIC POWERPOLES TO BE RELOCATED AND OR NOTE: ALL CONDUITS, HANDHOLES AND OVERHEAD 30434 z ¢ W WEST ELECT j STA 18 +79.93 TO STA 22 +65.70 CONSTRUCTED PER UTILITY DRAWINGS: Egp y r� f 2 LEGEND: NTS 2 STREET TRENCH DETAIL SDG &E WO# 2733090 ® ELEVATION SHOWN IN PROFILE PACIFIC BELL PROJECT NO. DB 1567R J} CIV \�- ��P a� 2 COX CABLE VISION FILE NO. N1543 qT f OF CAS \E i ALDELPHIA COMMUNICATIONS i PLANS PREPARED BY: DEED BY DRAWN BY CHECKED BY APPROVALS O OF ENCINITAS ENGINEERING DEPARTMENT DRAINING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF AIL GARDENS R OWN 1 BELOW AC SURFACE HORIZONTAL: 1 " =20 o ° f� RECOMMENDED BY: APPROVED BY: IMPROVEMENT PLANS FOR D T LOCATION: CENTERLINE OF ENCINITAS BLVD. % - Z-113 Z4 C2 ✓ V I / ' - �/y { �j % (, � STATION R0458 21+90 EC VERTICAL: 1"=4' 1 1590 t% B o Ct. Suite 100 TYP SECTIONS SHEET 02 OF 33 RECORDED FROM: COUNTY BENCH LEVELS TEL: (85B) 1_BIlJO' FAX (8We) -as4s EITH . 30434 DATE 2./ { � � D Z. /�� 7. ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RCE NO. 30434 EXP. 03/31 /04 SAN EUJO JOINT POWERS AUTHORITY W LY E'LY W LY E'LY ROW 76' & VAR ROW ROW 56' & 57' ROW 1., RW FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING. IN THE EVENT OF CONFLICTS, THE REQUIREMENTS SHALL HAVE PRECEDENCE AS LISTED: 47' &VAR 29' 28 28 & 29 A. SEJPA - APPROVED IMPROVEMENT PLANS: 6' 31' &VAR 1 V & V & 18 &VAR 7' 6' 22' 22' 6' & 7' B. SDWD RW STANDARDS (LATEST ED.): AND I 5.5' VAR VAR &VAR 55 C. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST ED.), THE SAN DIEGO STANDARD 5.5' EXISTING \ 1 I S (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS PECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 6' & I GROUND COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST ED.). VAR 1 ( ® I 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PROPOSED MATERIALS OF WORK. NO RW MATERIALS 4 3 TO DAYLIGHT SHALL BE DELIVERED TO THE JOB OR INSTALLED PRIOR TO SDWD APPROVAL FOR USE. �� 6 STA 11 +04.43 TO 13 +25.85 ?1 ! 2% 1 V 2_ % -& VAR -- 2% 1 2% 1 2% 2 + .93 V 2% 1 2% IN NO RET WALL 3. RW PIPING SHALL BE OF THE CLASS AND MATERIAL SHOWN ON THE PLANS. TA 24 +35.17 TO 6 67 1 ..: o o ° o, o o °o ° o ° ° n ° o 0 0 0 0 m ° °p° o o °000a o � 6 S ° ° ° ° ° ° ° °° ° ° °° ° ° ° <° STA 22 +76.50 TO 5 4. THERE SHALL BE A MINIMUM CLEARANCE OF 52" FROM TOP OF PIPE TO FINISH GRADE, UNLESS OTHERWISE APPROVED. 3 �_ " ° ° ° ° ° ° ° ° ° ° 5. ALL RW FACILITIES' SHALL BE PIGMENTED, PAINTED, OR LABELED IN ACCORDANCE WITH AWWA STANDARDS 2 A 3 ! 24 +75.00 q A 4" EXISTING „ EXISTING MIN �� GROUND FOR RECLAIMED WATER USE. RAIN A 1 � GROUND TYP 6. ALL RW CONNECTIONS SHALL BE SCHEDULED IN ADVANCED WITH THE POTABLE WATER PURVEYOR HAVING TYP 2 MAIL GA p `/ 6" MIN Q UAIL GARD ENS DR 6' MIN QU JURISDICTION OVER THE WORK. AIL '>,.d D R I VE E 7. RW PIPING SHALL BE INSTALLED PER TYPICAL PIPE TRENCH DETAIL IN SEJPA RW STANDARDS. PERMANENT ICAL SECTION RICAL S ECTION 2 JOINT UTILITY TRENCH TRANSITION TRENCH RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY WITH STREET JURISDICTION. MAGNETIC MARKING /LOCATING 2 FROM STA 22 +65.70 TO STA 23 +25 TAPE AND 12 GAGE AWG COPPER LOCATING WIRE SHALL BE INSTALLED WITH ALL PVC RW PIPE. STA 10 +71 TO STA 13 +21.27 STA 22 +65.70 TO STA 27 +19.42 8. AIR AND VACUUM ASSEMBLIES, BLOW OFFS, PIPE RESTRAINT, GATE VALVES, AND PIPE RESTRAINT SHALL BE IN ACCORDANCE NTS NTS WITH SDWD RW STANDARDS. 9. ALL RW PIPE SHALL MEET THE REQUIREMENTS OF "SEPARATION CRITERIA OF WATER MAINS AND SANITARY SEWERS" BY THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES. MINIMUM SPACE SEPARATIONS FROM OTHER WET UTILITIES SHALL BE "10 FEET W'LY E'LY FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE," OR AS OTHERWISE SHOWN ON THE APPROVED PLANS. LESSER SEPARATIONS ROW VAR ROW W'LY E'LY SHALL NOT BE INSTALLED WITHOUT THE REVIEW AND CONSTRUCTION CHANCE APPROVAL OF THE SEJPA. � -�j VAR 29' ROW 57' 0 10 uanON NOTES ' VAR 22' 7 28 C 29 CONS ! 1 7 6' 22' &VAR 22' 7' 5.5' 6' & 6' & 5.5' CONSTRUCT 6" CURB & GUTTER TYPE G PER RSD G -2. INSTALL 6' CHAIN LINK FENCE PER RSD M -6. I 5.5' I EXISTING VAR VAR 2 CONSTRUCT 6" MEDIAN CURB & GUTTER TYPE B -2 PER RSD G -6. ADJUST VALVE CAN TO NEW GRADE. �� I GROUND ! 3 CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G -7. ADJUST MANHOLE TO NEW GRADE. 1 I 4 STA 27+ 30 3 1 1 -I- \ 28 +75 & 30 +23 1 3 TO 30 +36.63 4 CONSTRUCT LANDSCAPE PER LANDSCAPE PLAN. RELOCATE MAILBOX TO SIDEWALK. GRADED SWALE 3 1 2% 6 STA 13 +79.98 TO 15 +36.21 5 CONSTRUCT RETAINING WALL PER RSD C -2. INSTALL, LOWER & RELOCATE WATER SERVICE PER I 2% 1 2% 2% 4" 1 2% 2% SDWD STANDARDS INCLUDING CUSTOMER RECONNECTION. STA 14 +00.00 TO 1 6 CONSTRUCT RETAINING WALL PER RSD C -3. ° ! RELOCATE REW WATER METER TO SIDEWALK. 15 +00.00 ° ° ° ° °° ° EXISTING MIN 2% EXISTING 7 CONSTRUCT BROW DITCH TYPE B PER RSD D -75, UTILITY PEDESTAL / VAULT TO BE ABANDONED A A T 4" MIN � TYP �� GROUND 8 AS DIRECTED BY CITY, PROVIDE EXPLORATORY BORINGS SEE JOINT UTILITY TRENCH NOTE SHOWN ON SHEET 2 GROUND \ A A 3 FOR TREE ROOTS AND TRIM ROOTS AS DIRECTED. RELOCATE PULL BOX BY OTHERS. 1 \ \ PROJECTED 2% p G ARDENS �6 MIN STREET SLOPE 9 CONSTRUCT CURB RAMP TYPE A PER RSD G -27. RELOCATE PER JOINT UTILITY, TRENCH NOTE SHEET 2 QUAIL GARDENS DRIVE 2 DRIVE UAIL Q GARDENS E 2 10 6 CONSTRUCT MODIFIED CURB RAMP PER DETAIL ON SHEET 8. RELOCATE PRIVATE SIGN BEHIND R/W PER ENGINEER'S DIRECTION. TYPICAL SECTION �d 9-'0 1 CONSTRUCT RETAINING WALL PER DETAIL SHT 16 WITH SPLIT FACE FINISH. SEE SIGNAL MODIFICATION PLAN FOR DISPOSITION. TY PICA L SECTION GARDENS Y 2 1 REMOVE EXISTING TREE. SEE SIGNING & STRIPING PLAN FOR DISPOSITION. STA 13 +21.27 TO STA 15 +39.12 STA 27 +19.42 TO STA 30 +36.63 CONSTRUCT DRIVEWAY PER RSD G -14C. REMOVE EXISTING CURB. NTS NTS CONSTRUCT 4' HIGH CHAIN LINK FENCE ON TOP OF WALL REMOVE EXISTING C &G. PER APWA STD 621.1. CHAIN LINK MESH TO BE BLACK VINYL COATED. REMOVE AND RECONSTRUCT EXIST DECORATIVE WALL, END COLUMNS 1 CONSTRUCT CROSS GUTTER PER RSD G -12 AND AS MODIFIED ON PLAN. & MISC FIXTURES IN KIND 12" BEHIND NEW R/W LINE. W'LY CONSTRUCT 6" CURB TYPE B -1 PER RSD G -6. REMOVE AND RECONSTRUCT EXIST DECORATIVE WALL TO MEET ROW � ROW 61 &VAR ROW NEW GRADE. NEW WALL HEIGHT EQUALS OLD WALL HEIGHT. W'LY E'LY 1 CONSTRUCT 5 AC OVER NATIVE OR STRUCTURAL CUT /FILL. ROW VAR ROW CAUTION: EX 16" ACP WATER MAIN CONTRACTOR SHALL VERIFY 32' 29' &VAR CE 27.2' VAR DEPTH AND PROTECT IN PLACE INSTALL NEW STREET LIGHT PER RSD E -1. 10' 22' 22' VARIES 6.2' 21 • 22'1 10'1 1 RELOCATE FIRE HYDRANT PER SDWD P -1 WITH <9> CONSTRUCT 6" AC BERM TYPE A PER RSD G -5. 7' 7' TO 10' RESTRAINING JOINTS AND THRUST BLOCK. 5' & 6' & 5.5' GRADE 5 x22' PAD TO LEVEL I 5.5' ( 10' MAX EXISTING VAR VAR 2,•� 5.5' I GROUND ! STA 30 +36.63 TO I CONTRACTOR TO RELOCATE EXISTING FLOWER KIOSK OUT OF SEWER EASEMENT <3> END AT I 4 31 +86 & 33 +85 CONTRACTOR TO CONSTRUCT PROPOSED DWY STA 18 +52.48 \ TO 35 +80.45 p /�- �+�� GRADED SWALE 3 2:1 SLOPE TO DAYLIGHT 2 A IONS (ACCESS EXIST DWY (ACCESS TO QUAIL GARDENS DR) STA 15 +51.50 TO 16 +75 1 2% 1 2q, 2q, 1 ?% IN AREAS OF NO RET WALL 4 „ \ 1 27 2 ?% 2 � 2% 27 4 PT ANGLE PAINT MON MONUMENT .00 TO 18 +36.95 5 ° ° ° °:ao ° ° ° ° °° o ° o ° o o ° ° °o° 1 6 STA 17 +38.00 TO 19 +00 MIN STA 16 +93 _ ° o °o °o °° ° ° ° °° .. ° °o ° °° ° °o ° ° °o AB AGGREGATE BASE MSL MEAN SEA LEVEL MIN ° ° ° ° ° ° ° ° ° °° ° ° ° ° °o� 3 ABAN ABANDONED NA NOT APPLICABLE " 1 A A 4 TYP � A A EXIST C &G TO REMAIN AC ASPHALT CONCRETE N'LY NORTHERLY ACP ASBESTOS CEMENT PIPE NO NUMBER 1 EXISTING PROJECTED 2% STREET SLOPE APW AIR - VACUUM ASSEMB WO RKS ASSOCIAITON Q.R. OFFICIAL RECORDS QUAIL GARDENS DRIVE 2 6" MIN GROUND QUAIL GAR DENS D E BC BEGIN CURVE PCC PORTLAND CEMENT CONCRETE OR 2' BOW BACK OF WALK POINT OF COMPOUND CURVE TYPICAL SECTION 1 TYPICAL Il �l SECTIO BVC BEGIN VERTICAL CURVE PCR POINT OF CURB RETURN C &G CURB AND GUTTER PED PEDESTRIAN " STA 15 +39.12 TO STA 18 +79.93 STA 30 +36.63 TO STA 35 +80.45 POLE CB CURB PL, PL PROPERTY LINE 3 _ 9 12 CL Cr CENTER LINE POC POINT ON CURVE NTS NTS CLR CLEAR PVC POLYVINYL CHLORIDE -TOP OF CURB CONC CONCRETE Pyl POINT OF VER77CAL INTERSECTION COUNT CONSTRUC77ON CTR CENTER QGD QUAIL GARDENS DRIVE r. r r� DIP DUCTILE IRON PIPE PVMT PAVEMENT R1W RIGHT OF WAY 4 7 ROW DOG DOCUMENT REW RECLAIMED WATER DWG DRAWING 15 RCE REGISTERED CIVIL ENGINEER " I DWY DRIVEWAY - E'LY E EAST RCP REINFORCED CONCRETE PIPE ROW VAR R W EC END CURVE REQ'D REQUIRED VAR 28' & 29' N 18" , PACBELL EG EXISTING GROUND RET RETAINING ELEC ELECTRICAL ROS RECORD OF SURVEY p �g ® ® 10' VAR 22' 6' & T " 4' -3" 1 ELEV ELEVATION RT RIGHT 3 MODIFIED ROLLED CUR ELECTRIC D 5' 5' SDG T RIC RSD SAN DIEGO REGIONAL STANDARD DRAWINGS T EVC ENO VERTICAL CURVE 2 RW RETAINING WALL .5' NTS 1 5 EX OR EXIST EXIS71NG SDWD SAN DIEGUITO WATER DISTRICT I I 12" MIN - - tea- ----T- " FD FOUND SDWK SIDEWALK S FG FINISHED GROUND �/ FH FIRE HYDRANT STA STATION ! S IDEW AL K TREN I� DET 3 FL FLOW LINE STD STANDARD 1 2:1 SLOPE TO DAYLIGHT 2 a 2q, 2% � IN AREAS OF NO RET WALL 4' TY PICAL STREET LIGHT FS FINISHED SURFACE STL STEEL GB GRADE BREAK 7B TOP OF BERM r_ HORIZ HORIZONTAL TC TOP OF CURB EXIST SIDEWALK o °° o ° ° °° °° o ° ° ° ° °° ° ° °o °° ° ° ° ° ° ° ° ° ° ° " ° ° ° ° ° < ° °0 6 STA 18 +79.93 TO 19 +00.83 PLACEMENT ETAIL HP HIGH PRESSURE TCE TEMPORARY CONSTRUCTION EASEMENT TO REMAIN ° °° ° ° ° ° °° ° ° LOL LAYOUT LINE TF TOP OF FOOTING A A 4" � EXISTING LT LEFT TW TOP OF WALL EXIST C &G MIN �� GROUND MAX MAXIMUM TIP TYPICAL TO REMAIN 1 MED MEDIAN VC VERTICAL CURVE c I MIN MINIMUM VCP VITRIFIED CLAY PIPE t QUAIL GARDENS DRIVE 2 6" MIN TR p� OF G14 STRUC RAL SECTIONS JOINT I R6� k e P G I <l r MOD MODIFIED V EST TYPICAL SECTION RT WEST N, PACBELL OA 5" AC /12" AB /12" SCARIFY AND RECOMPACT ~ NUMBER OR LETTER OF DETAIL: 12" MIN SDG &E NOTE: ALL CONDUITS, HANDHOLES AND OVERHEAD `_ Y No - 30434, z � NUMBER = DETAIL OR ENLARGED PLAN ELECTRIC POWERPOLES TO BE RELOCATED AND OR A OR 1 LETTER = SECTION OR PROFILE / STA 18 +79.93 TO STA 22 +65 .70 �g CONSTRUCTED PER UTILITY DRAWINGS: R 1 INDICATES SHEEP LE G NTS 2 STREET TRENCH 1 AIL SDG &E WO# 2733090 ° PACIFIC BELL PROJECT NO. DB 1567R NUMBER WHERE DETAIL s ELEVATION SHOWN IN PROFILE 2 COX CABLE VISION FILE NO. N1543 IS DRAWN ALDELPHIA COMMUNICATIONS D ETAIL BUBBLE: REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: °D °�" � APPROVALS ENGINEERING DEPARTMENT DRAWING NO. E DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED A PPROVEp BYE IMPROVEMENT PLANS FOR A 2� DOWN 1 BELOW AC SURFACE " ° l 5 T LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL: 1 =20 AIL E /e AS bale- l t • b STATION R0458 21 +90 EC VERTICAL: 1 " = ! r h "0 COUNT( BENCH LEVELS " e0mo �92 sues s¢n RECORDED FROM. �y (a5e r_er �. a s_asas KEITH GILLFILLAN ATE Lj l 2 y / cr 3 r - . ,' �1l,/ ICAL TONS __:A SHEET 0 ELEVATION: 146.29 FEET DATUM: NA® 29 www.bh .com RCE NO. 30434 EXP. 03/31/04 2/�O F 34 CURB GRADES FINISHED LT UNLESS SHOWN IN PROFILE SHALL BE THE FOLLOWING PLUS M DIAN TC PARTIAL 300' VC PVI STA = 12 +25 CENTERLINE GRADE m w M PVI G1LEV 3.00% 95 w rn \/ DI AT RAN LO m (L M ^" -150 G2 = 5.90% 150 t M G O 10 +81.82= - 2.80,° No N w + p- 9.25' 0 �; LT MED T +0.54' 12 +,73.3 TO 13 +21.27 LT MED + N LT MED - "' 3.29% TOP OF ERM p/4 p/4 p/4 p/4 '+ 0 5 9 % RT MED +0.42' 1,04 71.9 TO 12 +29.64 1.22% SEE SHEET 10 a LO N ^ LO +0.62' X12 +73.3 TO 13 +21.27 m + o ; RT TC -0.04 11+03. 2 TO 14 +00 cq U ON M� PR4 LIE MEDIAN a Q ® LT �� , Ln + c " °,� 0 CD HORIZ: LT I" = ° N� �^ + N M �O ^� OO +t0 C-4 -4- jJ s rn o + � + to + ui + to N d w ° TO BE RELOCATED BY OTHERS VERT: 1" = 4, w J .- d N d W m LO 00 a 2:.03% '+ ° i i I LLI = 76.81' © 0 F- � i � � a � _ FINISHED LT TC °z .� z 300' VC � � � � ._" ° U / 4 p/ / / Q U Q PVI STA = 12 +25 ,- CL p 4 p 4 p oz U Q� m ° w °z FINISHED GR E PVI ELEV = 1 43.37 0 o co - W r w ABOVE SD r` o ° U a G1= -3.00% z m to 5 Il.l " N r to CD n ++ a m w + ,ri L6 m cc) n co ° ° 3 F- FINISH D GRADE G2 = 5.77% Q i L (n. O1 ° ° � N R U ® CEN RLINE ° M N ,N a pN 0W J O O +� 3.649 N LO Om + +mot CL z_ z_ 1 z 00 ° n + m t•� I EXI T GROUND N J J oo nm " z �� M� .-Q / i Z A VE D cn to c3n sF J to Il to '- N d » Q + CN n o U o •- N to + n ! 11.36 LF�30 RCP J C L CA6 o� - ±� CL- - 3.009 ±� ±� + + +m N to o - / ®4.96% _ 3 FINISHED ZT TC ° a U ®5 4% -RT _ � TOP OF BERM SEE SHEET 10 _ °� ` ~ N 1a" R EXISTING GROUND w ¢ w ro 140- 48� N ® CENTERLINE x 3 ® 2 PRoR RT CURB RETUR m� - - - X i w r M J ao �{ L O ®192% ate_ ® 3 � n om' 3 mo ao M w `* A3 o mid rn 4 - �M mg SCALE: x_ ° HGL r O u_ co Ld d 137.50 FL HORIZ: 1 " = 20' o- <r p c' m M a ; F .r oo ^ VERT: 1" = 4' z Co i N I- °� + a529 L r 8,25 IF 1 -imn Z mww) ^ U OaM J wV d dw U4 Oi U 0 CL it x 4 it 0 ,°n 0 E FINISHED RT "^ w HG m MEDIAN TC w) I 0• 1350 - D 0) <t „� o I' » 1.57% M o M co o M to ° ^ "' (( „ 137.79 LF 30 RCP ° M w I co o_W wi1 Q STORM DRAIN DATA N^ N^ 2.93% I 1350 -D g M REMARK M DELTA/BEARING N1 ° 1 JU 30 RCP C+ " 2.27% -150 I I I 84.6b LF 30" RCP 1.00 ° 8.25 18 RCP 150- 00 M M 2 '57"F - -' A PROFILE +70 SD LATERAL 3 N69• �° -- 18 RC RT MED PROFILE: RT MEDIAN RT MED I II I J �, � J J J PROFILE: QUAIL GARDENS DRIVE 4 4 1 30 RCP L/ w o N '� a C` '` 3 SCALE: 5 1 1 30 RCP SCALE: " '' '' ° m Go 00 HOR Z: 1" = 20' H RIZ: 1 " = 20' SCALE: 6 1 ' 30 RCP HORIZ. 1" = 20' t9 3 n �" " ERT: 1 = 4 7 4 4 1 30 RCP VERT: 1 "= 4' M ''' co M V 1= 4 ET 50 r - 18 RCP DA A 51 -- 18 RCP CENTERLINE T \\ \Y 10 \ \ 1 1 258 - 130 -78 1 HEE 4 v N O N 3W02'42" RADIUS LENGTH CENTERLINE \\ \ z � 258- 130 -77 I z/ *TRANSITION CURB HEIGHT / �_ It cA \,\ \ w m r t}, Q � w o 2 4 dY) o� 4' 460. 1 CENTERLINE w o v' 5 I N �'° w w r7 / 5' TO MEET NEW BOW p �� // / Q v ®�� / 3 N 740 5 " W 6.1 13 +50 DWY CENTERLINE 258 - 130 -34 ° J a' , ¢ a 3 V q'tQ 4 N 84' 54 W - -- 1 13 +50 DWY CENTERLINE =X r rr O z 'I , w = ca 5 4' 1 6 .0 ' 1807' .13 5 +0 DWY CENTERLINE Cl "'r,rrrr 1 w` w ° o x Y J J caw ek + - Jx x v� / 6 N 5'0 4 - -- 8. 0° 13 +50 DWY CENTERLINE r v J �� o o> w w o �` o ~ �- o o �0 1 258 - 130 -30 3 3 N aNO w \ M ° u' a o - + C' / < X °- o ° q M v ° z ¢� r _.. n z N� ®a w w o C 8 02 ^ ��'� 7 - - -' 19. 13 +50 DWY CENTERLINE o o ¢ o o¢ 3 N n¢ - �� = h �� w g 13 +50 DWY CENTERLINE c�w°o �j ®- ^/ a c �-� x �n v) o Za 5 �' " x // Q!wa w3 � °? g Mo o °� cntn w Dui x o i� 03 � /y � � � 3 �x1 \\ N -Z m z \ h'` Y o o w ° m a .' En a w co ^ Q Q w, w cz © h° e, ❑ CURB DATA z Cv� �^ ®w �a o 00 �xo, NO, " 40 RADIUS LENGTH REMARK rn \ N °cY4v :moo �zo� +a U N o C`N �� r w V o'N C 2 8 OQ 45 0 �,; - = a - ' m a - C ru td _ _ ` o m h cl) �' / / 3 1 ' ' 4 501 117 16 6 1Y PE G C &G P �� + ri v _ r a a �N ,�" \ a 2 k w w o / �� 4 30' 1 4 0 .3 6 TYPE G C &G �o S " o ° �f. = a 0 �o �" o o°j w o o' o // 6 T47'5 " 4 . 0' 76 81' 6 TYPE G C &G 3 h ° ° o °_ x o0 7 6 TYPE G C &G 0 , El CURB DATA MED - �CQ: ^ :,• ,. - � � = o N � � o � 2 N0. RADIUS LENGTH REMARK L a ° - 0 0 � ;' � ° + M o �°, �„ / h O ^� 8 179' 1 ° 30 6.28' 6 TYPE B 2 MED C &G \ - `�� o � ^ = wo •4 ® 9 16 460.0 130.91' 6 TYPE B-2 MED C &G ' �� 10 21'20 27 55.03 6 TYPE B-2 MED C &G 75 LF 0.5 � 11 745'24" 1.44' 6 TYPE B 2 ME i / / 5 24 92 D C &G O� / 12 g• 7 47 .00 7 .58 6 TYPE B -2 MED C &G SLOPE g �2. �O c0 13 180'00'00" 6 TYPE B -2 MED C &G S e C / 2�0 / 6 ST �� ` a 12 a .� Z� 14 » 4 15 24. 5' 1' 6 TYPE B -2 MED C &G i SAWCUT & JOIN 26'59 1" 5 T 6 TYPE B -2 MED C &G EXIST PVMT ® ° o �aQ 1 77 1 " 6 TYPE B -2 MED C &G Gv pT % \ / I V ,\ CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER TYPE G PER RSD G -2. v G / 3 13 ' / 3 CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G -7. 6 CONSTRUCT RETAINING WALL PER RSD C -3. G 4 O 9 CONSTRUCT CURB RAMP TYPE A PER RSD G -27. REMOVE EXISTING TREE. o w .� �� GM >_ 16 / � 5 18 A '✓ 1 CONSTRUCT DRIVEWAY PER RSD G - 14C. z O \ 3 EX r'� r'1Y GROU�f� 3 CONSTRUCT 4' HIGH CHAIN LINK FENCE ON TOP OF WALL h1 G� I C L PER z J + U) w , 1 r APWA STD 621 -1. CHAIN LINK MESH TO BE BLACK VINYL COATED. w U +� r r1Lr \' "J w L6 RV p • .. � � °� N 0 � °� � ^ F 00 r , R{= n4nJ6. �XI� Ic,C•� 6 14 M v - PER RSD G -6. CONSTRUCT 6" CURB TYPE B 1 z - 3 ti 1 CONSTRUCT 5" AC OVER NATIVE z m o two Como �\ s 6 �N N St1aa� FLA lalg �� 0 Co 4 k o 13 N zr 6 J Q z m o O SEE SIGNAL MODIFICATION PLAN INSTALL NEW STREET LIGHT PER RSD E- . .7 pw z m / o w> �wz wx N ®o a o QQ\ �2 �� ® T 1 ` J x N z r J p p m w N - A '° FILL T VAII o- N h 3 FOR DISPOSITION. 9 RELOCATE FIRE HYDRANT PER SDWD P -1 WITH O 0 w / N 1 r a C 0 V%fITH SLU �R � � ® �uj ° Z � �o � / h' o ' /� RAINING JOINTS AND THRUST BLOCK. C) o m o' N p�z m 3 A td to v =,".REST ° °g <r Q �w o ^ o k � SEE SIGNING & STRIPING PLAN o ' ++ O) / ® �- O N J O 1 258 - 130 -4�6 N r w '� ® o O h ' M o wwa ® ° \� o a FOR DISPOSITION A UST VALVE CAN TO NEW GRADE PER SDWD STDS. + �� w oti� cb < . DJ O N �N + + �iQ r7 UoN d: m' w\ ^wN V . } �,� F ° o /v x o z d -' ± CL" -d N REMOVE EXISTING CURB. ADJUS � w� ° ^ �- v 4 v3 o Q ° �,; <:. lNANHOLE TO NEW GRADE. C Ll n w,� + ° j- �' F ° \� J ` ' w "' o w- X v o �' REMOVE EXISTING C &G RELOCATE MAILBOX TO SIDEWALK. I . N o �m3 wx = `j fn a oQ� x / v I w w> s w w 3 Q r7 i l j 2 o CAUTION: EX 16 ACP WATER MAIN INSTALL, LOWER &RELOCATE WATER SERVICE PER SDWD ' I m a CONTRACTOR SHALL VERIFY DEPTH STANDARDS INCLUDING CUSTOMER RE- CONNECTION. {�►, 0 d z u Q coo_ r i X w p� Z of RELOCATE RE o O w O QROFECSS /O,y� � V A / 6 1 >� AND PROTECT IN PLACE 1Y REIN WATER METER TO SIDEWALK. c•� I o °o w> `" z q ��` �� P � F / �� UTILITY PEDESTAL / VAULT TO BE ABANDONED o L) ? ~r PLAN OUAIL GARDENS DRIVE No 30434 " a SEE JOINT UTILITY TRENCH NOTE SHOWN ON SHEET 2 I rn a c� o =' . z is z o ro o Y / RELOCATE PULL BOX BY OTHERS. ®W j ow I SCALE: 1 = 20 C13 o o E a/� ' 2 ENLARGED PLAN GRAPHIC SCALE RELOCATE PER JOINT UTILITY, TRENCH NOTE SHEET 2 z � + w I CIVV�Q 13 DRIVEWAY AT 13 +54 20 0 20 ao RELOCATE PRIVATE SIGN BEHIND R/W PER ENGINEER'S DIRECTION. ° OF CALVE � 1"=20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESIGNED BY ° � 4N " APPROVALS CrrY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D BY: APPROVED BY: IMPROVEMENT PLANS FOR DOWN 1 BELOW AC SURFACE » sl HORIZONTAL: =20 f` 0 0 3 - LOCATION: CENTE »� W CL sum ,� RLINE OF ENCINITAS BLVD. y� ' ° �° `` ��' �° QUAIL GARDENS DRIVE STATION R0458 21 +90 EC VERTICAL: 1 " =4� '�✓ Z �� ,;� .!1e�� ^, ��,, ,... � / SHEET / STA 10 +00 TO 14 +00 RECORDED FROM: COUNTY BENCH LEVELS $ °e X 727 KEITH GIL FILLAN DATE 2 / , 0 ' ` TEL- (8w)451 -8i FAX (858)451 -2848 03 OF 33 ELEVATION: 146.29 FEET DATUM: WAD 29 www.bhiinc.com RCE NO. 30434 EXP. 03/31/04 CURD GRADE 00 + FI ISHED LT UNLESS S OWN IN PROFILE SHALL BE THE F LLOWING PLUS MEDIAN TC PARTIAL 300' VC PVI STA = 12 +25 co CENTERLIN GRADE v C-) rn PVI ELEV = 142.95 > ` ELE1/ DIFF STA ON NG Q a w "' G1= -3.007 LO �p m �" ®� 5 G2 = 5.907 n to m � 1 V ® w "? M + 00 ®® GO 10 +81,82= - 2.807 + r LT MED T +0.50 10 +71.9 TO 12 +02.86 1 54 12 73 LT MED ± + o cq � h' _ LT MED 9.25' ❑ � RT MED � � 9 � +0.42 9.64 rn 10 +71.9 TO 12 +2 N 3 >2 TOP OF kRM A/4 A/4 A/4 2 A/4 m eq ' i L M m 5 +0.62' 12 +73.3 TO 13 +21.27 p,56 SEE SHEE U N nl co a o N + w r ~ RT TC -0.04 11+03.62 TO 14 +00 co PRO ILE: LT MEDIAN �° r LO + 0 +� o SCALE: L °� o N 14- ®`�`� + Ln ° o n o o N' � `� M J L� * TO BE RELOCATED BY OT ERS HORIZ: 1 = 20 @ cn ® ± C6 � C '+ 6 + C6 •v v VERT: 1" = 4' w °- r .- - �' o h® 00-4- =76.81 © FINISHE D LT TC °z M M uj ii 8/4 A/4 ®/4 A/ z a PVI STA v12 +25 o z m FINISHED GRA E u') c3r w PVI ELEV = 143.37 ° o, q t ,,, ABOVE SO o n o m ca o 0 ° c0 5 ? J ws cri ao 00 rn a0 0 0 ii G1= - 3.007 < + d c�i 0 � c® r 0) oa r- + + ¢ V y FINISHED GRADE G2 = 5,777 w M °n 1* P C5 d ca z ° N m cs ® CEN RLINE M N •- 1 ui ® 3.64 cal o-- 0- °� w m $ � ° --t + of z + z ,� r° z LO P , +! c? a r : , EXI T GROUND cn 04 00 ° + r-: - - - o r + v + to ° m n w o d: co N 1,36 LF - � � / 30 "RCP 7 - CL L® - 3 .009® + c® + + to + cc cv <r / 0 4.46w o f s FINISHED T TC ^^ ® r a c� r cn 2 0 3 TOP OF BERM ° RT � r r i GP SEE SHEET 10 _ � � iti w iv o- EXISTING GROUND i w ¢ w © x� 14 2 481 X ® CENTERLINE x cD RT CURB RETUR - - - w ov / w PROFILE: m t1 L ® � 19�% m �� 3m a SCALE: ¢ ® a �' w w 1 �5 ® R P o r� ' e� m v a o HORIZ: 1" = 20' xd m r °� '� HGL r cj cri 137.50 FL 'm !1 � w ao of w�� VERT: 1" = 4' z ��r9 cva-m 0 +� ��\� r 8.25 LF 1 " w� v ow0_n J w c a m a r La a FINISHED RT I �I 1 HG ® f�.� LO C.i ° "�"' v m r MEDIAN TC W) 1350 -D °m o w � <r ^ I 1.577 N N .9 LF 30" RCP r M ui o STORM DRAiN D ATA 1377 o w to Q� � x� N DI LEND R MA K + c: r r 2..93% r^ 1350 -D ° o K) pn 1 1 " 30 RCP a 27 - ,g' �o I 1 84.60 LF 30 RCP ®1.00 ``°' cli C6 ° 3 -- 8.25 18 RCP Y 3 -- 18 RCP ° PRO IL.E� RT E DIAN RT NIED 1 1 1 M �'� PROFILE OU IL GARDENS A PROFILE +7 D LATERAL J 4 10 30 RCP a n `o SCALE: 3 SCALE: 5 4 30 RCP SCALE: us '� w cc co HORIZ: 1" = 20' H RIZ: 1 " = 20' 30 RCP HORIZ: 1 ° - 20' i° w c i1 Sri m L6 ERT: 1" = 4' 6 11 °3 .t w J VERT: 1 = 4' 7 0 30 RCP VERT: 1 " = 4' eo w M °2 5® 1° -- 18 RCP � .g CENTERLINE DATA �� \w I \ \ / 25�- 130 -7� _ 7 � " RADIUS LENGTH REMARK \ \ \ 258 I z / o / Np 0 07 �. = 1 6°0 CENTERLINE 'KTRANSITION C 0o \- m r /' Q M __j w URB HEIGHT w o / ^ 6� aN8 4 A 1 CENTERLINE > a I cn 'NEW BOW o �� Q ! ®�� / 1 13 +50 DWY CENTERLiN \ o \g w r rn a3 ° 258 - 130 -34 0 °� N =o r v F } j a 3 V � ^' ° 2 / - -° 6 13 +50 DWY CENTERL9NE 00 0 13 +50 DWY CENTERLINE \ _ 7 _ / - -- 13 +50 DWY CENTERLINE -10 Y � ` �= n fir) W I- dz J V) J F- Qv F- s �b ^ ^� J � owo COf FEE �� o o - "o r w w o Y� J - �o �'� +o 258- 130 -30 x3 y "�c'a� W m , c) o ��, o Q3 - i - a v ® 8 x 0 z cta ® <v w o 2 `�'� 13 +50 DWY CENTERLIN v o g ¢ ti o w°o y o n 0° zow yL• J + p <v t C ff a cn u Pwa � �¢ 0? �a o m � �v' ®w x o iw 03 1 /`� v 7x1 �® o a 0; cn o N x h w Q Q W_ �� = h° 8 94 0 CURD DATA N Y row o m m a o f w� v F- w ®. + w te a' s oa w +_ z w v w o M �� `� oN 4 p> M � � rn _+ cS z ,_.. � v M c „ a: 2 p o � N0. L RADIUS LENGTH MARK rn\ N co 4 v o E' z o + o r N c., U o + U • ^� /_ c,� c� o cn o Q 2 4°5 40 6 TYPE G CBcG + _- % - a - cv °tc, - - cD _ _ ° ¢� �� ti 4� o c3 cv / / 3 13° 3 1 7 6 TYPE G C &G N � a ¢ _ o� w o / 4 30 °16 3 . 6 TYPE G C�tG o 6 7'17'55 " 4 1 6 TYPE G CB�G 6 TYPE G C &G RB DATA N ®. I dADIIDS LENGTH REMARK 14 \/ \ v x M o cw h Ox ^ 8 179'51 0 0 6. 8 6 TYPE B -2 MED C&G 0 ,'� ^ 2 wo 4 ® 9 19 .0 1' 6' TYPE B -2 MED C &G � 10 °20' 03 0' 6 TYPE B -2 MED C&G 11 2T45'24 1 4 4 6 TYPE B -2 MED C &G ' 2 O / 12 ° 07 470.00 6 MOD ROLLED C&G * Sr ` \` ` R S10 PE 60 �2 / 14 57 ® ° 3 " 0 ° 4 � ' 6 MOD ROLLED C &G * SAWCUT & JOIN\ 6 TYPE B_2 MED C &G / EXIST PVMT ® ® TYPE B 2 MED C &G 17 6 TYP B -2 ma 0 x3 / *SEE ° DETAIL 3 ON SHEET 2. PRO`JIDE 10 TRANSITION LENGTH FROM B -2 C &G TO ROLLED C &G. CONSTRUCTON NOTES 6 23 �� 1 / 1 CONSTRUCT 6" CURB & GUTTER TYPE G PER RSD G -2. CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G -7. ,. ;�,, CONSTRUCT RETAINING WALL PER RSD C -3. ; / b: �� II � .� ;' .� .3 "" - � °" _ - `�' e � � �P 9 CONSTRUCT CURB RAMP TYPE A PER RSD G -27, 16 ,./ / 18 1 REMOVE EXISTING TREE. 0 Z Q _ ,I �X1s LAY ROUND 3 � �/ � / � �- \ ; - � 1 CONSTRUCT DRIVEWAY PER RSD G -14C. !\ / w -> o ' y ' 9 AEA 19 h <<`& g f 1 CONSTRUCT 4' HIGH CHAIN LINK FENCE ON TOP OF WALL PER o m ° APWA STD 621 -1. CHAIN LINK MESH TO BE BLACK VINYL COATED. m a p _ ^::; J Z z w � r on \ \�� 5 > ° 258 - 130 -46 o J w o � 1 " R�� y. CONSTRUCT 6" CURB TYPE B -1 PER RSD G -6. a v o o z 6 or z Z m � \� „' 1 CONSTRUCT 5" AC OVER NATIVE. f „ oz �/ o 13wN 6'. gV) N t' o d c a z �w o0 0 SEE SIGNAL MODIFICATION PLAN c3 w z m / o w >. Jz wx cv W D ®o Q v,4 o Q _ �� INSTALL NEW STREET LIGHT PER RSD E - 1. N FOR DISPOSITION. o n w / p , cow - 00 m rn N N o m z o0 3 c A o ° o m m w� co Q ti v> RELOCATE FIRE HYDRANT PER SDWD P -1 WITH + + °' / : - " r o N J o F d �-� ®a IQwp o ^ o SEE SIGNING & STRIPING PLAN a a 0 N ( > � N U U ° , > J _ J + r o , r, Q4 �, k o� h / RESTRAINING JOINTS AND THRUST BLOCK. �� V FOR DISPOSITION, rl 0 0 ,v o o �. w + o N ~ - cn c U N wW c> 3 0 / �„ REMOVE EXISTING CURB, F- + + Q <,,,: M o z N d: + p rj r, 4 . o ®Q �., - - � `t J\ + a x r ^ o v v �`; ADJUST VALVE CAN TO NEW GRADE PER SDWD SIDS. �® r � x + w F Ln o - � w3rxz a �oN +� w2 / c' wr ° ? _ _ ° Q(/ c\ �cu v ° ct l ADJUST MANHOLE TO NEW GRADE. r_v 0 3 x z z J q/ ^° ° 4 '� REMOVE EXISTING C &G. w w c ? w 3: \ <t r7 0 > w RELOCATE MAILBOX TO SIDEWALK. w >= J o NS ) CAUTION: EX 16" ACP WATER MAIN � o m � m ° z w a � F CONTRACTOR SHALL VERIFY DEPTH INSTALL, LOWER & RELOCATE WATER SERVICE PER SDWD 0 `o a a > Q ROFESS /O RMS 0 6 1 AND PROTECT IN PLACE w o z �®� P C /C` /`�$ STANDARDS INCLUDING CUSTOMER RE- CONNECTION. r Lj RELOCATE REW WATER METER TO SIDEWALK. l (if LA ° O�AIL GARDEN RIVE UTILITY PEDESTAL /VAULT TO BE ABANDONED '� O C, °• v r r - % No. 3 434 z z 3 29577 T f d z o �o CD f / SEE JOINT UTILITY TRENCH NOTE SHOWN ON SHEET 2 o0 SCALE 1 G v _� A. PASCO DA l : " = 20' w Ex .3/31/07 m w g a w I ' RELOCATE PULL BOX BY OTHERS. WAYNE TE 1!t s m Z 0 2 ENLARGED PLAN GRAPHIC S ` CALE c' I / / ~ RELOCATE PER JOINT UTILITY, TRENCH NOTE SHEET 2 0 JS 1L ? P +� v o w sT� CIV \� > 13 DRIVEWAY AT 13 +54 ` j 20 o zo no ER OF WORK FOR REVISION5 0 , _ SEE PAGES 3,4,5 13• o��L i N 6- ENGINE � �� OpL\F � \ x ,._ 20 , RELOCATE PRIVATE SIGN BEHIND R/W PER ENGINEER'S DIRECTION. ° REVISIC>NS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: �E � ®� ' CHECKED APPROVALS ENGINEERING DEPARTMENT DRAWING NO. 0 NEW S EET -4 (2316 - 3 DESCRIPTION:2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED S APPROVED BY IMPROVEMENT PLANS FOR I _c DOWN 1 BELOW AC SURFACE G . U HORIZONTAL 1 -20 LOCATION: CENTERLINE OF ENCINITAS BLVD. !� // //� ( QML RD' R It C L,O�nvEE SI oRN1 DRAIN / a RECORDED FROM: m p959 -09 D Fax: (a)�59 -aas V G � / z / c, /� t,1 n .64 STATION R0458 21 +90 EC VERTICAL: 1 " =4' 99590 W. B ®� �,® 9@D � � �-�� ® ' 3 -DEL CO UNTY BENCH LEVELS ( KEITH GILLFlLLAId DATE ' A5� /� III �n D' ®. A 92927 3 ELEVATION: 146.29 FEET DATUM: NAD 29 en�9tx.bhiinc.com RCE NO. 30434 EXP. 03/31/04 SHEET 03AOF 34 / 200' VC PVI STA = 15 +25 CURB GRADES PVI ELEV = 166.66 > UNLESS SHOWN IN PROFILE, CURB GRADES SHALL BE CENTERLINE G1 = 5.90% w G2 = 3.91 000 N ;° Q GRADE PLUS THE ELEVATION DIFFERENCE SHOWN BELOW o 'd: +4 CURB ELEV DIF STATION RANGE m 0 W LT TC -0.04' 16 +25 TO 17 +00 + Lo W RT TC -0.04' 14 +00 TO 17 +00 M O TT + 1: i Lo Co to to fA N VJ O:O u.� o C, W + 00 Lf7. �. t. Lo - to W co ' n ^ .,• °, �41 In ON N� ° LT LT m to t +^ W , co 200' VC ` v P STA = 15 +25 Zµ. N u,_ PVI ELEV = 160.70 0 0 / / — — g 1 % J x rri G1 =5.77% ,n + 0 ".. � ro G2 =3.91% r-- u) N •- V REMOVE UPPER PORTION OF '� + 0 � ^ m �, BOX TO 1.5' BELOW PROPOSED GRADE � / Q OR BOTTOM OF STRUCTURAL SECTION. N N r + p FI 1SHED GRADE a `D FILL REMAINING PORTION CENTERLINE 0) $ EXISTING WITH CLEAN SAND. MATERIAL + I GROUND SHALL BE FREE FROM O It OR FINISHED DEBRIS. CL O m g in C4 Lf) T CL SURFACE r ru N .. / 12 W o c; 1 3 L -D w _ J '� ad„ o 0 CON iT � '` N � a w W r' ' = HG1' w mo ® CENTERLINE a (f� EXISTING GRO ND DRILL DRAIN HOLES IN BASE L ° GV (MIN 1" DIA., MI 4 EACH) FILL EXISTING PIPE PENETRATIONS W 150 z y . WITH CONCRETE CL .I . J ^ C L n w C g1.10 1F ,. Lo 4 STORM DRAIN ABANDONMENT NTS Q ` Q CENTERLINE DATA Q u PROFILE OVAIL GARDENS DRIVE E N0. RADIUS LENGTH IRE MARK + SCALE: ^.a , 719 ,0 HORIZ: 1 20' _ 1 C ui " = VERT: 1" = 4 -;E.E M�11 1 5 G ❑ CURB DATA 17 6 1 4 B EGIN BROW DITCH N RADIO L GTH 6 TYPE G C &G 1 JOIN :EXIST 6 TYPE G C &G RETAINING WALL 2A, 2B AND 2C SHALL HAVE SPLIT FACE 3 6 TYPE G C &G — �, — — — — — --� N FINISH. COLOR SHALL MATCH EXISTING RETAINING WALL 4 - -- 6 TYPE G C &G AT STA 18±37 TO STA 19±25 - ;7 258 - 130 -54 ENLARGED PLAN ,1 ° 1 %„ i -� "� '` \ DRIVEWAY AT 15 +24.90 "''1� m 0 CD STORM DRAIN DATA — i D] w = N8 . RADIUO 97 GTH 30 RCP $Q - - - - - 0 0 -j x a - -�N -1 I- ,11 `�� a g 30 RCP C3 ° z m x w w 0 � w �J I 15 +51.50 033.50' LT -- - \�q° `t Z '' F M w � � 0 z (4 (f) - - 15' BEGIN RET WALL NO.2B 11 ° co-" ti 3 `,d..N. Q U J - 175 - w o -o- � �H p Z J ^'— N 0] ^ X Ln i -,,1ID � M � m RiW CONSTRUCTION NOTES m rn w w m 3 ¢ ° m ' 170- -` -- -' 00 w y 3 s d + \ o ^ Z. v EXIST GROUND 3 CONSTRUC 4" THICK PCC SIDEWALK PER RSD G -7. - 170- - M J J o a o REMOVE EXIST CONC DITCH o + v w o o N 12" - f 0 ° ® 215 LF ' oc GO m N o MIN 5 CONSTRUCT RETAINING WALL PER RSD C -2. A 2i1 SLOPE o o rc w � I I ( ) r c� � 'o J 00 W 065 --- w ° a b v / ro ¢ — — _ WITH SPLIT FACE FINISH. + o <t 6 I GRADED SWALE 7 TYP co z ° /1 ,\ r < 1 o MIN 3-1 I L 65 - - =- i z � - ' AT 14' MIN - �" \ ` w o I \\ p ` 6 CONSTRUCT RETAINING WALL PER RSD C -3. _ R/W - 2:1 SLOP - - �` o z U J 7 CONSTRUCT BROW DITCH TYPE B PER RSD D -75. 7 - _1% MIN\ - �, �/ CIO / 1 CONSTRUCT RETAINING WALL PER DETAIL SHEET 16 1 \ 7 j WITH SPLIT FACE FINISH. C7 1 5 to I �4 CONSTRUCT 4' HIGH CHAIN LINK FENCE ON TOP OF WALL. PER APWA STD 621.1. CHAIN LINK MESH TO BE BLACK VINYL. COATED. - ® \ �� 14' EXIST CONC DITCH ADJUST MANHOLE TO NEW GRADE. I� - - -_ -- -�' - - -__ R'TW _ TO BE REMOVED uj a _ - - - A '�r O 11.5' UTILITY PEDESTAL VAULT TO BE ABANDONED Il - - -$ '" -- _ - -❑2 ° g �- 10' SEE JOINT UTILITY TRENCH NOTE SHOWN ON SHEET 2. '¢ - -- G C c` - -_ \ RELOCATE PER JOINT UTILITY TRENCH NOTE SHEET 2. _M 5.5' SEE SIGNING & STRIPING PLAN FOR DISPOSITION. Lu <8> CAUTION: EX 16" ACP WATER MAIN CONTRACTOR SHALL VERIFY co CONSTRUCT AND PROTECT IN PLACE. / - fi' � / / f> �� % �'�/ �' �.1�'�`- `- / ''` % � - = 1-- CONSTRUCT GRADED 3 J MAX I / , / / % / i i ,' / / / Ly - `7 SWALE. 3 MAX DEPTH "A � RETAINING Z � WALL s e 1 / '.I I <. 4/ / i / 1 I / fU J SIDEWALK T T . R W - - C &G FINISHED ET O � _ - �. � � _„� / � /, /� z / i STRE GRADE � (J / S�{ED �x - - -- -- .. wH1T - OT� - - _ -_�H _ % m o 36 CATV Q 0s it o o 3 N O 2 i l - o / i °z z a z w �- i ¢ 00 Z o m - a N Z� W v) z zS SECTION A —A s ,r o N w z o z NOT TO SCALE ., L m mo 04 z m w m Q �pFESS /[�,- o w z L z� M a, 258- 130 -32 m w � Lo m o. 43 a GRAPHIC SCALE CIv �Q 20 0 20 40 9>F.� CAS -�F c PLAN: QUAIL GARDENS DRIVE ' " ° SCALE: 1 " = 20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC B PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROV BY IMPROVEMENT PLANS FOR DOWN 1 BELOW AC SURFACE „_ O O 3 $ •.— S LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL: -20 r -.- ' /� � � / ' .. A/ �.. -- � � � � QUAIL GARDENS DRIVE STATION R0458 21 +90 EC VERTICAL: 1 " =4' f`� r �� A � �' ® RECORDED FROM: COUNTY BENCH LEVELS 1� 1(asej i ' FAX. � 856)451- 2846 KEITH GILLFILLAN DATE i • / I�! STA 1400 TO 1702 SHEET 04 OF 33 r . - I AA IM crrr MAT NAr) 90 www hhimr rnm RCE NO. 30434 EXP. 03/31/04 200' VC CURB GRADES PVI STA = 15 +25 v UNLESS SHOWN IN PROFILE, CURB GRADES SHALL BE CENTERLINE PVI ELEV = 166.66 Ld 1.0 GRADE PLUS THE ELEVATION DIFFERENCE SHOWN BELOW U) G1 = 5.90% m G2 = 3.91 0 co N LO o CURB FIFV D I FF STATION RAN m 0) + o GE ^ LT TC -0.04 ' 16 +25 TO 17 +00 CI D h a co co o + W RT TIC -0.04' 14 +00 TO 17 +00 u) M + .= LO Co Lc) Cal N--: + 0 0 n. 0) �. 0 � ^ D ca h LO co ID -w LO h N tn I I LT O N 1 1 V LT m + o FI 1SHED LT w CID CID W ci L� ^, o 0 M DIAN TC q 200' VC �T----- - - - - -- J m + a N �? P STA = 15 +25 0 0 i LID q + o PM ELEV = 160.70 0 co 3 A G1 _ N 'o N ` G1- 5.77% u7 d• to � i = REMOVE UPPER PORTION OF � 00 4 i }gy, G2 =3.91 % h N % U BOX TO 1.5' BELOW PROPOSED GRADE _ + m / OR BOTTOM OF STRUCTURAL SECTION. m�1 �) c C o D LI N e P vc c:"` n h �, - a FILL REMAINING PORTION A 'C04 1 1SHED GRADE 00 AEU R MAIM 3- b 7 ° � EXISTING WITH CLEAN SAND. MATERIAL i CENTERLINE ..^ �% J GROUND SHALL BE FREE FROM I ° + 1 C' OR FINISHED DEBRIS. SURFACE .41 LO 0 LO I =il CL DOWN 1 BELO AC SURFACE CL ( s 1 i PLUG END � ' Ill �p o }T R Eb L CO % ' � � ND � ,,.- A3y , /� r �„ G - t) DRILL DRAIN HOLES IN BASE s (� i -� y oA ° �,- : (MIN 1" DIA., MIN 4 EACH) CENTERLINE N 2 E XISTING FILL P IPE PENETRATIONS WITH CONCRETE - _..- D d tall J CL _- 130 k it ST _� �= — � - - -P -- /�� 1 ORM DRAIN ABAN n ,n �, „ c L 4 NTS ��> >na� /5�- _ �_.....•. ly 7 �.- RUNE DATA car;, Ex.�.33 a pv.c. e _ _ r r5� �Q.1. �1; �� a {�o ✓ i� ��Rr�c 0 CENTS PF1�tiiER - •�� r "J�' g�' r'iTy -yc N0. RADIUS LENGTH R MARK D ,� PROFI E QUAIL GARDENS RIVE .,.9b% �/a Q w CD°✓u A/ 7" O F�7(' - 1 7 1 CENTE , PRO FIL E; 1 t8_467,5D LATERAL + SCALE: >, e;� ��,.�. ` 2 - -- �- .. M = ? -0 ho rtZ a "=4 glG.t '�. � CURB D HORIZ: 1 = 2D' SC,4j_E: 1 3 DATA So'dl. /� / �i1 PL C_ �` as O .�JIa1T` O /(AJirfV �j ' Dc /�FCCR /M Zs /U N. RA IUS LENGTH R MARK f1(? 1 7\ sJFI7'G rC �SS; Aw�'q • 1 1' 4 15 16 6 TYPE G C &G 14 �� 4 � s: / '= 2��r E� ? 2 - -- 3' 6 TYPE G C & � / = sa f ? JOIN _EXIST 4" (I \ RETAINING WALL 2A, 2B AND 2C SHALL HAVE SPLIT FACE 3 171 '4 0 ' 1 — B TYPE G C &G B EGIN BROW DITCH _ m m r \, AT FIN STA 18±37 TOASTAM19±25 E XISTING RETAINING WALL 4 6 TYPE G C &G wl , m / _ _ �� r 258 - 130 -54 ENLARGED PLAN 1 w \ Q STORM DRAIN DATA us• �, h J t L 3" i `n / \ 1% MIN w = �- niC1!!'> V" m DRIVEWAY AT 15 +24.90 v�� m v) c? 13 h tLrcim .1m / o i m �w i �l000 8 RADIUS LENGTH �j j 1- o m °, g 1 _- 7 30 RCP w7,nn J� a,u�7 4 \ o N �$Q --- - - - - - i- w ) - no N °con g 30 RCP n+,�� tP�'� w / \ o o w J zt �r 1 w 7 15 +51.5033.50' LT B "� a..� z�et / oo z m w= z N v �� - BEGIN RET WALL N0.26 p3 ac - M o F c� n - m - _ �� 1 1 o w n J7' L' Q eb ' R/W 175— __ a� �pa \ Lo � z CONSTRUCTION NOTES 3 E - o - I n J I �� °O w uT REMOVE EXIST CONIC DITC n � ? � - °3 o x w >. rn La m _� �\ o m w + z \ (215 LF) ° w�� c 12" EXIST GROUND CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G- . `- z -170- 0- _ w w ri w o �. Q� m , - GRADED SWALE MIN w mo r z ° — 5 CONSTRUCT RETAINING WALL PER RSD C -2. �� _ �= rn J o o yj w� ° r m \ AT 14' MIN 7 + 6 ¢ — — WITH SPLIT FACE FINISH. A 2:1 SLOPE w w r ao u1 _ I_ `° m 7 0 -n of "/ + ° z ,' w a 6 1 5 1 5 ` _ o w ��\ o 6 CONSTRUCT RETAINING WALL PER RSD C -3. 4 \ n 1 MIN 3 < + 7 '` - - SL 7 CONSTRUCT BROW DITCH TYPE B PER RSD D -75. 1 _ �- 21 OPE 5 z J \ K/w m - - _ _ _ _ _ _ LL PER DETAIL SHEET 16 r , \ / \ WITH SPLIT CONSTRUCT ACE I FINISH. A �...., -.; .... , x. . 5F,' -,t-R vi l ., :' , -.'. y _ i _ - - \ 7 \ �I CONSTRUCT 4' HIGH CHAIN LINK FENCE ON TOP OF WALL 7p 1 _ _ 14 _ 1 l _ a o o O PER APWA STD 621.1. CHAIN LINK MESH TO BE BLACK VINYL COATED. cl) ® 0 A 8 I 14 EXIST CONC DITCH ADJUST MANHOLE TO NEW GRADE. - Q - - - - -- ? "- i5: "� " tir'' _ `-- = F 1 1.5' - TO BE REMOVED PEDESTAL VAULT TO BE ABANDONED 6 SEE JOINT UTILITY TRENCH NOTE SHOWN ON SHEET 2 RELOCATE PER JOINT UTILIT RENCH NOTE SHEET 2. 9 c G r. ,. TY• r > y v \\/ � _ 5.5 � SEE SIGNING & STRIPING PLAN FOR DISPOSITION. = c / CAUTION: EX 16" ACP WATER MAIN CONTRACTOR SHALL VERIFY DEPTH AND PROTECT IN PLACE. 2 - r N 4 ui / 3 „ :' ' CONSTRUCT GRADED L I / /, - - 4� REMOVE EXIST STORM DRAIN INLET AND PIPE. - - - 1 SWALE, 3 " MAX . DEPTH MAX PRO FILE 15'•±26 J 0 SEVER M1 - 9 RETAINING - . 4. W S EV 66 4 81�CON CONSTRUCT SIDEWALK INLET PER RSD D S IDEWALK 44 >? STA 1 6g49�.lys S4 { chI�ETPl. 1 PLLx(, 2 Lu WALL A 5 Z �•� C &G a � � ;:. ._ � '--. — — •�,_ •' .. -. - *` AT .owe^'. L. -I�'� s =tA.e'/ " /W - °/ I FINISHED STREET GRADE,e � � ;e+ t - ` 4 2 `r� A 9 � ea V - - __ - - -- - Q -- - - - QH- - - - - - - i i m ° a _ 36 CAN - - A"i ftbW, L--31� sx2• Q 0 P •�— _ � r.� Rs�AL,L SE\'d/ET� MANHOLE PER m 3 Cq�. �t r n_ � �� p oc o aW �L, � ; / z o 5-2- 1ztM° l(cC.t. ? _ INV; {.CS 0 LLJ /tlO� /� r�eF�Y O h� � o o �- I/ALI/E MUST �3E o , o z a z w t 7✓ }: ' me , ALL s:G .0 + Z 0o m q� �" \ �j , " SECTION A —A %' o t m +i a 00 z o a N }x aU o Q c5 0 \ rrs c4 ¢ `� z J `' ` o A z NOT TO SCALE r) N0. 29577 ��iTr4r1/2?f72DS f r� \�� ' ® ate c� w d z pFESS1 0 �T1 �� r' - �' J1 - N �- N a e� a Df J o G1l N W F�1 r�YTAlc4 'LLB ) �1 *+ Z r O Exp. 3/31/07 a vC N ,� r r o° u`� QR o ;P• F�CI� /��t� d....� v to N „ z M o Q Q <<�� F° CFU11 Q in - 130 -32 n oC 1 w i z 3 + a,„ `� W O 2 cn -'` m LO m + 0 �, o ti �J LINE OF SIGHT DATA / �; Y No. 30434 z m OF \ am u u'`3 of ? NO DELTA /BEARING RAD Exp. 03/31/04 � � Q U 0 . IUS LENGTH REMARK � � � l ®� JUy� a Q O UF, 1 N 23'45'12" E - -- 175.27 UNE OF SIGHT .1j Civ�e ul i � o U % /� GRAPHIC SCALE \5 i �� /� zo 0 20 40 OF CPy \F o 2 V xs»l WAY A. PPStO DATE 4i ENGINEER OF WORK FOR REVlS►ON5 � PLAN: OUAIL GARDENS DRIVE //6 .5115o5 7— SEE PAfaE 5 3, 4 5 $ 13. ;° N SCALE: 1 " = 20' ^� SCALE PLANS PREPARED BY: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK DIED BY DRAWN BY CHECKED BY APPROVALS c e 9 0F ENCINiTAB ENGINEERING DEPARTMENT DRAWING NO. o DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED IMPROVEMENT PLANS FOR e BY: _ ®� o I °g�` ' W 'J �(!� HORIZONTAL- 1 "= 20 ' QUAIL GARDENS ®RIVE HORIZONTAL- ' 0�3, � y 6. 1a LOCATION: CENTERLINE OF ENCINITAS BLVD. 1 1 141E 5TC3RIe� DRAIN STATION R0458 21 +90 EC VERTICAL: 1° = 11590 W. Boma o Ct Suite 100 d X ' STA 14 +00 TO 17 +02 SHEET O4A F 341- A,r'C �' =' 4° �� 1T�� COUNTY BENCH LEVELS San Dego C1 92127 KEITH GILLFILLAN DATE 41 ® r3 t�aT A1_ a. ( RECORDED FROM: m (&58)451 -61 FAX. (B5BN51 -2846 RICE NO. 30434 EXP. 03/31/04 .a NAD 29 r11�4V.L.f3r/ . rt;�TA1LS 1D•3a ELEVATION: 146.29 FEET DATUM: www.bhimc.com A S- f-2 > i// T i mlR J A_ it L t . rl CURB GRADES UNLESS SH WN IN PROFILE SHALL BE THE FOLLOWING PLUS CENTERLINE GRADE. O .CURB ELEV DIFF A I N FINISHED LT TC t0 M N PORTION OF 450' VC LT TIC -0.04' 17 +00 TO 18 +50 M><-(C)7 PVI STA = 21 +50 W z RT TC -0.04' 17 +00 T 20 +42.88 +zo PVI ELEV = 193.67 W to 0o to o � G1= 6.35% LO ^ to a ' o ` G2= 2.11 % o v \ z con O+M N /, W,j U \ LLJ— �A: ��, W' G �� NDo / Z2� U Vd �' w d uj cn� CL \a^ LT LT ° � 1 Of w ^ J C) •- N °',� m W a m FINISHED GRADE A 0VE o m + o ; / Z 3 0 ° ,':� STORM DRAIN + I- to ^ 1 F �� U W w 't N U 200' VC 0) ^ X z Of ¢ ,n F"" ;,• PM STA = 18 +0 ,O to / m N m N WVI = ^ �" �`" FLOWLINE EXI G1 = 3,91% + to ~ FINISHED GRADE ABOVE cu w ELEV 171.4 - Q1 - 6.35% RCP 7 14 Q CONCRETE DI H 0 „ o m to ^ / a ST OR DRAIN 8.75 18 z 17 62 %° co a 00 n 8.25 LF 18" FINISHED GRAD � o m 01 ^ ^ to RCP ® 8.08% w o W ® CENTERLINE O U M � cc 175 00 ev, CL p Utz F 1 M I* w + mo i + 10.36 LF 18' 4 _ 15 W t m Z M o U ^^ ® RCP ® 8.33% ao �- " a�Fw mco �� m E ISTING GROUND CV z 32.25 LF 18 Z 00 '� N to x o n too ".,. ® CENTERLINE 16 8.25 L 18 "�,� RCP ®2.00% -_ n + w o l2 RCP 0 8 33% x o v m N� ,�' ,_ ,fi W U� J . Z a N J c . I J s U Li W V, N. W w L� e _ W ` W(j LO O WZX M O M co Z N U Of U-0 r- �w - r UO^ 00 0 WWIL t0 c J O J C o — 0";n ° ttt) _ HG J 1. w 1. 1 Fu O m J r UM UO UM Otto w X Xt�OX X co a / M c o � � '*. .a. pi pj "� CV � t0 a CV M.- W wr-w W r CL h �' 00 (6 to m� M m 00 m T 00 10 N 30" 1350 - D ~ 4, ® RCP �gU p J J J '� " ILI- CL M M PROFILE QUAIL GARDENS RIVE A PR FILES 17-F30 SD TERAL B PROFIL 18 +10 SD LATERA to 0: 00 00 6 �� C-1 t4 _ cV 5 SCALE: 5 SCALE: w Co to w to aoto SCALE: HORIZ: 1" = 20' HORI: 1 HORIZ: 1" = 20' ^ Z" 20 VERT: 1" = 4' VE Z: 1 = 4 VERT: 1" = 4 cc WE �A 17 18 / 19 20 , , 1. CONTRACTOR TO INSTALL ±345 LF OF CLEAR O CENTERLINE DATA R PLEXIGLAS N0. RADIUS LENGTH REMARK w ° / SOUNDWALL OR EQUAL STRUCTURAL INTEGRITY. PLEXIGLAS 1 4• 1 . 4' CENTERLINE 25 -" TO BE ATTACHED TO EXISTING METAL RAIL FENCE ON TOP 2 - -- CENTERLINE z w / m ¢ 258,420=,` 0 ° °v,a 4 xw 258- 420 -04 258 - 420 -27 OF EXISTING BLOCK WALL. TOP OF PLEXIGLAS TO BE I ; = m a Sew z / RETAINING WALL 2A, 12B AND 2C SHALL HAVE IT FACE SET A MINIMUM 5' ABOVE EXISTING GROUND OR TO 1:1 CURB DATA 2 ozpti g x FINISH. COLOR SHALL (HATCH EXISTING RETAI G WALL TOP OF METAL RAIL FENCE, WHICHEVER IS HIGHER. NO. RADIUS LEN TH REMARK AT STA, 17 +25 TO STA 20 +00 i 1 N 2 • -- 2.00' 6 TYPE G C &G Q CO LO / ° z ® SEE DETAIL C SHEET 5. 2 1' 478.00' 169 s' 6 TYPE G Cl ®2 �' / ?/ o .6 PLEXIGLAS TO CONTAIN ULTRAVIOLET TREATMENT 3 -- oo' s TYPE G C &G ? > > / Q " r AND WARRANTY AGAINST YELLOWING. 4 4• -- ' 34' 6 TYPE G C &G o f ti r- O N (> w �; o r Iry Z3 N O �- z h- fl r- o 6 TYPE G C &G co -� w N w 2• CONTRACTOR TO PERFORM STRUCTURAL CALCULATIONS TO J a � , ' t o cn ;„ 00 n Z h 4 a 11 z t F- to J r J w W w b in io Z M v xo ENSURE EXISTING BLOCK WALL AND FOUNDATION SATISFY N `° N x J N J a w wm w N CURRENT BUILDING CODES FOR WIND LOADS AFTER O STORM DRAIN DATA N _ rq� x, N a ,O Y m o r �- xx x N0. K RADIUS LENGTH REMAR ® ® ® ¢w 3 N o UJ + -- tu'v Q '� o o a i d` wF R3 W t W N z �a ' _, . o W ; INSTALLATION OF PLEXIGLAS. ;0 5• s ' " 489 10 30 RCP °• m t� t `" o o m/� C ,/¢ c�� - -(o m 7 o X ® N + ° m,, 3 �'\ 3. CONTRACTOR TO SUBMIT ATTACHMENT DETA ILS/SHOP t2 67.17'44" W -- ' 18 RCP ^_ tri°� ^ �v o' w a ±w a0w o + zO x �` x x n R W _ INSTALLATkO 74. 30 RCP �wN +a "' o w +� + +o o z Uw \ 1 DRAWINGS A ND STRUCTURAL CALCULATIONS OF SOUNDWALL 13 4 4 + O .� I� h W .— U °° 00 �" to of U + O U O O Z .. — N TO ENGINEER FOR APPROVAL 30 DAYS PRIOR 14 7 - 2 / 4s -- 5' to RCP -- ' 18 RCP N I / I x �' — ; - - Z TO CONSTRUCTION. 1s 7 s• ' -- 1 to RCP / 0 17 -- CJ) 16 R 5 / / - - P 4• CONTRACTOR TO 'REPLACE IN KIND ANY PRIVATE 19 RGP _ - -�� PROPERTY LANDSCAI�E, IRRIGATION, WALL AND FENCING A RESUL N DISTURBED AS T' - °OF CONSTRU NOTES M o . ..,¢ SOUND WALL CONSTRU Tv �� . - . A � THICK PCC SIDEWALK PER RSD G 7 INSTALL l 3 CONSTRUCT 4" THI ® N \\ R =3' + 5 CONSTRUCT RETAINING WALL PER RSD C -2 WITH SPLIT FACE FINISH. L 24 m 6 CONSTRUCT RETAINING WALL PER RSD C -3. REMOVE EXISTING TREE. INSTALL NEW STREET LIGHT PER RSD E -1. q N� INSTALL 6' CHAIN LINK FENCE PER RSD M -6. qp Q -�' + TOP OF PLEXIGLAS = ' 1/2" CLEAR ADJUST VALVE CAN TO NEW GRADE PER SDWD STDS. N TOP OF METAL FENCE PLEXIGLAS UNLESS MIN HEIGHT IS ATTACHED TO ADJUST NOT SATISFIED, ANHOLE TO NEW GRADE. A " r Off -- - , THEN H U CAN �- x x LEAR PLEXI- M N HEIGHT CONTROLS EX E SIDE OF RELOCATE MAILBOX TO SIDEWALK. IS ING METAL T w CATV x� - �' �o / " C TOP OF PLEXIGLAS RAIL FENCE GA ATEW T a Sf)EfttK. Ne)TC z4 sE4�3'�.� 4 x GLAS SOUNDWALL 2 R/W n EXISTING METAL RELOCATE REW WATER METER TO SIDEWALK. R /yy x ' - _ - \ N x ` 3 RAIL FENCE A w^ RELOCATE PER JOINT UTILITY, TRENCH NOTE SHEET 2. ,to J oMO X x 3 - - - U 3 ` I .� 3 Z occ) z 00 CAUTION: EX 16" ACP WATER MAIN CONTRACTOR SHALL VERIFY DEPTH ° 3 ruo ^ z�x I o DEMOLISH F - M a I 1 +� EXISTING BLOCK �� AND `1?f OTECT IN PLACE. M Q d >.: w °.J.rz .. 2 N� Z J K �.. W O inOt_n t00tn a) tv Q v 4o J w EXIST BLDG I pfESS 3 N 3 z w r- Y o r WALL to z �� w co o; to °° w '� ®? cn X + < U i� z a' `° Y R N > v R cry U ti tr�3 ' w ° v�,ii,�! �i. '' v i °a, j _' o i w ao rn 'Z" ti�O�P G ( !r < o °� 47 V W ti Q'Q� O X p d w m x N Q w J .r t� I .. Lu wN i rk ®' ' o^ I EXISTING A - 4 v "` 0 - Y No 30434 Z o o ^ m3 tu a2 =o N 3 N °. a „� z \ o w� GROUND /� -/� o z U gtiJ zy a w J m + :0 W w N w GRAPHIC SCALE z z Q3a of 258 - 130 -73 z v CIV ozz) ot` C) °' I opz m ' 20 0 20 40 �qlf OF \ o ±2Z� Q N w I 3Q� nx ------ - = - - -- — ,— — � SOUNDWALL DETAIL � ° =20' PLAN: QUAIL GARDENS DRIVE N RED PLAN DRIVEWAYS AT 3 5 NOT TO SCALE cill SCALE: 1" = 20' 19 +46, 20 +32, AND 21 +12 13 c REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: Dry® BY DRAWN BY CHECKED By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY, IMPROVEMENT PLANS FOR DOWN 1 BELOW AC SURFACE 0 S RLINE OF ENCINITAS BLVD. HORIZONTAL: =20 m ,� 1 �.� T_ ..` e - QUAIL GARDENS DRNE r LOCATION: CENTE , STATION R0458 21+90 EC VERTICAL: 1 " = 11590 W. Born" o CL Suits too / / p RECORDED FROM: COUNTY BENCH LEVELS san G aZtz2 KEITH GILLFILLAN DATE Z• j i rl Z f'° °� STA 17 +02 TO ZO"F42.88 to [asee)tst_e FAX- (8W)45t -2a4a SHEEP 05 OF 33 ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RCE NO. 30434 EXP. 03/31/04 CURB G��ES UNLESS SHOWN IN PROFILE SHALL BE THE FOLLOWING PLUS CENTERLINE GRADE ® CURB ELEV MIF STATION RA NG FINISHED LT TC M� PORTION OF 450' VC LT TC -0.04 17 +00 TO 18 +50 �w� PVI STA = 21 +50 z RT TC -0.04 17 +00 T 20 +42.88 n PVI ELEV = 193.67 I,�.I c ul a w r G1= 6.35% us � co ~ m G2= 2.11% m ° o n < o w ® ( ® j$ ® v u- c \ ° z Wh 1 0 000 00 Nr• / W WO c -jw. Q + [ c L0 c-j LT LT �� 0)m 1 CL o �Q� W m �00 J ® ¢- ® N °l ¢' J FINISHED GRADE A OVE + / z \ I- o Q ,°°; STORM DRAIN rn� O w a v- _j� j04 o ® 200' VC m z w ¢ r LO ru ,� co m PVI ELEV = 179.4 tog`" /FLOWLINE EXIT � PVI STA 18 +0 M o w G1 = 3.91% m 00 CONCRETE DITCH o FIN RAINDE ABOVE 8.75 - 18" RCP 7.62% O G2 = 6.35% ® 0.00 �'- ¢ 17 14 c Y U a ~ ^ 8.25 LF 18" D FINISHED GRADE J us oa m n RCP ®8.08% D ® CENTERLINE ®v "' `� °' 175 a , o + o + N am n J� m I ^ A CL ,�� h 1 cs " ¢® / 16.65LFti18 15 m r- �� ? w c ^ r RCP ®8.33% co z 32.25 LF 18" E ISTING GROUND 1� 8.25 M 18" a-0 1 RCP ®2.00% ,un' L + � ® n m 0 CENTERLINE ri /2 RCP O 8.33% O V) + co w 1� t0 h (O J J mr r r r N 0 !- W L a 7- Ia u- L Z.gtq eh -0 E.W OR atD �. BAD m. () 0 co w w 0 0 t0 N d 0:u-0 r r 3 w 0 O li L� 0 Ne, d' > M J J J J act CA Y a • (-' HGl J a m W l� to _..- rV OM N �. �� M00 M� W W�W to cc I. s 'co c�sc c 'ao c� o co ° o i 1350 -D - M� � w r� 40 3 N J. 2a • ®q 4e9� r co �Cp 3 o ®� A PR FIL a 17 +30 SD TERAL B PROFILE: 18+10 SD LATERA rb M P ®FILE IL RDEIVS R Go to CD �aq .- a � N a ccj 5 SCALE: J cn m o co x to 00 o SCALE: 5 SCALE: w r w r l HORIZ: 1" = 20' cs HORIZ: 1" = 20 VERT: 1" = 4' HORI T: 1' = : 1 ° = 4 ' VERT 4 VERT: 1" = 4' 7 - 18 19 20 Q CENTERLINE DATA / o ', r� ti . TOR TO INSTALL ±345 LF OF CLEAR PLEXIGLAS I / / \ 1 CONTRACTOR N0. DELTA B RING I RADIUS I LENGTH IREMARK SOUND WALL /GARDEN WALL OR EQUAL STRUCTURAL 1 0" 0 1 CENTERLINE CENTERLINE z o 3 // m ¢ \ 258,420 -25 258- 420 -04 258 - 420 -27 INTEGRITY. SEE GARDEN WALL DETAIL ON SHEET 34 2 - -- w p�� / PLEXIGLAS TO CONTAIN ULTRAVIOLET TREATMENT AND g'�� a RETAINING WALL 2A, 12B AND 2C SHALL HAVE IT FACE WARRANTY AGAINST YELLOWING. TOP OF PLEXIGLAS TO L1 CURB DATA o p2p m // N . FINISH. COLOR SHALL ATCH EXISTING REIN G WALL BE SET A MINIMUM 5' ABOVE EXISTING GROUND OR TO N0. RADIUS LENGTH REMARK w AT STA 17 +25 TO STA 20 +00 C? g ✓ -- 1 N 0 6 TYPE G C &G I z 1 e m U- / / °/ z J TOP OF METAL RAIL FENCE, WHICHEVER IS HIGHER. 2 2 0`2 1' , s 478 69. s TYPE G C &G g ? Z ? o^ 3 25 °5 3 -- ' 6 TYPE G C&G a V F-. / F- z a v 2. CONTRACTOR TO SUBMIT ATTACHMENT DETAILS /SHOP 4 4 °44" ®" 5 s TYPE G C &G t J� o = w N J 00 0 �� I Q w N o o d N N Ob w u N W a \ v> DRAWINGS OF SOUND WALL /GARDEN WALL INSTALLATION TO 5 ° -- 6 TYPE G C &G 2 a s n a �r - J J ~ J~ X R DRAIN DATA o° Q �v�j m c ° I J ~ If -j c" - o J z Q o f , t \ W ENGINEER FOR APPROVAL 30 DAYS PRIOR TO N (o z z oo o z d w wm CONSTRUCTION. O ST '{- A W J O e1 . F- XJ F-- H O w- W I try W sC -_j Z a (00:0:1 W N_ 1 X a N N Q Y nj (.7 a J F II 1� 1- J /- —p y o - F- -- _. v 41 w x a o ®^ �ww a3 W �� ® N ® N N p �a ( a 3. CONTRACTOR TO REPLACE "1N KIND" ANY PRIVATE PROPERLY N0. RADIUS LENGTH REMARK d. �, +� +° I - � L M 0- �/ , LANDSCAPE IRRIGATION GARDEN WALL AND FENCING 1® ° -- 30 RCP + to ® O W w o` UJ F ¢ F- a? O w - O 21 p a ° J o ° w v w. _ ° m �,ei w w ca ° w w M w i �3 \ 19 48 30 RCP ® g - �, o M �, + (D° °' a DISTURBED AS A RESULT OF SOUND WALL /GARDEN WALL t2 t t6 RCP ENO +a ^' o ''r +n +� o +° m r +nz a0 -wo -- \ 0 13 -, 30 RCP +o1-- ^ h w 5' C 0D 00 " z-o INSTALLATION. 14 7 ° 4s -- t6 RCP ^tea R o y uj o w aoz ww' 5 / / / I w _ — _ n R W_ _ 17 0 4 °° 0 6 15 5ZT2115"E 18 RCP - 98 RCP n - 18 RCP ki CONSTRUCTION NOTES 3 CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G -7. W ®�, / s, � � 24 ` _ � LINE ®F SIG DATA 5 CONSTRUCT RETAINING WALL PER RSD C-2 WITH SPLIT FACE FINISH. " ° ® 6 CONSTRUCT RETAINING WALL PER RSD C -3. I " ��"" �� ° • • NO. DELTA BEARING RADIUS MARK LENGTH RE / 1 REMOVE EXISTING TREE. LINE OF SIGHT 1 INSTALL NEW STREET LIGHT PER RSD E -1. - INSTALL 6' CHAIN LINK FENCE PER RSD M -6. OH 5 ADJUST VALVE CAN TO NEW GRADE PER SDWD STDS. w. 'e ADJUST MANHOLE TO NEW z _ RELOCAT A CAN _ c INSINSTAL, STA, LOWER & RELOCATE SERVICE PER SDWD STANDARDS INCLUDING CUSTOMER RE-CONNECTIONS. RELOCATE REW WATER METER TO SIDEWALK. _ R W _ @ _ M RELOCATE PER JOINT UTILITY, TRENCH NOTE SHEET 2. cu 1j - O r - - ' 3 I , U r� r1 w , ruo �^ �, J o DEMOLISH r M ram ' CAUTION: EX 16 " PCP WATER MAIN CONTRACTOR SHALL VERIFY D z N ? EXIST BLDG I w 0 AND PROTECT IN PLACE. c 3 ti N 3 0 V `� N v o r co a r FESS/ a ®FESS oqR® GI( 0 - cv a " °' c3 I �® 1y t A. p \ I—„� ti U cr d W� Q o ¢- w w� w r� M Z w cr cn w w > qs E t y 4 ' No. 30434 c� o� v �� o l� ^ tycv r� or I �P Y w 4 �� a0 `aN 5 C:f. m U z wN w O w rn 4, W 4r 4 o �-d_ ^ s O t� w C K, CN 2 �� NO W r W Mo. 29577 Exp. 03/37/04 o oz c,ZZv, I o v, cv Qm' 3 +c� ExD.3/31/07 GRAPHIC SCALE � CfV1V z a Quo_ �� 258 - 130 -73 z v _ 20 0 20 40 OF CR1 �F cv c) cn� 0 1 -Cc �CALiW`" i " =2o' � NZ p \ ,t _ _ _ _ _ _ _ _ - WAY A. PASCO DATE z. PL GAIL GARDE DR UE e s ENLARGED PLAN DRIVEWAYS A T s s s ENGINEER OF WORK FOR REV1510NS Zt 3 Q 19 +46, 20 +32, AND 21 +12 13 SEE. PAC -F-5 3 1 4 1 5 * 13° �(� 611/5 7- ci SCALE: 1 " = 20 a REVISIONS APPROVED DANE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: � E ED D1aA�+rd ®v CFpECKEOEtY APP ALE ENGINEERING DEPARTMENT DRAWING NO. n 0 .� �� DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY. IMPROVEMENT PLANS FOR 1 STATION R0458 21 +90 EC ®� DOWN 9 BELOW AC SURFACE a / HORIZONTAL - 1 =20 0 o a GARDENS DRIVE y LOV'rR,`iioRln bRAit� 7, LOCATION: CENTERLINE OF ENCINITAS BLVD. " =4 VERTICAL: /� 03 �"✓L� �IL DIrL-� c-D 11590 W. Imo® c. Suite 10� 1.. STA 17 +02 T 20+42 Jr- /L l'., ,� RECORDED FROM: COUNTY BENCH LEVELS San ®1 rA g21z� KEITH GILLF1LlAN DATE LI /2l c7 3 .fir .'� TEL: (858)451 -61Q0 FAX: (SW)451 -2046 SHEET 05AOF 34 ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RCE NO. 30434 EXP. 03/31/04 CURB,GRADES UNLESS S WN IN PROFILE SHALL BE THE FO LOWING PLUS CENTERLIN GRADE CURB ELEV DIFF A N RANG LT TC - X0,04' 22 +65. 0_ TO 24 +00 NISHED LT TC RT TC -0:04' 20 +42. 8 TO 24 +00 ui ! 0.04' ROM CL) o + N LT TIC 35 _ LT TC w 195 205 PORTION OF 450' VC co CL PVI S A = 21 +50 w i PVI EL-_V = 193.67 §! G1= 6.35% w M W G =2.11% ^� 0i 04 04 nm +m rn 1 +I� N O 00 Z + c6 N _ - z.1rr +L6 M� _ J t� O N M N N N N rn N EXISTING GROUND oo N N `� ^ ®CENTERLINE + M. N FINRH GRADE to N 195 N ® CEN RLINE C L IA N OS — CL + N N N �._ 2.59% O O O N O + o 1.65% N O.. - + �in TOP OF EXIST REW 'LINE `" � 2.949° o: tl F 3 Lo N II W N cn �- CL W X. is I 6 J * u 3:: O co p W j... N w8 co .— 185 Vr a c0 O O Z_Z II N O CL x +" w N mU0 x * CONTRACTOR TO VERIFY WI W PRIOR TO CONSTRUCTION PRQEILE QUAIL GARDENS DRIVE SCALE: HORIZ 1" = 20' VERT: 1 _ 4' 21 22 23 24 CONTRACTOR TO INSTALL 160' PLEXIGLAS I \ SOUNDWALL 6' ABOVE EXISTING GROUND. o ¢ SEE SHEET 5 FOR SOUND c \ SEE SHEET -5 FOR ADDITIONAL SOUNDWALL - �Q WALL REQUIREMENTS \ cn \ ,DETAILS CRITERIA z 3o m 1 0 --- (5' MIN HEIGHT) o o �QQ _j ow ❑ C URB DATA REMARK 258 - 420 -25 ° 0 258- 420 -39 a J N °X 3 m 1 y 4 1' 1 6 TYPE G C &G \ ° o c� z 4 i �"= '- ~ 2 4 1 1 7M 1 .2 6 TYPE G C &G o IQ \ \ Z N 3 a d3 a W 3 w w w z 3 - -- 6 TYPE G C &G a3J \ c� 111 w 1 N _j� rw(A °o I '0 -1 �_ �IJr111 SJ7Al�llCrll �'i�1r,Drl�1J cn - D< V) V o w X w t- o co Z O w ®c� i= w ®� � v1 Q Q� ' cn w i w X N Z X N _ ❑ RECLAIMED WATER LINE DATA o-'� Xx ~ ma- <a- M o ~~ ��a GRADE TO DRAIN AT BACK OF WALL W r»cox wo 0 3 F �m F o wtn a , � xwF c�i x �x m N0. RADIUS LENGTH RE ARK .^ t- o � 0- ®�� O L O Ld W (0 w 3w WITH MINIMAL DISTURBANCE - -- ER a¢ o �~' �- 9 Y ° z_ z m z = n z uj RETAINING WALL NO 4 SHALL 2 4 p W 1 44 8 RECLAIMED WATER a o + L `' T oz 0 N w o m I N w + w HAVE SLUMP STONE FINISH 3 " 8 RECLAIMED WATER m x __ m° a N o� n N m� c ` ~ .i o0a_ TO MATCH EXISTING WALL AT , IL CL GA RDENS , S Q 6 + 83 B OTANICAL w I X X X X— X X- ® CONSTRUCTION NOTES R W d �. 5 -- LW _ _ _ 3O CONSTRUCT 4 " THICK PCC SIDEWALK PER RSD G -7. CO 11 ® I < - W SEE SHEET 12 FOR RETAINING WALL PROFILE. W 1 — - R/W = 5O CONSTRUCT RETAINING WALL PER RSD C -2. - 111"" - - r or CONSTRUCT DRIVEWAY PER RSD G 14C. 1 M c 1 CONSTRUCT 5 AC OVER NATIVE. W S - w ADJUST VALVE CAN TO NEW GRADE PER SDWD STDS. Z co ADJUST MANHOLE TO NEW GRADE. 1 RELOCATE MAILBOX TO SIDEWALK. w INSTALL, LOWER & RELOCATE WATER SERVICE PER SDWD Z STANDARDS INCLUDING CUSTOMER RE- CONNECTION. q OH j RELOCATE REW WATER METER TO SIDEWALK. jjjj Q OH 0-0 R� m N = � UTILITY PEDESTAL /VAULT TO BE ABANDONED - - - - - - SEE JOINT UTILITY TRENCH NOTE SHOWN ON SHEET 2 -. - _ - -- - .:.: _. , •, e ,.• r. -. RELOCATE PER JOINT UTILITY, O TRENCH W NOTE SHEET 2 D IRECTION. . 2:1 - R RELOCATE PRIVATE SIGN BEHIND R � REL /W PER ENGIN CAUTION: EX 16" ACP WATER MAIN CONTRACTOR SHALL VERIFY - 3 I _- 2 — 96 X:3< 3 is O DEPTH AND PROTECT IN PLACE 9 C� N N ° ' r -F v z 3 { R =50' (195) M '4 V) p X o c J C x x 111) X N t �� X N va I � _ wow zap _� } �N C7 - WI U�w W Li F-ofw W a . Q Q W N III WJ tOZ w F Zaz Z - ,z O OU W � Zo + 0 N Q Qi W I L' VI !n — LL W o 'w p °- Z > w Z I V) =) N LL z w X L� L� w m W E_ M a 0 - i= N 00 m 0f ESS/ o } Ycy ® 30 N w a—�O a a0 a 3Q / QR G �3 I a z w ¢ + w.� _ ® v w N ° w x 190 RECONSTRUCT EXIST FENCE w o M o m > L co 0 m z o W N w w N c� z w ( ) GATE TO NEW GRADE AS 7 _04 >_ — �-� Cd � z o N o ' m w rn w w o v NECESSARY - -L � q� / �� y � (D 258 - 130 -72 + ci + 0 �zv �,�3tO + c0 + O `' ° °? w e ++ z wow w w i N Q z , z z z z z 0 257- 020 -21 c� Y No. 30434 z t Z„ ___N Q Mho 0_'v z� N ¢ W� (1`'I w N I O = 3 +44 81 097.00 PT v r ¢ m N ANGLE POINT d z z I JOIN EXISTING Q o GRAPHIC SCALE CIV\\, � c� 258 - 130 -10 ll 20 0 20 40 q� OF C \F 1"=20' 3 PLAN: QUAIL GARDENS DRIVE ENLARGED PLAN r"n SAWCUT &JOIN DRIVEWAYS AT 19 +46, 20 +32 AND 21 +12 13 I SCALE: 1" = 20' EXIST PVMT I � Dim m' MAWN m" CHECKM B'' APPROVALS CITY OP ENCINITAS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY ENGINEERING DEPARTMENT DRAWING NO. { pEJ_ETED 1�. DESCRIPTION: 2" BRASS DISC HORIZONTAL: =20 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: IMPROVEMENT PLANS FOR , DOWN 1 BELOW AC SURFACE / f °' 0 0 3 8 -� S I • r LOCATION. CENTERLINE OF ENCIN BLVD !Z �/ /1'� • - \✓� �... QUAIL GARDENS DRIVE STATION R0458 21+90 EC VERTICAL: 1 " =4' 11590 W. awm ct s m too 1 1 COUNTY BENCH LEVELS son c+ 92127 KEITH GILLFILLAN DATE l 1 �l �� /� "i STA 2 ®T42 TO 24 +00 FROM: RECORDED >a-- (856)451 -61 FAX (656)451 -28" ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RCE NO. 30434 EXP. 03/31/04 SHEET 06 OF 33 r_� CURB GRADES UNLESS SHOWN IN PROFILE SHALL BE THE FOLLOWING PLUS CENTERUNE GRADE CURB ELEV DIFF PORTION OF 300' VC PVI STA 29 +25 co LT TC -0.04' 24 +00 10 26 +32 PVI ELEV = 216.04 O 27 +40 10 28 +00 G1 = 3.96% RT TC -0.04' 24 +00 10 28 +00 G2= 0.50% LT MED TC +0.38' 27 +19.42 TO 28 +00 ILI RT MED TC +0.38' 27 +19.42 TO 28 +00 rn > W m o ILI �° + o a N N 200 VC 2 o� PVI STA 26 +00 Z •- 0 PVI ELEV = 203.18 00 �� G1 = 2.11% to r� + to 96% G2 = 3.96% o n + m N N 3 �- �� \ + N N N \ co 0 N d' w p �- \ Q. m + 2061703 M co N N N J —.. .�- 1.57 0 Lo rn \ N G1= -9.659 \ - o in 4. o coo — \ EXISTING ``' PVI ELEV =. .51T cn + ci N N ® CENTERLINE m m w O \GRADE - p w N c0 10'VC 0 cc + r N N w t0 + N N N N p ttpp o �.. /' 4.15% m mo \ ® m + 00 0 w . M �. N. N. N N J W _j N ¢ OD 20O �' 2.,1% � o —200 M LCj N u? c6 J o C! J r FINISHED GRADE 1' MIN CLR N ~ M N 0 4 i o0 0 CL ®CENTERL E C N N N O TOP OF 8" CL 200 PVC REW PIPE FINISHE GRADE 06 rn O il A P OFILE: QUAIL BOT NICAL DWY ENTRANCE N ? N f? ° m > o o 7 HORI : C 1 " = 10' VER : 1" = 2' PROFILE QUAIL GARDENS RIVE 1L SCALE: 25 HORIZ: 1 ° 20' 4' VERT: 1 " = 24 2 27 28 CONSTRUCTION NOTES Y JAIL 1 BOTANICAL CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G -7. W o GARDrNS ( w � 0'.x �i �_ z m `' 5 CONSTRUCT RETAINING WALL PER RSD C -2. DO U J oZ ri� J �N Q w o ¢ ' f - -� oQ ui O6 CONSTRUCT RETAINING WALL PER RSD C -3. ❑ CURB DATA F wo �� r i N0. RADIUS LENGTH REMARK �` p +�� J oZ J wm x� o �zO o' m S F r , AS DIRECTED BY CITY, PROVIDE EXPLORATORY BORINGS 1 - -- 114.4 6 TYPE G C &G t s t ;, ' oa - z o or o.a �' FOR TREE ROOTS AND TRIM ROOTS AS DIRECTED. 6 TYPE G C &G ° z m F- ! � a w 4' o rn ocn 2 1• 0 ETAINING WALL NO 4 SHALL J �F ,� , `a o � uo ? � 3 o �� r °O. ` o �4 CONSTRUCT 4' HIGH CHAIN LINK FENCE ON TOP OF WALL 4 6' W - -- X GUTTER CURB o f N m �� v N �w o sn5 RL N O o w m o f c-c z J^ N Xw cn � N ` r, <��: 5 14!3 ' - -- 9 U X- GUTTER CRB HAVE SLUMP STONE FINISH ¢ N x w N om N' m i � x w w d- " -o R N PER APWA STD 621.1. CHAIN LINK MESH TO BE BLACK VINYL COATED. TO MATCH EXISTING WALL AT N� w M �o m� w o w g 6 ENTRANCE OF QUAIL BOTANICAL ®r xov ;fib i' 00 °0 o �M w M h � ARDENS, STA 26 +83 ®� ®x wwO o` .- ` 1 CONSTRUCT CROSS GUTTER PER RSD G -12 AND AS MODIFIED ON PLAN. 7 451' -__ 4 ' 6 TYPE G C &G � W �w << f� i �' >�N w w 8 7 10 6 TYPE G C &G o �< p z�co in u> F 00 z N a �cn� 1 CONSTRUCT 5" AC OVER NATIVE OR STRUCTURAL CUT /FILL. 91 + o m a o + r n.� q -x.- o o o+ z z 0 0 0+ c� x o o 58 - 9 N 75,3 E 6 TYPE G C &G ef•Z WQp' X — _. ..__y. -- to X cOmuj=o co s¢ O ZN Of > N N m O -O p O WZOf of n ZO r ,. O X -, _ _ w ;�'°�� — X" '., - -N NWmUN N NU - N w�ao:. ,..� N m °v N -� Sao 0_ N aN c� wom ?x� _ ADJUST MANHOLE TO NEW GRADE. _ - -- „- r - -. -x O co LOWER & RELOCATE WATER SERVICE PER SDWD STANDARDS INSTALL, CUSTOMER RE- CONNECTIONS. MEDIAN CURB DATA INCLUDING L RELOCATE PER JOINT UTILITY, TRENCH NOTE SHEET 2 RT REMARK ft � �� I- N0. " R ADIUS LENG H - -- 8 TYPE 8 -2 MED C &G �1 8 CAUTION: EX 16" ACP WATER MAIN CONTRACTOR SHALL VERIFY DEPTH 1� 0• 6. 1 6 TYPE B -2 MED C &G _ _ - -- - - - - - - - - - - - - - CONSTRUCT 4 SE C TERAL FOR FUTURE USE �` AND PROTECT IN 1 ' / W f ' ' 6 0, THE EXISTING CHEMICAL INJECTOR SYSTEM FOR GREE HOUSE (� RECLAIMED WATER LINE DATA �, „ IRRIGATION SHALL BE RELOCATED. THE COST OF RELOCATIO R RA IUS LENGTH EMARK f3�/ l� / / E INDICATED AS A LUMP SUM LS ON A SEPERATE NO. N 2 E 8 RECLAIMED WATER / BID ITEM. ___ 8 RECLAIMED WATER ��, 3 N 4 '57 8 010.00 103.49 8 RECWMET? WATER 6 / /� / i l �/ � w 4 8 R LAIR E5 WATER 36 OH ° OH 0 O — OH o OH 0 N _, REW --- 4 .REW V - " REIN _ ;pr o N 6 „ 12' F_ 7 RJt tlVE'179 LF EXIST FENCE ---� "" ' 2 EX GROUND METER 10 iO co m REMOVE 122 LF EXIST FENCE ro MIN — , , i 3 6 R W — � 04 / + y 6 4 co h ° CV I J o I 'AD X— °� m x— —X x - -Y -- SECTION A —A n I 6 6~ o W NOT TO SCALE ;n A A = Q 1 4 � a °° 04 g a (6 a Q Q ROf ESS /p4,9 It ~ I J J (o J J CJ N M N W / Fi 0)a 1 p F d a 3 3 m z m 3 s 3 w O x too -? w }` Z �" No. 30434 z z 06 w z �3� �3 �I L z co w �l a?� �, +° +30 Q ® w r m o f u, J F- F z o a co z r` w O \ a +CAI Oa _ WZ i� W ao N o Q cV ao w -gym N.W NmZ LV S Exp. 03/31/04 N Z X -ap �: O w N.: Z r7. Z 00 Q �. M Z N Z r. I r N�Hw co O- ®- @lam ® ®- ®- zo z r7 0 0 0 rn o 0 00 0 257- 020 -26 GRAPHIC SCALE STq CIV��P Z a o) o_ � d In � Of to o- O uo W �[? ^ d J co a M J J � N z J p Lo J ° 20 20 40 \F in 5 �> " �w < �w +cA +cA +o +or +� +cA +CA N �OFCA� c (}� N om. co +CA M J Z 3: 'd' J to Z �n Z In Z u') II to W In Z Lit Z I 1 " -2� 0 �w + C.A C7 + C.A N Q N Q N w N (jl3 N m N Q N Q - C N (4 - "m ¢ m o N a PLAN: QUAIL GARDEN DRIVE N tl) N v 257- 020 -25 `'' ° SCALE: 1 = 20' �f .5ff�� Z. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DLL BY DRAWN B BY APPROVALS CITY Of= ENCINITA►S ENGINEERING DEPARTMENT DRAWING NO. , DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF 3 REF'G4 S DOWN 1 BELOW AC SURFACE " RECOMMENDED BY: APPROVED BY: IMPROVEMENT PLANS FOR Q HORIZONTAL: 1 =20 0 0 003 1 DELETED LOCATION: CENTERUNE OF ENCINITAS BLVD. QUAIL GARDENS DRIVE F I' / "� a r- re k �e i 4.1 STATION R0458 21 +90 EC VERTICAL: 1" =4 2 11590 W. aemo cc suite too Z/ D ^� t� RECORDED FROM: COUNTY BENCH LEVELS San D• CA 92127 KEITH GILLFILLAN DATE tl I =•. STA 24-00 T® 28 +0® TEL (8W)451 DOWN FAX: (SW)451 / S 3 SHEET 0 34 ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RCE NO. 30434 EXP. 03/31/04 CURB GRADES UNLESS SHOWN IN PROFILE SHALL BE THE FOLLOWING PLUS CENTERLINE GRADE CURB ELEV DIFF STATIO I RAN PORTION OF 300' VC PVI STA 29 +25 co LT TC -0.04' 24 +00 TO 26 +32 PM ELEV = 216.04 0 27 +40 10 28 +00 G1 = 3.96% RT TC" -0.04' 24 +00 10 28 +00 G2= 0.50% W LT MED TC +0.38' 27 +19.42 TO 28 +00 W RT MED TC +0.38' 27 +19.42 TO 28 +00 co m o ''^^ + O N VJ + p N N 1 0 001* 200 VC 21 0 - $ PVI STA 26 +00 Z 21 0 PVI ELEV = 203.18 Gl = 2.11 % LO n + r g6% J CL G2 = 3.96% o n + ccoo N N 3� = CL \ 0. LO N co N MY + L6 s♦ N N to C3 N Q a ,•S co N _- 1.57% LO Q \ cn G1_ 9.65% v o� o nrn coo N n c'j EXISTING GROW. Lu C-4 m N + c�i N N ®CENTERLINE O \ GRA 15E EXISTIN z PVI ELEV = 10 VC7 ®3 .5'LT w = O O + r N N W m 0 O 0) 0 �.. N to 0 N / �' 4.15% �n p '°'\ O m C9 LO iT N ' Q y- U1 N N N „ J w N ¢ µm. r- II �n * i ca tat . O 20 �.... Z.11% t` O O X 200 ' M N u� J O 1— �' p 0 200" 1 _ FINISHED G N CL G` R N co ui o r) �o o c�kv 1 MIN CLR CL 0 CENTERLNE 1, N N N C9N TOP OF 8" CL 200 PVC REW PIPE FINISHE GRADE rat 0) 0 �. N o N o A P OFILE� QUAIL BOT NICAL DWY E NCE 00 w�i' 7 GALE: mo + w 1 0w H VVER : 1" = 2 ' PROFILE QUAIL GARDENS- RIVE n SCALE HORIZ: 1" = 20' "' 7A, VER7: 1" = 4' u E: sw * angm EE 5 24 25 26 27 28 O CENTERLINE DATA r . CONSTRUCTION NOTES N0. RADIUS LENGTH REMARK TAN] q 3 `f 1 4' 1' - -- 114.4 CENTERLINE r1Jr�1L 8J �Y1��] CAL i, --- 2 1 CENTERLINE r 3 CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G -7. 3 CENTERLINE W z _ 5 CONSTRUCT RETAINING WALL PER RSD C -2. cm N m �1 f � 1 CURB DATA � Z d' Zvi` � (� C L V) ow v Q z O tir CONSTRUCT RETAINING WALL PER RSD C -3. ❑ a m �, moo' r M ° Qo Q r ww ° � r O N0. RADIUS LENGTH REMARU � �r - z J �' m m w t t z r 8 AS DIRECTED BY CITY PROVIDE EXPLORATORY BORINGS ^ ___ o o¢ a *� - o U- _ m 1 N 4'51 3 E 114.43 6 TYPE G C &G c� o O ao o _ mu) Je v a m ��v N m .r -¢ FOR TREE ROOTS AND TRIM ROOTS AS DIRECTED. 2 7 6 TYPE G C &G RETAINING WALL NO 4 SHALL o J �� $, 1 ,�� o M J �� - °° ". �4 CONSTRUCT 4' HIGH CHAIN LINK FENCE ON TOP OF WALL 4 N 6'2437" W - -- 0.8T X- GUTTER CURB na N cn U i� &r p N w ao No crr� QzJ �NFww N ^y fa t� HAVE SLUMP STONE FINISH N m- o N N.. 5 N 14' 1 - -- 4 X- GUTTER CURB x w Nom o ® x w w U x PER APWA STD 621.1. CHAIN LINK MESH TO BE BLACK VINYL COATED. TO MATCH EXISTING WALL AT "�� w ��' r7 ®�'3a� w cu w m o - o �N ®r '� W ®'r ® U `� � i 6 N 2'53 25 E - -- 0.0 ' 6 TYPE G C &G EV ' O U tl? �dl r. H t� J I.� O !n W to "-, ENTRANCE OF QUAIL BOTANICAL ®�i W xi- a t$ - $ ° o rr -_ ¢� n R ao 1- o km i� 1 CONSTRUCT CROSS GUTTER PER RSD G -12 AND AS MODIFIED ON PLAN. 7 N 4' 1 ^ - -- 1144 6 TYPE G C &G GARDENS, STA 26 +83 �� >�w ` �� d 7 r oN Um rn to U rn ri >� U r �i J v1N o c c�M w rq - ®. w 8 1'57 58 10 71 6 TYPE G C &G o F i- r7 z m W1 "` n �, N CONSTRUCT 5" AC OVER NATIVE OR STRUCTURAL CUT /FILL z y c 4 x x a x o 0 0 +z^ + ? �c�o o+ c n -x oo 9 N 2'53 25 E - -- 18262 6 TYPE G C &G W .v Q. ;� - -X cD cO ZW�O c0 s c0 ZN a'> N N c0 0 —O O O WZO Q- I ZO h "^ ti X N NWMOR N U N Wvaa v (V mw N tr¢U a N ¢N N wU�_ ADJUST MANHOLE TO NEW GRADE. S�5 S6VS. I— F� w F � x ® - - -- - - = -- _ - . ® MEDIAN CURB DATA LlJ 1 : o RELOCATE PER JOINT UTILITY, TRENCH NOTE SHEET 2 may „� �, r� r I— N0. RADIU S LENGTH REMARK Ill 4� ° �� CAUTION: EX 16” ACP WATER MAIN CONTRACTOR SHALL VERIFY DEPTH 10 N - -- 0 5' 6 6 TYPE B -2 MED C &G $ 5 F ' W AND PROTECT IN PLACE 11 1 Z _ . ra< < r� W � 0'02'22 6.00 M TYPE B -2 MED C &G (� _ _ R W c , ` r— - - - - - -�°� - - - _ - - - - R/ - - - \Y CONSTRUCT 4" SEWER LATERAL FOR FUTURE USE 12 YP - -- T - M Q&Q o co s °° w ❑ RECLAIMED WATER LINE DATA co w NO. RADIUS LENGTH REMARK 0 x 1 N '14' 3 -- .9 8 RECLAIMED WATER 2 N 4' 1'23 E - -- 105.49 8 RECLAIMED WATER W I g" 12' 3 1 °5758 10.0 103.2 8 RECLAIMED WATE Z W MIN, „, 4 - -- 8 RECLAIM D WATE R / 36 OH ° OH — OH� OH 4 — o OH O , .. FPFW U N - x^ Rev / = EX GROUND ~---�- R, 179 LF EXIST FENCE 2 °Me�ec R 4 — REIN 10 `° ° C-4 — — - — Q 4 — — — F REMOVE�122 LF EXIST FENCE ❑g M + ® SECTION A -A N ` H 3 6 1^- R W .} NOT TO SCALE x w o° N.: c_ a p I oX m x— x x x c- 3 6 6 W Z x N 1r J ° x 6 m � � 00 J (6 ¢ Q ROFLSislo q co J J � S ®om O G/� L) �' ® W w ° r¢ F-a xo I ° - a�� rna �a J m3 m3 m mo m3 rr3 W w x na °) z y J r r Q o z Y o -'' r No. 30434 z z o a3� it ^� �� z 00 J �� o z o I + +CAN CD + (7 1 O W Z t' f j '' (if d;. K J W �_ Q O� m N W N m O e}Z a' trO tr N �- M W Q aD. 3 �”) F N F- gyf N ¢ x m M W 00 F ®. z f�l.. 3 t� ® ®z I 7Q Xv 3'1 �{ Z, /��; ✓� �-- ,�. t;j 3f o o 5z 0 LO o sF W M W u 7 a o It c0 w Sri W 0 257- 020 -26 20 o RAPHIC SCALE 40 q� CIV \�\ �Q to LO M J M j 't J It to L Z ¢7 J O J C'J c� co to + M w z 'c W +0 +0 + o + n + 0 + 0 + co I 1 " =20' OF CAS ° N + J -3 J � Z L0 z L z � II U) W LO Z LO Z I + II N -t ji + 55 + 0 N Q N Q N W N ( N m N Q N Q �3 N N Imo N Q PLAN: QUAIL GARDEN 20' DRIVE CD 257- 020 -25 U N w ° (" SCALE: 1" = REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESCINED B' DRAWN BY K ® � APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDS BY: APPROVED BY: IMPROVEMENT PLANS FOR DOWN 1 BELOW AC SURFACE LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL: 1 " =20 �' S o ®3 8 --- S' 1 = STATION R0458 21 +90 EC VERTICAL " ' /J/ n „ ., , . �-,✓ / �_.. � � -'' = QUAIL GARDENS DRIVE Y E G 11590 W. Boma Ot Suite 100 RECORDED FROM: COUNTY BENCH LEVELS San a CA 92127 KEITH GILLFILLAN f DATE c1 d ”' STA Z4 +OO TO 28 +W 7EL• (856)451 -6100 FAX (656)451 - 284 6 „- SHEET 07 Of 33 ri nsTI^kl. I as 90 9371:7 nA rl W. NAn 9Q www hhiinr -rnm RCE NO. 30434 EXP. 03/31/04 „ -. CURB GRADES UNLESS SHOWN IN PROFILE SHALL BE THE FOLLOWING PLUS CENTERLINE GRADE CUB ELEV DIF STATIO I RANG 0 " FINISHED LT ``' c) 0 LT TC -0.04' 28 +00 0 32 +00 p rn m FINISHED LT IL M MEDIAN TC a, - MEDIAN TC - RT TC -0.04' 28 +00 0 32 +00 Q N 00 � n X 00 •. N m r7 LT MED TC +0.38' 28 +00 0 28 +41.08 M FI IS LT ^ a N ro N + Ui + U +0.40' 30 +54.9 TO 31 +54.81 M DIAN TC ui M N M N RT MED TC +0.38' 28 +00 O 28 +74.67 Go N M , -0.28% 0.03% 30 +26.1 TO 31 +85.55 LT MED "" 3.06" LT MED PORTION OF 300' VC PORTION OF 300' VC PVI STA = 29 +25 PVI STA = 32 +57 PVI ELEV = 216.04 PVI ELEV = 214.37 uj G1 = 3.96% G1 = -0.50% G2= - 0.50% > m G2 = 0.50% (f) �.. O d' N M LO O co K) rr,. C O O.7 N Q N p h 0 0 W Lf) CO 00) Op 4 V) + X NN �N I�N MN MN MN MN '- NJ u') 000 M N M N N +.M 0).M-... W NN NN W - 0.50% 10 4 N O O CS O . N N + " -- Z CL �. " �- N N. �, EXISTING GROUND W FINISHED GRADE ® CENTERLIN -" 1' MIN CLR ® CENTE LINE U 210— W TOP" OF 8 CL 200 PVC REW'PIPE 0.30% < CL co 1.57 %. _ 0 0 W h Oi �, 04 Z CA N co - N a- p II r� w + a V,.. CO M �.. +� PROFILE OUAIL GARDENS RIVE CV SCALE: HORIZ: 1" = 20' VERT: 1" = 4 28 29 30 31 32 CONSTRUCTION NOTES O CENTERLINE DATA US L G A < CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G -7. 1 N ___ 12 2.51' CENTERLINE O AS DIRECTED BY CITY, PROVIDE EXPLORATORY BORINGS FOR TREE 2 1-23'02 1 CENTERLINE ROOTS AND TRIM ROOTS AS DIRECTED. 3 - -- CENTERLINE 1 10 CONSTRUCT MODIFIED RAMP PER DETAIL 8 1:1 CURB DATA 1 REMOVE EXISTING TREE. QUAIL f,� Sr NI(�A1 ryr�r,��JAf � N0. RADIO LENGTH REMARK 5 CONSTRUCT CROSS GUTTER PER RSD G -12 AND AS MODIFIED ON PLAN. 1 N 5 E 1 6 TYPE G C & G 2 N 1' - -- 8 6 TYPE G 91,G J r , CONSTRUCT 5' AC OVER NATIVE. 3 2'S ' - -- 201.69' 6 TYPE G Cy - Q 4 N '5 ' 5 - -- 124 .7 §" TYPE G C &G f r r m o i, c9 m Q m 1 INSTALL NEW STREET LIGHT PER RSD E -1. " m s r ' z H 1 -5 -1 x m m x 5 N 1 23 02 E - -- 109.07 6 TYPE G C &G �� I r . WW... ;t ft J p Jd' J � r r m m f� o 19 RELOCATE FIRE HYDRANT PER SDWD P -1 WITH RESTRAINING 16 9 ' 0 0 1 X- GUTTER CURB p ; xr Pr 257 -020 27< �= o z b U 17 90' 0'0 0 0 15 X- GUTTER CURB c4 w z ni o ri N Q q o z 7 z JOINTS AND THRUST BLOCK. a' - Q h_ a P 9 � �' 0o o o w � o Q 18 6'35 - -- 6 AC BERM TYPE A _ r, • ti ¢ ° o ADJ o w o � II N r , �1 I �s t ` «<< z ° ° „ ® ®W UST MANHOLE TO NEW GRADE. �o x ww �. �, W� o x px� C�i- 0W ao V w Q o � � h �w o m w �' <J �' i- ,� 3 RELOCATE MAILBOX TO SIDEWALK. �; �� o � W ❑ MEDIAN CURB DATA l.c U QP G fr ' n P r lE' ,., O w 04 ,.....� � J ♦ ' to _J , 0f r -�,, ww + cxn + I + I + + v Q. + 1 ® UTILITY PEDESTAL /VAULT TO BE ABANDONED NO. - RAD IUS LENGTH REMARK - w �, wo ao coo rn rn 0) z o c> p U` 6 N 3' - -- 6 TYPE B 1 MED CURB am Naz 8 N B N NQ Ma �__.� !^� !` ; Q p >, �� r�1' SEE JOINT UTILITY TRENCH NOTE SHOWN ON SHEET 2 N W ® RELOCATE PER JOINT UTILITY, TRENCH NOTE SHEET 2 7 2' 3 - -- 4 0 6 TYPE B -1 MED CURB ao 8 a__ -$ .r; —_ 8 - _ _ �r. 8. - -8 _ 8 r 8 4 00.00 35. 42 6 TYPE B 1 MED CURB ;. � W e r / _ - a - <- _ - - r . �S - - R 1W W CAUTION: EX 16 ACP WATER MAIN CONTRACTOR SHALL VERIFY DEPTH 9 160'41 32 3.0 ' 8.41' 6 TYPE B 1 MED CURB - - - r , d --- Zw �� -- ..... - - - - - m AND PROTECT IN PLACE 10 5" --- 161 3 6 TYPE B -1 MED CURB C 11 161' 5 0 8. 6' 6 TYPE B -1 MED CURB N T A M P A PER RSD G -5. '2 '" - -- _, CAT V- ° GRA x22' PAD TO CO 12 8 100 3 TYPE B 1 MED CURB W 13 N g TYPE B 1 MED CURB W g �. 'S' 5= 8' S m ' S W G DE 14 100 0 6 TYPE B -1 MED CURB Zcv $ N 15 ' 6 TYPE B -1 ME 1$ D CURB 6- 2 co 4 0 3 2� I 2 4' 2' 2' 0 0 -� y '3 --- , � � �1s "' � , , �, � % ; W ';' : % �� ue � w _ _ _ _ _ � �� , RECLAIMED WATER LINE DATA W �. , 2 - V4 12' e 2 � - / T �l .L�� 1, ;'' /; ' � r , , �' -- � MARK W � - � � , . � , _ � _ „3 � Q _ T IN N0. RADIUS LENGTH RE - � �t�-•: -`�`iy �� , ,�� r.�.� -. � �, 1;7. — -"- 3.L � ic> , 15 � � GRADE 0 JO , (o - _ =`� ; , r %, , , EXIST SLOPE 1 N 25 1 8 RECLAIMED WATER / > i / i, i Ci /, ii% - -- 2 N 0 E 114.1 8 RECLAIMED WATER — , 7 1 y i e i / ✓ i i / 'i i" i 'i �/ ,�. N i �i M 6 4 8 � / /; i , � , � i � i , ,_ i' %/ �' %� ' :'�i i � C,�TV' �� C/eTlt ' G � / PROTECT EXIST C &G REMOVE AND J _ AV.E �• / EXIST GROUND STRUCT C& T - - - -- CURB ® - — ,, /� / i �W + 0 � � ELEV SHOWN IN PROFILE LINE _ � 2 R � �-- 10 +� r SECTION D —D � � � , 8.33% �2' Max / QC NOT TO SCALE oo v m (if � U U o -� a 0 z WIDE BORDER WITH RETAINING 0 w 1 ° �r /,'; i v zo v zr o a o 134„ GROOVES APPROX CURB t > I r f, a ,,, a �- o > 3 3 4 OC -- -z I- / i N _ ? / 0 CUR RETAINING B 0" CURB >o v • ,(/ a a N o p w N X= ; am j DAYLIGHT EXISTING FACE FACE pLN EXIST // o z , CURB FLUSH WITH SDWK) �URB N �� O O r �� O p K� p U CJ QN w W V V C) z /� ,/ 3 O I O (� H- 0 W M O' N J J N O N / r Gl U. In z 0- I- I- Q h w `1 0 Wes cog N m / / / -cn C1i 04 x - cn� °D . ®c� v v N r= (6 EXIST GROUND W ®p O t� i ; W N x -? un_ z r w o- z w �- f �, W w� 0 �� W w a w -� ®w�, MODIFIED CUR RAMP ... F p i� wW N .-� W �m F Ngll W�CJ�. a. K� F V �� II p ¢ W d: p i, /% -Q o_ rn �n N r'? s Q o v z of - r r x o a v> N Sri r 8 NOT TO SCALE _ U O F— / A/ / 1A. N u') ICJ- U. O W W O c0 ND_' W N Lo W W K d d h ao rn i %/ v a N z N v; o z rn r o 04 �w M cn o7 r w 00 m w OFESS/ + .�H- + + + 18 i i/ o' + + 0 + J m o o + cn + o o z x N 257 - 39 -3 o N � o z 3 + rn ao wo 00 U 00 : \00 I yh LL]Iii rn mW c) WQ>- x o Vo p zzo w K 0'I-W 0.)o v , O GI( ! N KO N m N � V 7'Y'� - � ' 2 N I Nm N d - 0'Um W 0-�r M WZ V) WWI W d 0-oz M m 257- 391 -26 18 / / t; I� O.UAIL L° Q PAT' r� c C &G JOIN `EXIT N°+i ow Lj , /r'�" r No. 30434 z m C &G -H o 03/31/04 Exp . A GRAPHIC SCALE} ST CI V\\, PLAN: QUAIL GARDENS DRIVE FINISHED GRA DE 20 o zo 4o CV�\, q�OF C� \��. SECTION B —B DE r' =zo' SCALE: 1" = 20' NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESIGNED BY BY CHECKED BY APPROVALS CITY QF NCINITAS ENGINEERING DEPARTMENT DRAWING NO. I r) DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER T HE SUPERVISION OF RECOMMENDED BY: APPROVED B Y: IMPROVEMENT PANS FOR DOWN 1 BELOW AC SURFACE LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL: 'Glr / e� °tom �e '� �, GUAIL GARDENS DRIVE 003 Q — S STATION R0458 21 +90 EC r 7 -- a s�� ,.� . 2 , 'Q1, e ),`1 J ,. r1 .^ fi j 7 VERTICAL 1 =4 e 11590 o B o C t. 127 100 A RECORDED FROM: COUNTY BENCH LEVELS S o v 9(M) KEITH GILLF(LLAN ` DATE 2 / ! 1 " 4 r- °L_. '� `° — STA 28+00 TO 32 +00 ELEVATION: 146.2 FEET DATUM: NAD 29 www.bhiinc.com �� cc. bh com RCE NO. 30434 E l � 9 -28 P. 03/31/04 SHEEP OS OF 33 CURB GRADES UNLESS SHO N IN PROFILE SHALL BE THE FOLLOWING PLUS CENTERLINE ORADE CURB ELELDI STAT FINISHED LT w LT TC -0.04' 32 +00 TC 35 +30.03 d MEDIAq TC LT MED TC +0.40' 34+17.11 0 35 +30.03 mL �L LO r7 ro RT MED TC +0.38' 33 +86.37 0 35 +80.45 M N M N 0.16% LT MED LT MD h )n PORTION OF 300' VC PORTION OF 200' VC + P, PVI STA = 32 +57 PVI STA = 35 +25 Z M N W -j; PVI E LEV = 214.37 PVI ELEV = 215.71 F G1 -0.50% G1 = 0.50% c) c� G = 0.50% ° G2 = -1.48% : r M. W R1 � Z LO En ° Nn �r n� o 04 00 �rn nrn ° 000 + +ui +u ° +Lei +uNi °o rl o vrn REMOVE EXIST I I co + 4 + + .t .. + + ,� + of . d: sh � sf• .- LO .- V, N N .- N N M r) M M '- n N M N '- re) N M N M N M (V M N M N LO .- u) Z TYPE F AND I N M M N M N M N M M N M N M N K) N V) w N REPLACE WITH I I 0.50% TYPE A INLET Lu — — — — — — CL ? CL EXISTING GROUND TOP OF 8" CL OO PVC REW PIPE m r _ FINISHED GRADE 0 CENTERLINE I U ® CENTERLINE 7% r EX 1 `'�� G Q 0.30% -1. 1g� RC I 00 M w y 1' MIN CLR o °• °D C4 11 4-in 00 11 � O 00 KI g X ! wW A PROFI E: 32 +57 SD LATERAL PROFILE OUAIL GARDENS RIME s HORIZ �1 = 20. VERT: 1 " = 4' SCALE: HORIZ: 1" = 20' VERT: 1 " = 4' 32 33 34 35 36 Q CENTERLINE DATA CONSTRUCTION NOTES N0. RADIUS LENGTH CENTERLINE w x z CONSTRUCT 4" THICK PCC SIDEWALK PER RSD G -7. CURB DATA 3 Q. I \ BOTANICAL r- r r > g ° I �8 AS DIRECTED BY CITY, PROVIDE EXPLORATORY BORINGS N0. RADIUS LENGTH REMARK ....UAIL G, RDF, NS tr 6 TYPE G C & F- > U FOR TREE ROOTS AND TRIM ROOTS AS DIRECTED. 1 N - -- G Q °' z ''' o ° x 2 N 1'4517" E - -- 50.46 6 TYPE G C &G 257- 020 -27 � O w z N F-- a- N I CONSTRUCT MODIFIED CURB RAMP PER DETAIL ON SHEET 8. W a m v Z w X w z F N ADJUST VALVE CAN TO NEW GRADE PER SDWD STDS. W - 00 a a x ° ? w z o w I ADJUST MANHOLE TO NEW GRADE. MEDIAN CURB DATA z in z - o h 0� W O O z w _ IIDtiK'S NO. RADIUS LENGTH REMARK U a t� <i$- o o L6 Q ®� _` w w ° I x 4 N 2'53'25" - -- 194.0 6 TYPE B -1 MED CURB gw to 4 w U o - too n x ° UTILITY PEDESTAL /VAULT TO BE ABANDONED ®� ®� o g rr a °' 5 161' 1 4 46' 6 TYPE B -1 MED CURB Li o r SEE JOINT UTILITY TRENCH NOTE SHOWN ON SHEET 2 Q W �� F� o ° w� ' - w ° o u� ® " 6 18' 8'36 1 0 ' 2 6 TYPE B - 1 MED CURB F r7 z n N x U ACP WATER MAIN CONTRACTOR SHALL VERIFY DEPTH 7 ___ 6 TYPE B -1 MED CURB o w G al v + J M L0 Li z L) m Q Q Q Q � o x AND PROTECT IN PLACE W'> Z tiff' In U d' U rl N U !n M O f� U'1 OLJ0 d? fl6 C � tl M W ilk iQ $ C� t � RECLAIMED WATER LINE DATA f + M U G N wow v � i J NO. RADIUS LENGTH REMARK c0 (4 M LjZ x Pp X - -x - -x - 1 R W F, �r� F� - R/ W �t'� - - - - - -- X � RE ME A 2 — N EXIST GROUND •..' I N \ JI C &G W \ 2% FINISHED STREET GRADE Z f 1 % / l Q ATV C —r ♦ < L ♦ 1\ L 7 L O L —. L 1 L L' ♦ T T I L A S T _ E_ _ E E E E E E ° - - R/W I - R - R/W w N COMPACTED FILL TO F- SEE SHEEP 28 FOR 3 a - .�. X > 10 IRRIGATION POWER SOURCE 3.N v PROVIDE DRAINAGE OVER CURB n J of N J O f1- 04 0 N �� co ti X / N 0 o w �� SECTION C x o Q LLI - U W 1j Z o 0 I z o \ v w I o n NOT TO SCALE -ld W I J ° ac I, I \ \ F � r7 11 �– -1 Q Q( U of C4 Q fY \k (7 M I I SL3�`° , (�� M w Z CL . - V) _ (� a ICI 00 w 00 111. I v `[ W H W H t- h tY M U O (r F- o C- 4 I w� QUAD N �° PAIRII� �I Z -�• Q ROFESS,� O I r t r) a �vx P `l�y 0 V I + z' I N 257- 391 -30 r No. 8 30434 n v v O I GRAPHIC SCALE % Cn :. 20 0 20 40 T; PLAN: QUAIL GARDENS DRIVE 1 •_ 20 / ��'�A� F a SCALE: 1 " = 20' r CL CL BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: �� DRAM cHeaceD BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: IMPROVEMENT PLANS FOR DOWN 1 BELOW AC SURFACE HORIZONTAL: 1"=20' LOCATION: CENTERLINE OF ENCINITAS BLVD. ar QUAIL GARDENS ®RI Y C STATION R0458 21 +90 EC VERTICAL: 1 " =4 00 3 S I � r� , 2 �/ �,��_ 1 1 0�r� 1.�� _ /" +0® TO 35+80.45 11590 W Boma o LY. suite 100 RECORDED FROM: COUNTY BENCH LEVELS Son Diego, CA 92127 KEITH GILLFILLAN DATE a 4' _' STA 32 TEL (858N51 -6100 FAX: (858 9 -2846 SHEET 09 OF 33 -_. _ -.- .... .... ��.-. _._. -- _emu•__ ___ KEITH AVM ZDAZA CVD AZ /Z1 /AA r M N N Ln N w ALLOWA LE SEWER • ONSTRUCTION M O[S: X . w 1. CONVEN TONAL TRE INE "� II 2. PIPE RSTING 3. MICROT NNELING II EXISTING GROUND II SEE SPECI , SECTION 306 FOR DOCUMENTATION II ABOVE SEWER 140- 140 rn N w II W II w w II X N I I ;00 II w x Lu 4000 241.27LF 10" PVC 0.4% co a, N co II M rn w w PRO ILE: 10' PVC SEWE r SCALE: HORIZ: 1 °° = 20' VERT: 1" = 4' 9 11 1 2 13 ® BERM DATA \ /�, ;• :;.. , / .5 Vd NO. — IUS ENGT 6 TYPE A \ EXIST AC BERM \ 21 +57.40 0 117.28 LT 6 TYPE A 2:1 MAX (TYP) JOIN EXIST AC (143.0) CENTERLINE DATA �0 \ �� // x / \ A ELARGED PL4N / \ / / N0. IUS LENGTH REMARK \ ® AC DRIVEWAY �� O \ Z �' �F� / // ® > / 1 " 110 6 CENTERLINE -h/ - -- 1 2 N R IN O SEWER LINE DATA � a' 4 \ \ . •., .� � .. N ®, IUS LEN TH EMA 1 10 PVC 5EWER SD -5 r o� \ \ o� "*' / CONSTRUCTIO OTE w S � /� \ P \ ® CONSTRUCT 5" AC OVER NATIVE OR STRUCTURAL CUT /FILL. Z v_� \ / \ CONSTRUCT 241.79 LF \ o x / / ° / CONTRACTOR TO RELOCATE EXISTING FLOWER KIOSK O w / ° 10 °° PVC SEWER - _ - rza__ 3 0 -77 N U M. - - - OUT OF SEWER EASEMENT a 4� CONTRACTOR TO CONSTRUCT PROPOSED DWY \ VCP 8' � � �� } (ACCESS TO ENCINITAS BLVD) PRIOR TO / � `� 15' SEWER EASEME ® ,Y / / T ^ :'t`� DISRUPTING EXIST DWY (ACCESS T6 QUAIL GARDENS DR) - - - - -- - - p E 8 PVC SEW EXIST DBL —� — EXIST 66" RCP 6'X RC6 = — — _ ®® — _ — _ — — — — _ — — DRIVEWAY APRON PER JOIN EXIST C3 ®o REGIONAL STANDARDS :. '..;.. 6 AC BERM �� , �-� \ .cam \. ....; .,f, •,; •. . .• /� + / R W _ G 146.6 ® - - \ Q� r " ti <v2cry' i. ,� B 0 in EXIST AI& AC BERM ry� 0' � ® / o a S41 0 X v LO ACA ?2 ��/(/ `' \� T \ \ �(, ��° o ® b G \ 0 2 3• � / ..',,, ' � ®\ 51 ,R � J a' 'Of, v'P�jy 1 3r� : , 16' 3 F p� � REMOVE IST BERM ° N ®TEe ALL- T'HE F_X ., Ir�IG Uilt_ITIES A a l S Owrl ��<v 9 9 H �� / / � \ / AC RIVEWAY CONTRACTOR TO VE LOCATION OF EXISTING DRY UTILITIES 21+40 " V A (PACBELL, CABLE GAS, ETC.. ETC..) PRIOR TO CONSTRUCTfON ® o ®� �, \ / p AND NOTIFY NEER OF ANY CONFLICTS. NTS "• ": c^'o h� (150. \ . QRpFESS /py_ c ryhx / ^��v W Y( No. 04 m c -A `' N C �' SAWCUT & JOIN ° ®`b , �4 = +�� \ Exp. 03/31/04 EXIST PVMT 235) ` k GRAPHIC SCALE " PL 10' PVC SE VE � �' � � C15 \ 20 0 20 ao �� CIV1� �,w� a SCALE: 1" = 20° 1 " =20' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DEL3KYVED BY DRAWN BY CHECKED BY APPROVALS CrrY OF rEN INITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPRO D BY: IMPROVEMENT PLANS FOR DOWN 1 BELOW AC SURFACE HORIZONTAL: 1 =20 LOCATION: CENTERLINE OF ENCINITAS BLVD. STATION R0458 21 +90 EC VERTICAL: 1 " °4° AIL GA RDENS D R IVE COUNTY BENCH LEVELS 1950 pl S ,� / SEWE IMPROVEMENT PLAN RECORDED FROM: �" D1e�°p M 92927 KEITH Gil LFILLAN DATE �J� �n/ �� d"� ELEVATION: 146.29 FEET DATUM: NAD 29 9a www bhi°nc.c�� -2 RCE NO. 30434 EXP. 03/31/04 f SHEET 10 OF 3 1 M 150 S � W n CG N N Lo W H W N ALLOWAI 3LE SEWER MAIN ONSTRUCTION METHODS: X 1. CONVEN IONAL TRENCHLINE II 2. PIPE B RSTING 3. MICROT NNELING II EXISTING GROUND II SEE SPECI ICATIONS SECTION 306 FOR DOCUMENTATION II ABOVE SEWER II 1 -4r AV 140 M H X X II � N W W II X X w w 241.27LF 10" PVC 0.4% N to u- 130 M W v _ z n II W PRO ILE 10 " PVC SEWE SCALE: HORIZ: 1" 20' VERT: 1" = 4' g 10 11 12 13 ❑ BERM DATA NO. RADIUS LENGTH IREMARK \ EXIST AC BERM \ 21+57.40 @ 117.28 LT \ / j //� / c, 2 1 -- 7 6 TYPE A OIN EXIST 0 2:1 MAX (TYP) J AC (143.0) �3°c v / /� Q CENTERUNE DATA A ELARGED PLAN \ 58' // ' G � yj � O '% N0. RADIUS LENGTH REMA K 10 AC DRIVEWAY 1 15!40'50 `L :_ // ',-" ✓ p 110.6 CENTERLINE Q / - -- 2 CENTERLINE O SEWER LINE DATA I N0. RADIUS LENGTH REMARK 1 - -- ' 10 C SEWER DR _ / CONSTRUCTION NOTES Lo UJ rl O� C9 / / o CONSTRUCT 5" AC OVER NATIVE OR STRUCTURAL CUT /FILL. o x \ c�� T \ �/ �,fl NS B - CT21.79 LF \ o CO LL REMOVE AND DISPOSE OF THE FLOWER cn c� w - - - I 258= 130 -77 _ Y / / CONTRACTOR SHALL -- - -- v KIOSK PER A SEPARATE BID ITEM 4> CONTRACTOR TO CONSTRUCT PROPOSED DWY CCESS TO T / \ \' �� DISRUPTING EXIST (ACCESS QUAIL GARDENS DR) TO \ 15' SEW ER C EASEME / =. / E 8" .PV SEW _ EXIST DBL C �� EXIST 66" RCP —� — 6 , X — — ____ _ — - - - -- RCB a,... — — — — _ N EXIST REGIONAL STANDARDS "� _ �_: _ DRIVEWAY APRON PER 6" AC BERM h� �N �P .• �0 �O / - - - b A' / - '� �� ^ }� � � 6 x - I ` EXIST �� ry ��o v� � AC BERM Ln IT 4, � Ui 7�x47 REMOVE EXIST BERM 1 NOTE: ' ALL EXISTING UTILITIES ARE NOT SHOWN ON THIS PLAN. CONTRACTOR R/ rn *ze MIA^ SHALL POTHOLE AND VERIFY LOCATION OF EXISTING DRY UTILITIES ,� V® o v / / �f/ A AC DRIVEWA AT 21+40 o (SBC, CABLE TV, ETC..) PRIOR TO CONSTRUCTION AND NOTIFY 10 NTS ,,. THE CITY OF ANY CONFLICTS. ti�2� �� ( o PRIOR TO CONSTRUCTION OF UTILITIES ACROSS ENCINITAS BLVD., Ok 23 / ,` �� \ THE CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN FOR �� 7 g� + \ <v APPROVAL BY THE CITY. ALL WORK WITHIN ENCINITAS BLVD. MUST __�� h� (150• \ MZ e ROFESS /p o BE PERFORMED DURING OFF PEAK HOURS FROM 9:00 AM TO 3:00 PM. w �J �' �` \� q ko SIGNAL LOOP DETECTORS DAMAGED OR REMOVED DURING CONSTRUCTION o� o / ®g �� \ 0 ti WITHIN ENCINITAS BLVD. MUST BE REPLACED WITHIN 7 DAYS FROM THE TIME ��xoXO / ^� �� \\ x��ro� �� / r No. 30434 1 m o OF DAMAGE / REMOVAL IN ORDER TO AVOID CONFLICTS WITH THE TRAFFIC SAWCUT & JOIN �° 2vi� A C7 <v ^ Exp. 03/31/04 cl SIGNAL INTERCONNECT OPERATIONS ON ENCINITAS BLVD. _ ®m / 2 `V 0 wo^' EXIST PVMT 152'5 k GRAPHIC SCALE PLANS 10' PVC SUER /� 20 0 20 40, CIV�� X SCALE: 1" = 20, AIEW 5 f��T' 1 " =20' � 07F CA��F� 1 Q CL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESlcx&o BY DRAWN BY CHECKED APPROVALS CITY OI= ENCINITAS ENGINEERING DEPARTMENT DRAINING NO. DESCRIPTION:2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF N &; er RECOMMENDED BY: APPROVED BY: IMPROVEMENT PLANS FOR a DOWN V BELOW AC SURFACE HORIZONTAL 1 " =20' LOCATION: CENTERLINE OF ENCINITAS BLVD. !�tSl ° ° 2 Z � '�� ? '" / STATION 80458 21 +90 EC VERTICAL-. 1 -4 / p 3 C�UAIL GARDENS DRIVE r COUNTY BENCH LEVELS 19590 W. Boma Ct 127 1� : Saa G s RECORDED FROM � 1 (8W) KEITH GILLFILLAN D ATE `C e, ' , r , ° ". °" SEWER IMPR OVEMENT PLAN ELEVATION: 146.29 FEET DATUM: NAD 29 T E L* � M w ; bhi°nc com� -� o_ RCE NO. 30434 EXP. 03/31/04 /� / �� SHEET t0A0F 34 13+79.91M28.17' RT 15 +36.21 ®28.17' T BEGIN R WALL NO. 1B END RET WALL NO 1 B !. ° ° e a r a _r a r t r r a 8 10.67 10.7 10.67 10.67 10 , 67 12 12 10.67 12 13x33 12 13.33 r al — -- - z �J � Go co _j co ul r P N r ®� co w co ®z + o FINISHED G DE AT `n + r w BACK OF R WALL in m 148 24 17.3J` 16` 5.33° � Lo r �� ^ P r > 1 11D 13.33 14.67 9.33' 12 9.33' 12 18.67 12' 67 8' 9.33' 14.67' 67 .•A U ua r EXISTING GROUND �. AT RET WALL LOL H =6 f - CONSTRUCT RETAIN)4G - WALL LL 16 I AND FOOTING PER DETAIL SHEET 16 L k l BEGIN RSD TYPE C -3 WALL 0 EDGE OF u4 `_'° E BOX CULVERT ti EXISTI G GROUND AT R WALL LOL c q r r_; 4.67 °; _ 73.33' t 6' 10.67 13.33 1 -4.67° 13.33' 12 9.33 13.33' OPENING TO DBL 6'x6' RCB A RE AININO WALL PROFILES NO. IA AND 1E, ..a; . 9 9 STA 11+04.43 TO STA 15 +35,21 DnE ET V01 D J � "., �® �z Lo CIA w> ® a ®o:: n Go J if r 16' r 32r 36' 20' 1 9.33' oz EXISTING GROUND 3 J z ® Z AT EX ISTING AROU ®D EXIST TOP OF 3 - ® sa WALL LU '' 00 r + i n to 0 _8.5- 8 9 29 18 16 96 97 r rl co 33: 20 97 20' 12 20' r"W n FINISHED GRADE O) o r r AT RET WALL L0I oa- of co AT RET WALL LOL ° r CONSTRUCT 8 RET KING WALL AND rl FOOTING PER DETAI SHEET 16 0 Go ` � H =8 to v, n� a 9 6 w� to C4 0 CL T 0) cli to to CONSTRUCT 11' RETAINING WALL AND •- FOOTING PER DETAIL SHEET 16 Do r� 44- . � FIN S D G � 'ra a AT RET WALL LOL 0 r n 6 6 9 18 18 18 18 21.5 1O 16 15.33 15.33 14.67 14 13.33 12.6 12,67 a a r r e r r a a r r r r Y a s r ` - n _Ln in r' 16 0 �r r r. Q ROFESSia 18° 18' 16' 18' 18' 15' s ® ETA NING WALL PROFILES NO. 2A 2B AND 2C 11 STA 14 +00.00 TO 15 +35.95 � NI REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK PLANS PREPARED BY: DESIGNED BY D9iAwN Br CHECKED By APPROVALS �r OF '�►$ ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2 BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP ED BY: IMPROVEMENT PLANS FOR DOWN 1 BELOW AC SURFACE ._ r �� l LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL: 1 -20 � / � , n �G d / UM L A D RIVE f STATION R0458 29 +90 EC VERTICAL 1 ° =4° '' l 89590 EY. B�ecro CC Suite 100 �I �� IDES COUNTY BENCH LEVELS s°° ® CA 92927 KEITH GIL.LFILLAN DAVE 2 J I �� /, ' °" 2 RECORDED FROM: 9FCa (85&59 -8900, FAX: (&58)459 -2846 SHEET 19 OF FLEVATION.146.29 F EET DATUM: NAD 29 www.bhnnc.ccm RICE NO. 30434 EXP. 03/31/04 D 13 +79.9 ®28.17' RT 4 15+36.21 ®28.17 RT BEGIN RET WALL NO. 1B /d�T GONSTR 7�� END RET WALL NO 1 B 8' 10.67' 11 0. 7 10.67' 90.67' 10.67' 12' 12' IlOoVj 12' 1 13.33' 1 j2'_ 13.33' 00 / c; o c1x ® P r z 40 r� Lo W W ' aD N i co r P * H � W , Nol c01 r ✓7;W gy p_ yq� C6 r Pri / Go Lo co o ? + ® FINISHED GRADE AT Lo r K) w BACK OF RET WALL , Lo 148' 24' 17.3 16' 5.33 ° � to �F moo' r� �� aq °f r a6 — 16 r f J 13.33' 14.67' 9.33 12 9.33' 12' 18.67' 12 P.671 8 9.33 14.67 rz .67 * ' w U- r �- CONSTRUCT RETAINING WALL CR / AND FOOTING PER DETAIL �_ EXISTING GROUND °�' u- r ®�AT R WALE J� 4.67' — _ — — AT RET WALL OU OD 73.33' 16' 1 10.67' 1 10.67` 13.33' 14.67' 13.33' 12 1 9.33 - 1 13.33' OPENING TO DBL 6 ° x6' RCB p A RET AINING WALL PROFILES NO. 1A AND 113 11 STA 11 +04.43 TO STA 15 +36.21 0 JN to z M Z 04 J J N J OZ �' O� Lo ciw M a RET W LL 2D M + ®� SEE PROFILE + , La 0 ®� AT RIG T , 00 Z W 7.5 13.5 4.5 1 .5 34.5 16 5 15 9 RET WALL 2C ' ® m M z LINE OF SIGHT 5 SEE P OFILE J ; J N + 0 EXIST OP AT LE FT ° M J EXISTIN GROUND ® ` m OF WALL J Z 0 M • . a d LINE OF Jz ®�' ® rO � 6 .. a� us _ Lo 1 °� �� ®moo fi co a o �, KK° N N tD •. `�,.., .. ° d' O O r 00 ® + m r m • • h r r; MZ r EXISTING GROUND ® m z / r m + o , . °�• ° " vi + �r d BEHIND RET WALL 2 D. _ ... , rn 3 N n j G IN FRONT ® Z en ^ ° ° . , .� • ° M v F WALL 2D m r ? 00 po rn „� n • °° 33 20' 1 17' 20' 12' 20' ' 1 15' 3.5' 15' 13:5' 15' 13.5' 1 10.5 .. ... ., � -.„ � ,,/ ° -N , W Lo / • ' 7 7 , ----- � !" EXISTING ' GROUND Lo co ~ h ' • AT RET WALL C u- co n � � n . o lip i n /\ ^ LINE OF SIGHT ` , ct°o r n Ca n '°� 2 to .ri ° m ° • IR `.° r X00 4 12' 12' 15' 15' 30' 7.5' Sao m co °° ° n n "� • ° °. m to L6 co CC co CL FG RET AWALL LOL ° r �� MIL I - m r � W a^ f_ vi FINISHED GRADE 12 13.5 1 lits vvi AT R WALL LOL o °� `.° u n eEi's /sQo' //P!G W�C� i o Lo r 16 16.5' 18.0' 1 5' 91 �� r o ul ) 0 4 Zf3 o Q�pFESS /p nj . �� P , - -( Vi c^ r t 18' 18' 18' 18' 1 18' 15' r No. 30434 v 7 x 6 T clv1A' @ �� ,err '!,l!/AE' Gt�'/{ee.. A?A Of CPL ®� L 'S ry REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE PLANS PREPARED BY: De eo BY DRAWN BY CH ECK FD DRAWING NO. APPROVALS N /4$ ENGINEERING DEPARTMENT cn NF-W SH_ 91� Re P LAc _ > 4A AAd 4 22 o DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: IMPROVEMENT PLANS FOR S DOWN 1 BELOW AC SURFACE HORIZONTAL: 1 " =20' � AL GA DRI i SHOE° \1 � LOCATION; CENTERLINE OF ENCINITAS BLVD. RCE N0. 30434 EXP. 03/31/04 •® STATION R0458 21 +90 EC VERTICAL: 1 " =4' PP590 W. Bema CL S"tte Poo I X/ 2/ 6 u � r - x RETAI �pp ®fig p p� RECORDED FROM: COUNTY BENCH LEVELS San 61 p CA 92427 KEITH GILLFILLAN DATE 41 ZZI 4 3 4 i 2..°[ lG I� I��1I1 I ALL I 11 I� ES ELEVATION: 1.29 FEET _DATUM: NAD 29 1EL (858 www. bh i inc.c o m o58�05P -SStS WWW.bhIBP9G.COP11 SHEET 11 46 01 3i$ N. N -� J co 0 1_ o V)z + ,° n� X or, w rn z m w o✓ n n M 18.67' 4.67' 14.67` 14.67' 13.33 13.33' 13.33' 12' 12 12' 12' 12' 9.33' i w o � zz in Nm� NW 180 O i0 io tq n m 24.67 . IO 80, 26.67' 1 20' 1 36' to M O t® . M / to Lo r ^ u- r '? GRADE TO DRAIN 0 BACK OF � o o WALL WITH MINIMAL DISTURBANCE to co to r l M ° o, ~° o EXISTI G GROUND N o N o M o M c '� o AT R WALL LOL N N FINISHED GRADE co r u _ n N - AT BACK OF RET WALL ° o o ^ ,� o n _ _ o FINISHED GRADE o a o- rn mom o cO 67' 6. T EXISTING GROUND 6. b.33' AT RET WALL LOL 22' 21.33' 5 12' 12' 8 1 _ 8, 8.67' N A RETAINING ALL PROFIL 0.3 CD 12 STA 17+38.00 TO" STA 19 +00.83 u- o Ili I °' M L6 .- 01 22.67 12' 33' 41, 31 32 3c, z II B RETAINING WALL PROFILE "NO. 4 12 STA 22 +76.50 TO STA 24 +74.5 At J J 03 03 it r ` J C 00 00 coW cq q CL P7 F o.w °' 4J Lo t- � i� �, + � + 0 FINISH GRADE + o It 10- m +n AT BACK F RET WALL co z Cj 6!h Z 0 Z ®. Z ®. Z • j ! I D I I D I f a -Lo a In a 0 a ! 23.3 2.67 21.33 20 18.6 8 MJ �J M-1 ' dM'� C)J (TYP) �. FINISHED GRADE ZZ o N Q N s( AT BACK OF RET WALL N d N Q N W co 3 ® O xN :�E. � 22.84' 30.67' 29.33 39.00' 2.67' o N s N l 5.33 ® N o 4.67 rn � w o o N wi AD �i 3.33 1N N N m N N N / N ® 4' co r N rl N E- O N 01.73TW 201.52TW EXIST GROUND /o n z 3.33 n o o N 200.86TW 20 . 7TW o Cl o AT RET WALL LOL .} W cq � N N 200.19TW 200.40 N 71 r "� 3 3333 Lo 00 198.86TW 199.07TW m rn r EXIST GROUND 198.19TW 198 40 V� F- ^ ^ I 3.33 rn co AT R WALL LO 197.52TW f$T7fiTPtF- F- Cl � 0) 3.33 N r" FINISH GRADE u- 196.86TW 197 4 � `� m AT RET WALL LOL 196.19TW 196.4 TW o ''- �-- u- 195.52TW 195.73TW N of N 19507TW u- ,� ®' " . "'� ,n a , l Lo u - 194.86TW s- a` Ni _ ri- ° . -'l 194.19TW 94.40TW 1!1 N 0) �y � . 0) CD F- - °' 193.52TW 19 .73TW clii N 192.86TW 193. 7TW h 6 '� 0) °' m °- 192.19 19 .4 ® / cq LL / 9.51' rn o L 2 � 67' 5:33' w rn tL 2.6T vi -1 rl Al r _4. 3.33` 5.33' 1 958' 44,92' 12' 8' S 32 2533 24 24' 32.33' 67 8' 121 8! 1 C D ETAINING WALL PROFILE NO. N AINING WALL PROFILE NO 12 STA 24 +35.17 TO STA 25 +41.51 12 STA 25 +56.49 TO 57,A 26 +67.93 0 0 Q RpFESS /p F� P 3146 o �c =' Y 30 34 z z 0 x : clv\ � 0 I 0 a s Q' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DES131ED By DRAwN By CHECKED BY APPROVALS Or rY ®F ENCi'N AS ENGINEERING DEPARTMENT DRAWING NO. N In WALLS 4 A B G D DESCRIPTION: 2" BRASS DISC r DOWN 1 BELOW AC SURFACE " PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVE BY: IMPROVEMENT PLANS FOR z HORIZONTAL: 1 �' AS -13UlG STATION R0458 21 +90 EC VERTICAL LOCATION: CENTERLINE OF ENCINITAS BLVD. " J /2 `/ ��/ 1 ,1 / UAIL GARDENS DRIVE n . L 1 =4 �'f I ! ` _ 11590 W. Boma o Ct. Suite IOD RECORDED FROM. COUNTY BENCH LEVELS Soo Diego, CA 92127 " � *" : (B RETA INING WALL PROFILE 11x 5W)451- 6100 (856)451 -2846 KEITH GILL DATE r P s r r ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RICE N0. 30434 EXP. 03/31 /04 SHEET 12 OF 33 OrRT D1 Sr �� \� 7 ` JOIN EXIST. wAY - / // / " \ BROW DITCH OD n 3: La 3 p ~ ~ p'z.. \ ,A l \ n " " W n " ti T " coo n oL-w — - I 78 RELOCATE BACKFLOW —T - I 2 ° o / C \ OUT Of NEW SLOPE �N _ PU0 R A T PROT _ECT EXIST PALM zcr¢. R I TREES - o w- / JOIN EXISTING RET WALL- (GRAD �� 1 �y \5� I - _ 4 _ ' SWALE PROTECT X ST PALM J 11 4 gZ I �0 \N O ��0 TREES x / ( BC 1 9 <� -- r �' 'Cl � 75— /"� R 10 4 1 2:1 I p XI T W x \ (1 C EC G E E K EYSTONE BLOCKS IN I \ CONSTRUCT ADDITIONAL / 42 KE EAR EN (GRADED) SWALE -170 — 1 7 KIND TO MEET NEW GRADE - 0 EING IN BA K 0 A < X S C SAWCUT LINE / I L ER RSD D -7 6 1.5 FROM EX RAMP ( / C- JOIN EXIST PVMT ` REMOVE EX. in .n 151.6u o h _ _ " E FENCE (100 FT.) � \� `d\ ° _ � _-- - - - - -- -- -- - - 1 5 I � - �- - GB FL RET WALL rq O a � � ar - 151.54:. FL - " PROTECT EXIST RAMP ID ^ i " I r / / 4� �� L1A MODIFIED 0 w ci x bb" - SH O =E 4 - -� TYPE B -1 INLET A o � I � - (� 7 4 / 0 J w I - � - - - --- An-- - - - - - - �°° -- 3) SAWCUT & JOIN L - -- - -- - - -- - - - - - - Ld - - -- �tn - -- - - -- - - ®- - EXIS PVMT (743 _ - - _ - -- = - -- -- ------- - - - - -- -- -- - - ---- - - - --- - -_ - - - - - -- -- - - - - -- _ - � a w N _ / _ �,a CO N STRUCTION --I 4 MODIFIED E -1 INLET AT 13 +8 p / SCALE: 1"=10' - 7 11111 1 11 1 11 1 DRIVEWAY AT 15 +24.90 2 DRIVEWAY AT 13 +54 - NEW FENCE A � � - 13 SCALE: 1 " =10' 13 SCALE: 1 " =10' 6" 6 . 12 °' X MIN. , / 2:1 SLOPE I��I 2:1 SLOPE 12" Jz 3" 2500 PSI, AIR PLACED R co ; i io ci - / EXISTING CONC. W/ 1 1/2" x 1 1/2" N + o GROUND 17 GAGE STUCCO NETTING Q + II REMOVE (51 LF) EXIST 33 LF 01 N C4 C4 WO FEN CE OJ?. _ n 8 LF, — — - ^ _ — — — - SECTION SECTION. C C - NOT TO SCALE x MOM NOT TO SCALE L - _ 4; 12" / I M J 12 D ° 12 a o¢ 1 i It Q 7 _j �3 U-) 3:: o i l N o ,Z i 2 - R Z w 20 B ��p 82 + 0 88 3 20 LF ± Z / + ` /W J I w Lq z EXIST EP 18 1 / N w ° z PG a w w m Z Co � 0 0 36 Lr + c9 40 LF Q ( tyro f -12" ww ® oow / o r85Nm �O 60 3' MIN m 00 a w w EXIST WALL �� RELOCATED DECORATIVE WALL ci � + 7 >9 m J TEMP. CONSTRUCTION 2 MAX (8X6X16 SLUMP BLOCK) C3 + 0 O1 w I / \N EASEMENT 2% PER RSD C -2, 3'-8" CRITERIA + Z °' -¢ 7 >8 _j I r8 �o ,G OI / EXISTING c" o / /^ Z I / 4 GA O �� O \ N 28 LF GROUND L10 U_z 7 >j no \ / O7 w Co 83 F`o 0 SAWCUT & JOIN Cv1 u_ 7 >S 1>8 I / 52 LF E XIS T PVM Or F¢ pay r >4 SAWCUT & JOIN 782 y SECTIO D — D \ EXIST. PVMT - TEMP. CONSTRUCTION NOT TO SCALE iU 0 SAWCUT &JOIN �� 0 / EASEMENT y > � EX IST PVMT � S� 6 TEMP. CONSTRUCTION A J J EASEMENT NOTE: X 81 5� TEMP. CONSTRUCTION �� ,. �, 1. DECORATIVE WALL SHALL BE SLUMP BLOCK PAINTED WHITE. EASEMENT SAWCUT & JOIN 3' MINIMUM HEIGHTH ON SIDEWALK SIDE. �raLOFESS {8 EXIST PVMT 2 CD �3J qty® �EA,p�` 2. END COLUMNS SHALL BE 2'X2'X6' AT SIDE OF DRIVEWAY ENTRANCE. y � p s No 2 Exp 9577 � '�,� _ 3. WALL SHALL BE TRANSITIONED TO COLUMNS IN THE SAME MANNER AS PRESENTLY EXIST. .3/31 /07 CONSTRUCTION NOTES 4. WALL SHALL BE CAPPED WITH RED BRICKS TO MATCH PORTIONS OF �oQROFESS1pl C9VIL 3 DRIVEWAYS T 19 +4 20+32 A D 1 +12 CON5TRUCT 6 vJATF.R M AIN. PLUG A X.W. L `JG -` WALL NOT TO BE REMOVED. 7 , 0 CONSTRUCT 5" AC OVER NATIVE. CON5 CAL 13 SCALE: 1 " =10' =' r 30434 z n TRUCT K SEWER MAIN. PLUG AT K.O.V1, L= 31"t 5. COLUMN LIGHT FIXTURES SHALL BE SALVAGED AND REINSTALLED ON w INSTALL 6' CHAIN LINK FENCE PER RSD M -6. � ��,,;�;� (j��f x .2.p% . hJSTALL SEtiL'FR CILEAOuT PEP, Sf>R 5 -3 AT ENG NEW END COLUMNS. ' A"I" / S =Iq."� 4 REMOVE AND RECONSTRUCT EXIST DECORATIVE WALL, c�� \� END COLU WAYN A• PAbCO DATE 3 lG;v�TCR C1 24° RCF PL1i6 K.C).W. L=I t 8c MISC FIXTURES IN KIND 12" BEHIND NEW R/W LINE. ST CIV�@ r L REMOVE AND RECONSTRUCT EXIST DECORATIVE WALL TO MEET ENGINEER OF WORK FOR RE\/1510N5 Q � �' NEW GRADE. NEW WALL HEIGHT EQUALS OLD WALL HEIGHT. SEE PAGES 3, 4 1 6 13. REVISIONS APPROVED DATE REFERENCES " '- NC ARK' ., SCALE PLANS PREPARED BY: DESIGNED BY DRAWN BY CHECK BY APPROVALS ENGINEERING DEPARTMENT DRAWING NO. Z, I pW,r-.(Z r,TGRA' DRAIN ACS DESCRIPTION:2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVES BY: IMPROVEMENT PLANS FOR r . DOWN 1 BELOW AC SURFACE "_ ^' "; ��' DR IVE - HORIZONTAL:1 -20 1 0 . /� �. �� - r � j � , �,�6Z - -- UAIL GA i LOCATION: CENTERLINE OF ENCINITAS BL VD. / Sl -� _ _ - STATION Ro456 2, +90 EC VERTICAL: 1 =4� DRIVEWAY ND ISCELLANEOUS ETAIL — 11590 W. BemarcT0 ct. Suite 100 - COUNTY BENCH LEVELS _ son orey�o, ca szfz� EITH GILLFILLAN G DATE A(;r p� - �?, a' S�D�. RECORDED FROM: _ (e5e)a51 -s1 hi Fax: (ase)asf -teas / - - - - -+ - - SHEET 13 Of 33 ELEVATION: 146.29 FEET _ DATUM: NAD 29 www.bhiinacom RCE N0. 30434 EXP. 03/31/04 R/W _ R/W 0.29' T 0 29'- T 13' VC l 0 R W I G1 2 00% 010 50% 10' VC 10' V 0 47' LT =-17.23% d217.57% G1 =- 17:579 G1 =3.21 G2 =- 9.65% G2 =15.6 % o -u.) ® in ° its 0 VC I _ 94 DWY r� r z 10 I G 20 VC G -14 DWY of r N M G1 -- 17.23% N M °o G1 =2.00% _ G2 =- 15.60% o FINISHED DWY � 0 °,� FINISHED DWY 1- h G2= -5.52% z GRADE , -' GRADE r p, 'Lo ui -G 14 DWY co 04 t 00 0 to co to 4-17 57 n r EXISTING EXISTING GROUND - EXISTING I I GROUND GROUND IFINISHE D DWY GRADE —140— 1170 —170 A PROFILE: 11+15' DRIVEWA " a PROFIL :13+54 DRIVEWAY c PROFIL =19+46 DRIVEWA 14 SCALE: _ 14 SCALE: HORIZ: 1" =' 10' HORIZ: 1" = 10' 14 SCALE VERT: 1" = 4' VERT: 1" = 4' HO VERT: 1 RIZ: 1" = 10' = 4' -- — 10' VC R/W G1 =- 11.62% 28' RT _ G27.82% R/W 10' VC 0 28' RT G1 =2.009 z R tW IG2 =- 11.62% - o ®2 ' RT n co Ln 2n o; w i 10 VC 10' VC + M 1 00 1 VC G1 -2.00% G1 =- 13.39% o - +00 � o G2= -6.24% U,) o G1 0.50% G2 =- 13.39% `n G -14 DWY N r IG2; - 19.21% ¢ ®; ce co ac Go Im 00 Lo G -14 DWY G-14 DWY_a rn °M °0 Lo N o -11 2g ® °n . cd ra FINISHED DWY . co = oo I -6 GRADE " ; M ao Lo I X82 c3 I, FINISHED DWY a_ rn rl FINISHED DWY °13 GRADE GRADE - 9� (6 EXISTING GROUND -- \ 0 180 -194' ® GROUND \\ EXISTING \ GROUND co co >� a PROFI 2-F D RIVEWA Y E PROFILE: - 20-1-32° DRIVEW ( E F PROFILE: 21-12 RIVEWAY SCALE: 14 SCALE: SCALE: HORIZ: 1" 10' HORIZ: 1" = 10' HORIZ: 1" = 1 ' e � ®FESS, .' rn Exp 03/31 /04 s? C I V aF c►a... REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESONED BY DRAWN BY CHECKED BY APPROVALS Q� NCI S ENGINEERING DEPARTMENT DRAWING P DESCRIPTION:2' BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: IMPROVEMENT PLANS FOR DOWN 1 BELOW AC SURFACE „ LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL: 1 =10 STATION R0458 21 +90 EC VERTICAL- 1 =4 99580 W. _ r , f- O��I® GA RDENS �R C8. 12 7 900 -- RECORDED FROM: COUNTY BENCH LEVELS s°°° c4 92927 KEITH GILLFILLAN ` DATE r - D RIVEW AY PROFIL _ ELEVATION: 146.29 FEET DATUM: NAD 29 m ww bhii cc.c �� - �� RCE NO. 30434 EXP. 03/31/04 �� 1 _ SHEET 14 01- z� wV) -. o W cl Ld ` ( >y *z o 83 +o n \ R/W 0 33.8' RT ` EXISTING ` a GROUND I 20 VC 1 =0.509 lvv 220 160 ` R /VV y m 9a �� FINISHED D 10' VC cz LO GRA E G7 =10.009 v a G2= 19.309 ` - ) N N "a ca d N o �o I I N FINISHED DlNY + Lo o r \ ` -2.00% 0.509 ` GRADE u> G -14 D \ I` �\ 150 EXI TING 1+50 1+00 0+50 0+00 - GROUND �� o N y A PROFILE: 13+ DRIVEWAY PROFILE: MAYS HOLLOW, 15 SCALE: 15 SCALE: HORIZ: 1" = 10' HORIZ: 1" 10' VERT: 1 " = 4' VERT: 1 " = 4' 10' VC r G1 =0.509 v m J uj G2 =- 25.599 00 z LO 04 o w w G -14 DYN r o z� �! o FlNISH D GRADE ABOVE N a s- t C4 ®r o N c� to STORM DRAIN of N 1 ` / ° a Q ° R ° !1 :) ¢ 0.59 M N - e - ( 4 n FINISHED DWY I 7,51 I ` GRADE a I S� 5 VC CONIC DITCH EX IST v ` / G1 =- 25.599 F \ - -- G2 =- 2.029 v� ✓/ 9g — - 147.0 FL ;� of LO 8.68 F - 18" n 0) _ cif LL RCP 7.729 0— co 'n �� ``' EXISTING _ o eF c o " - - - S _2_o?%Z - - N GROUND A inn Ln. - o cv _r CA a 0 0 - 03 M - N c PROFILE 13 TEL ® PRO ILE :13$88 s9D LA RAL E PROF ILE- 25+50 DRIVEW Q �oFESSr 15 S LE: 15 SCALE: " 15 HORIZ: LE = 10' h F® a Gi (Cr� c a HORIZ: 1" " = 20 HORIZ: 1 =' 20` „_ 4' `�' �� o. a VERT: 1 4 VERT: 1 "= 4 VERT: 1- - 30434 o N c\ �' o -.. - - Exp. p3f31 /04...., O OF c�L�F c� u� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESONED BY DRAWN BY CHECKED BY APPROVALS OrrY CW ENCINMAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2' BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDS BY: APPROVED BY: IMPROVEMENT PLANS FOR DOWN 1 BELOW! AC SURFACE HORIZONTAL: SEE PLAN Ln LOCATION: CENTERLINE OF ENCINITAS BLVD. r1� n„ An_ -- `�.. - - -- UIL g� I� _ -- _ STATION R0458 21 +90 EC VERTICAL 1' =4' __ 115@0 W. 4ft mQ. te 100 / COUNTY BENCH LEVELS DRIVEWAY A STORM RAID FR FIL ES RECORDED FROM: m (9_B s� Q(yssr- KEITH GILLFILLAN DATE U E ? °' ? _- vn 146.29 FEET nATUM: NAD 29 www.bhiinc.com RICE NO. 30434 EXP. 03/31/04 SHEET 15 OF 33 n r- f D ESIGN I T E I MORTAR CAP MASONRY: F = 500 psi f m = 1,500 psi - -- n = 26 Of CONCRETE: F = 1,000 psi U) 0 f'c = 2,500 psi Y n = 10 U m m 2" CLR TYP MORTAR: TYPE M OR TYPE S (1,800 psi) 0 0 Lq GROUT: 2,000 psi Q w R EINFORCING: fy = 40,000 psi (GRADE 40) ` x F = 20,000 psi # 0 16 z_ SOIL: EFP = 35 pcf (LEVEL SLOPE) J EFP = 55 pcf (2:1 SLOPE) 00 GROUT FILLET Q ALLOWABLE BEARING = 2,000 psf +- 500 psf /ft DEPTH C 3,000 psf ® = ALLOWABLE PASSIVE = 350 pcf FOR FENCE CONNECTION - SEE "POST POCKET DETAIL" MORTAR CAP FRICTION, u = 0.33 (CONCRETE TO SOIL) FRICTION, u = 0.54 (SOIL TO SOIL) w e SURCHARGE LOADING = 75 psf (6' -0" WALL ONLY) FINISH GRADE \r \ \ / \ \i\ / \ \i \ \r0 \r \ \r \ \j \ \/\ r e 0Q ® I ® r \ \COMPACTED FILL —j —� /v / / / /iv v v y v y �/ 6" MIN Q �� r \ \ / / \ \ / / \ \ / /� \ / / \ \ /\� \// _ 3: oc #6 @ 16 r \ / / / / � / i OVER LAP m I (11' WALL ONLY) . . —� z -x �.: ..:. .I RETAINING WALL G E N ERAL TES. X FILTER FABRIC ENVELOPE (MIRAFI 140N - -� GROUT FILLET OR OWNER APPROVED EQUIVALENT) I I 1. SPECIAL INSPECTION IS REQUIRED FOR ALL WALLS. X 1'-0" MIN --� 2. ALL BLOCK BELOW GRADE OR RETAINING SOIL SHALL BE 2" CLR TYP X z 9 I GROUTED SOLID. BLOCK ABOVE GRADE SHALL BE GROUTED i = 00 0 "THOROSEAL" WATERPROOFING OR IN CELLS WITH HORIZONTAL OR VERTICAL REINFORCING ONLY. # 8 ° " m OWNER APPROVED EQUIVALENT 6 0 0 z � o 3. BACKFILL MATERIAL SHALL BE COMPACTED TO 90% DENSITY ? w #4 @ 16 Y O (MIN) PERFORATED AND SHALL BE INSPECTED AND APPROVED BY THE PROJECT cn m o FOR WATERPROOFING AND DRAINAGE 3 4" T O 1 -1 2" 6 PVC PIPE (SCH 40 OR / / p ) SOILS ENGINEER. W - SEE DRAINAGE DETAIL \� CLEAN GRAVEL EQUIVALENT WITH p o J ° "A" BARS -� I PERFORATIONS ORENATED 4. FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED ° m � m �' C DOWN. MIN 1% GRADIENT BY THE PROJECT SOILS ENGINEER PRIOR TO PLACEMENT OF ^f 4 -2 FOOTING TO SUITABLE OUTLET REINFORCING STEEL OR CONCRETE. �P X 5. THE FOOTING CONCRETE SHALL BE POURED r04 8 AGAINST EXISTING BOX CULVERT. 00 x 00 x FINISH GRADE 6. PROVIDE THOROSEAL WATERPROOFING OR OWNER N # "B" BARS #4 - -- EQUIVALENT 1 - 0 BACK FACE OF RETAINED PORTION OF WALLS. TOTAL 6 -._ � - i 7. WHEN ONE CONTINUOUS REINFORCING BAR CANNOT BE USED, — #5 ® 18" MAX -- 11 A LAP SPLICE OF 40 -BAR DIAMETERS IS REQUIRED. 2" CLR w EXISTING -- — 6x -- -- - - - -- - -- SU MMARY F 6 " BARS #5 • � BOX CULVERT 6" MIN #5 1 DRILL AND �RAIA[� DETAILS INSPE BOND DOWEL c� U IN 5" DEEP 3" CLR HOLE ® 12 3/4 = I -0 1. SPECIAL INSPECTION FOR MASONRY CONSTRUCTION IS REQUIRED. 5' -0" 2. VERIFY SOIL CONDITIONS ARE SUBSTANTIALLY IN # TOT 2 - 1' - 6' T SAND BLAST TOP OF BOX CULVERT VERTICAL JOINTS TERMINATE 1/2 OF HORIZONTAL CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. TO PROVIDE CLEAN ROUGHENED REINFORCING AT CONTROL JOINTS 3. VERIFY FOUNDATION EXCAVATIONS EXTEND TO PROPER DEPTH �-. W SURFACE FOR NEW FOOTING AND BEARING STRATA. 4. PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, 99 9 99 RELATIVE DENSITY (SOIL COMPACTED TO A MINIMUM 90% DENSITY) AND BEARING VALUES. WALL I TYP� " LL T� 5. A CERTIFICATE OF SATISFACTORY COMPLIANCE OF WORK RAKE JOINT 1" ON BOTH SIDES OF WALL REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND 1' -O" 3/4" = I' -0" AND INSTALL SILICONE CAULKING SUBMITTED TO THE FIELD INSPECTION DIVISION. (COLOR TO MATCH WALL) CONTROL JOINTS SOIL NO AT 32' -0" MAX INTERVAL FENCE POST o z 1. REPORT ENTITLED "LIMITED GEOTECHNICAL INVESTIGATION, 8' -0" MAX m 5i PROPOSED QUAIL GARDENS DRIVE WIDENING, ENCINITAS, (BY OTHERS) w TERMINATE HORIZONTAL REINFORCING CALIFORNIA." PREPARED BY LEIGHTON AND ASSOCIATES, 2 _ #3 AT EXPANSION JOINTS 3934 MURPHY CANYON ROAD, #8205, SAN DIEGO, (1 EACH SIDE) CALIFORNIA, 9213 -4425, (619) 292 -8030, PROJECT NO. ® 040105 -001, DATED AUGUST 16, 2000. I ol I WALL FOOTING FOOTING KEY KEY KEY SILICONE CAULKING TO 1/4" PREMOLDED SETBACK » ,> „ » » >_ 1 MINIMUM DEPTH EXPANSION JOINT FILLER HEIGHT WIDTH DEPTH WIDTH DEPTH LOCATION A BARS B BARS C BARS C H W F M G T (COLOR TO MATCH WALL) 11' -0" 8' -9" 1' -6" 2' - 6" V -6" 2' -6" 4' -0" #7 @ 8 #7 © 8 #5 @ 8 EXPANSION JOINTS w 8' -0" 5' -6" 1' -3" 2 ° -0" 1' -6" 2' -0" 1 ° -3" # ® 16 # ® 16 #4 16 w AT 96' -0" MAX INTERVAL ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) z POST POCKET DETAIL RETAN L JOINT ET IL z 1 — 1 —0 11 q 1 , -0„ 0 Zr7 OI (n � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE P L ' APPROVALS C ITY OF E= N C I N ITS, ENGINEERING DEPARTMENT DRAWING NO. w 00 � � � J. OLIN E. H OTEN LI SANF RD f r M ,.0 <°% T WELL MONUMENT. U � noes• N. Sanfo VaSION OF RECOMMENDED BY: APPROVED B , RETAINING WALL DETA9LS FOR DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UiV — STA. 64 +24 EL CAMWO REAL HORIZONTAL: AS SHOWN " /; i q n - -- -- — LOCATION: Na 49671 DATE: f w BY: AA /y .. — _ DY: � //�_ . M L G AR DE N S 0 3 8 - S l w z _ SIMON WONG ENGINEERING l C P r W RECORDED FROM: S CO VERTICAL VERTICAL: _ SHOWN E.P. 9 - 30 - 04 �� ar _ 49671 DATE: A 0 DATE: ,.'S �r ° ZZ _ CONTROL PAGE 105 9966 Hibert Street, Suite 202 r, coot p R.C.E. N0: z W Son Diego, CA 92131 (658) 566 -3113 rk � e ,,, ANDREW N. SANFORD _,/� < z EXP: 8/30 ELEVATION: 120.20 DATUM: __ S•L• Job No. 500 -402 REGISTERED CIVIL ENGINEER /0 _ RETAINING WALL DETAILS N ®° 1 SHEF_T �� OF 33 w a QUAIL— W1.DWG 1131102 PLACEMENT O EQUIPMENT SCHEDULE CURB CONSTRUCTION NOTES DETECTOR ASSIGNMENTS STANDARD SIGNAL MOUNTING AND PLACEMENT ®RED ARROW, YELLOW ARROW, GREEN ARROW l 'i DETECTOR SLOT FIELD DIMENSIONS / 8 MAS �3 ® NUMBER NUMBER TERMINALS FURNISH AND INSTALL NEW MODEL 332 ALUMINUM CABINET. RE LOC. REMARKS / _ ® PHASE -USE MASTARM VEHICLE PEDESTRIAN ® 5- SECTION HEAD (PER CALTRANS STANDARDS) �/ EXISTING MODEL 170 CONTROLLER ASSEMBLY AND EQUIPMENT AT SAME LOCATION. TYPE B. E. C. i l� C R ;l 1 2 12U T2 -5 & 6 o/ I : SIG. LUM. POLE MASTARM SIGNAL PPB / c > THE CABINET SHALL BE EQUIPPED WITH BEST LOCKS. ALL EQUIPMENT SHALL BE ON M '1 ® ``- THE CURRENT STATE OF CALIFORNIA "QUALIFIED PRODUCTS LIST 2 2 12L T2 -7 & 8 SV - - 182&07 MAS 02 SP -2 -T 0 8P 250W HPS ® ®� ® )� __ 3 2 13U T2 -9 & 10 29 -5 -80 50' 15' 19' - 4' �2P Q18P �2P " Quail Gardens Dr „ MAST ARM MOUNTED SIGNS ® I f`' 2 EXISTING TYPE III SIGNAL AND LIGHTING SERVICE TO REMAIN. ® 4 2 14 5 2 14L L T4 - & 4 T4 -1 & 2 SV - - Ql8 t0 MAS �5 ® "Westlake St" I(I, _ I h' _ _ iYl� ' _ 6 5 J1U T3 - 1 & 2 SV - - MAS 04 SP 1 T 250W HIPS ® ® ® f) I ® RE -USE EXISTING EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT (3M OPTICOM). 7 5 L T3 -3 & 4 26 -4 -80 40 15 20 8.5 04 MAS - "Encinitas Blvd" R73 -3 R73 -2 Y '� MOUNTING HARDWARE AND CABLE SHALL BE FURNISHED BY CONTRACTOR. �7 ® �4P \ r 1 T 0 8 4 0 16U T4 -9 & 10 MOUNT ON POLE TOPS AS SHOWN. 1V -1 -T SP -1 -T �4P NO U TURN © I j' �II " ° 9 16L T4-11 & 12 '® „ 10 4 17U T6 -1 & 2 C 1 -A(1 0 ° ) - 25 - 4' _ - ® INSTALL MAST ARM MOUNTED SIGN. MOUNTING DETAIL ESn 6T, DETAIL U , 1 7 J5U T5 -5 & 6 Q11 ® �2P2P POLE ©& ® POLE O& O �f' ,R I STANDARD PLANS. SIGN TYPE AS NOTED ON PLAN. SEE MAST ARM \ I' 4 MOUNTED SIGN" DETAIL THIS SHEET. X 12 7 J5L T5 -7 & 8 I 2 SV -2T$ MAS 06 SP -1 -T � 250W " S. 15 6 J3U HIPS 3 q 13 6 J2U T3 -5 & 6 5 12 0 I, I ® INSTALL INTERNALLY ILLUMINATED DUAL FACED SIGN. USE 3M VIP WITH TRANSLUCENT 29 -5 -80 55' 15 - 0' 8.5' Q13 &OLA MAS 01 ® 06P <— Quail Gardens Dr" � i `` 14 6 J3U T3 -9 & 10 T3 -7 & 8 D , , ® J,;..r ® ® "Westlake St --> L �/ 2 ,� ® ®/ SHEETING. SEE EQUIPMENT SCHEDULE FOR LEGEND. USE UPPER AND LOWER CASE L ® CONTRACTOR SHALL INSTALL NEW 2" CONDUIT AND PULL ROPE IN THE 16 6 J3L T3 -11 & 12 E 1-A - - EXI - EXIST - T APT 06P EXISTING STANDARD © 11 ® UTILITY TRENCH F QUAIL GARDENS DRIVE TO THE PROPOSED TRAFFIC 17 6 J4U T5 -1 & 2 SIGNAL CONTROLLER CABINET AT THE QUAIL GARDENS DRIVE /SOUTH MESA, . 18 6 J4L T5 -3 & 4 2 C., 2 -DLC, PULL ROPE 3 2 &S EVPE INTERSECTION. SPACE No. 5 PULL BOXES 400' (MAX) APART. 19 1 11 U T2 -1 & 2 t S ® p °, " 21 8 J6U T5 20 1 11 L T2 -3 & 4 �, � �� -- - � � I R73 3 I. F 19 - - 0 6.5 SP 1 -T 3 SV - - MAS 08 250W HPS 4 5 13 1® ® ' 7 ABANDON EXISTING LOOP DETECTORS, INSTALL NEW TYPE E DETECTORS _ 25 15 \ 9> ® 9 & 10 08P " Q�3 &EVPE, \ AS SHOWN. Encinitas Blvd �08 \ I` - 22 8 J6L T5 -11 & 12 TV -1 -T SP -1 -T 06P�: 2P ; .. 0(4P 1 23 8 J7U E-1 & 2 G 1- A(10') - - - 0' 8.5' - - 24 05 ® 06P 3 15U � 2 C., 5 -DLC, 1 -SIC �8P ® 2 ` 2 "C., 3 -DLC, 1 -SIC BC �� ,,° 14 25 3 15L T4 -7 & 8 El 2 "C,1 = SIC *CALL DELAY - DO NOT USE CALLING DETECTORS 60' 00 � 5 � � � � 6 EXIST. 1 "C., 3 -DLC 15' 'q� 7 v ®- CC CURB _ -- — - E � - - - -- - — -�� -. - CURB I --- - -- - -- -�"- -- J /. - 1- r -_ T 1 "C.,2 DL n - 1 - - T � -�-- EX -_ - - SI �2 -- 07 Q AB a r E X IST. 2 "C., 1 C 15 3 > 14 - - AB _ _. — �� ozxl�T. — _ -- — -- -- -- �. �2 -_ -- , - - - -- 2 " C ° 1 S1C A03 ® 9�2 3> �> - S CC 2 � 02 �6y TLS - _ 5 ''~ - -- - -- 255�T0 _ STOP BAR EXISTING 2 "C., 1 SIC 15 R73 15 ® 4 STOP BAR - -- - — — —\ i 16` —�� - �1 1 i2®'',. i2®) LI y, i 3 \ ® —'— 14 ._.1 - - _ - - - - -- - - - _ _ �. —— _ �6 „ , — �- a _ n 11 t 60 T _ - \ , 06 EXIST. \16 ` R73 -2 ____ � is 0 1 AB \\ `` '-� � �'.. I __ DETECTOR ASSIGNMENTS ( CONT.) 13 6 S � - 45 r 1' -I 2 C. 06 S�6 / , - 16, �6 - - B ®IJLE 18 1I \ \ �. ®q 2P 2P 112U T8 -4 & COM6 EN�INI�AS ®l1LEVA 4P 4P 11 2L T8 -5 & COM6 E �6 - - - NCINITAS � 8P 8P 113E T8-8 & COM9 3� �' EVA 2 +5 J12U T9 -4 & COM6 STpp TO - -�- 03 5 EVB 4 +7 J13U T9 -7 & COM9 BAS - - - -- 6 I 06P 05 = -- ` �„ CURB EVC 6 +1 J12L T9 -5 & COM6 2 -- - - �6 &� 1. 55 8" 8 EXIST. ., 3 -DLC ST ®P BAR Tp EXIST. 1 C., 4 DLC `J AB 3 4 AT LOCATION A, R&S EXISTING 26A -4 -70 STANDARD AND EVD 8 J13L T9 -8 & COM9 - - -- SIGNAL 14 CURB „ ® \ _ D ® MA TARMS SPERMEQUIPMEN FURNIS SCHEDULE. AND REUSE EVPE STANDARD 14 ® FLASH - 114U T8 -10 & COM12 8 = 6P GENERAL NOTES LUMINAIRE & LMA AND 12" VEHICLE HEADS. REPLACE EXISTING 1 -1/2 C., 6 -DLC BC _ ;!��y�4 &7EVPE " �° CONDUCTOR SCHEDULE . THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL ® 4 EXISTING 8 VEHICLE HEAD WITH 12 . a \ k ! -- P CONDUIT RUN AND SIZE DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, fdi &6 EVPE " 9 R &S EXISTING T 1 -A POLE. POLE OR 1r V� A ` �� AWG SIZE H AND VERIFY ALL CONDITIONS ON THE JOB. ` 5 ® REMOVE EXISTING P.B., OR A 3" 3 3 "2 -3' EXIST EXIST EXIS CIRCUIT 212 2 2-21W 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND ; 7� 6 INSTALL #6 PULL BOX CABLE T YPE S n AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. t__ a 7 o E z 1 A 3 4 L5� k, L7� 10 MOUNT 17' ABOVE BASE PLATE. 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL 10 NO.14 CABLES POLE - A 2 2 2 2 AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. 1 0 1 1 AT LOCATION B, R &S EXISTING STANDARD. FURNISH AND C POLE - B 1 1 1 1 1 1 SEE STANDARD PLAN ES -5A AND ES -5B FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH 0 C TYPE B LEAD IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE �4 R73 -3 INSTALL NEW STANDARD AND EQUIPMENT PER N 3 0 POLE - C 1 1 1 1 1 1 1 1 3 TURNS. ECR ^ • EQUIPMENT SCHEDULE. RE -USE EXISTING EVPE, AND 12°' D N I POLE - D 1 2 1 2 2 1 2 2 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. 1 ' \ 9 { SIGNAL HEADS. U D I POLE - E 0 O 5, ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS VI ' 4` 12 AT LOCATION D R &S EXISTING 26A -4 -70 STANDARD. T C POLE - F LENSES, ALL RED AND GREEN SIGNAL INDICATORS SHALL BE LED. C A E CAUTI ®No - �\ I FURNISH AND INSTALL STANDARD AND EQUIPMENT R O 2 T POLE - G 1 1 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL \ "�' ®LE OVERHEAD \\ CURB ,RE -USE EXISTING EVPE, 12" R PER EQUIPMENT SCHEDULE BE TYPE G. PEDESTRIAN PUSHBUTTONS SHALL BE 2" DIAMETER WITH A MAXIMUM FORCE OF � T ELECTRICAL I \ VEHICLE HEADS AND LUMINAIREr, TOTAL CABLES - 3 CON / 12 CON 1 1 2 2 4 4 5 5 1 3 2 3 2 5 FOOT- POUNDS OF PRESSURE AND A MAXIMUM HEIGHT OF 42 INCHES PER ADA REQUIREMENTS. LINES I \ 13 AT LOCATION F, R &S EXISTING 17A -4 =70 STANDARD. \ 10 IISNS 0 2 2 2 2 2 2 7, GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. (TO BE REMOVED) \\ I FURNISH AND INSTALL NEW STANDARD AND EQUIPMENT ®CR EXISTING 1 "C., 10 LUMINAIRES 0 2 2 2 2 2 2 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3 INCH CONDUIT INSTALLED T 1 O THE I \ #6 AS SHOWN IN EQUIPMENT SCHEDULE. RE- , EXISTING � I EVPE AND 12" VEHICLE HEADS. 8 GROUND 1 1 1 1 1 1 1 ADJACENT NO. 5 PULL BOX. FACE OF CURB CURB \ 2 #8 \ , 6 SERVICE 0 0 0 0 0 1 1 14 : 9. THE TRAFFIC SIGNAL CONTRACTOR IS REPONSIBLE FOR THE LAYOUT AND INSTAL LATION,,FO- INSTALL NEW CONDUCTORS. ' I \ ❑ 1 LOOP 2 LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC \ POLE LOCATION DETAIL I 2 LOOP 5 5 5 5 SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. ��` ° ! � \\ � 15 INSTALL NEW SIC. NO SPLICES ALLOWED. �z - M' 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OFTHE TRAFFIC 'I' 1 ?(PE "B" DLC 3 LOOP 2 2 ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, , 10' \ I • 4 LOOP 3 3 PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND 1 1 \ S LOOP 2 2 2 2 INSTALLATION. 1 EXISTING TYPE III SERVICE PHASE DIAG LOOP 6 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL ,PARKING REMOVAL WITH AGENCY AP- 1 ° 5' ECR 1 METER #79318173 OP 2 1 PROVAL SO THAT ADVANCE NOTICE TO ADJACEN 1 0ROPERTY OWNERS CAN BE MADE BY THE TRAFFIC ENGINEERING DIVISION. I r 1 2 3 4 8 LObF? 3 3 10 CROSSWALK TOTAL " CROSSWALKS TO BE LOCATED � I I ; I � 7 7 12 20 0 5 5 9c. THE TRAFFIC SIGNAL CONTRACTOR IS PONSIBLE FOR THE REMOVAL OF ALL CONFLICT- ING STRIPING AND PAVEMENT MAR S BY SANDBLASTING. IN FIELD, APPROVED BY THE `� I --�. 2 +5 EVPE 0 1 1 1 1' 2' ENGINEER AND DISTANCES 1 L -� �— j 6+1 EVPE 10. FLASHING SIGNAL OPERATION SHALL B , ED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE RECORDED BEFORE CUTTING f opROFESSipygl y 3+8 8 EVPE 1 1 BLANK DURING FLASHING OPERATIOW LOOPS. �, H . DLCM I f �� 5 6 7 8 4 +7 EVPE 1 1 1 11. ALL TRAFFIC SIGNAL IMPROV T NO' 12 S SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING TYPE "E' BCR I j 1 a z TOTAL 0 1 2 2 1 1 1 AND STRIPING C FACE OF CURB m DETECTORS i Exp, s - - V� F-- - � ' j SIC 12PR #19 1 1 1 1 0 0 0 I U � DETECTOR LOOP AND CROSSWALK DETAIL I / � I o @�' P TOTAL CONDUCTORS / CABLES 11 18 28 38 8 17 17 400 I 1 "% F of cA��F ALL NEW CONDUCTORS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESIGNED BY DRAwM_BY _ CHECKED BY__ APPROVALS CITY OF EN CI N Il TAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC - PLANS PREPARED UNDER THE SUPERVISION OF DOWN 1 BELOW AC SURFACE RECOMMENDED BY: APPROVED BY: TRAFFIC SIGNAL MODIFICATION PLAN FOR: LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL: 1 " =20' ,: � �a_ J o p �� ENCINITAS BOULEVARD 033 STATION R0458 21 +90 EC — I y ° t ` . A �, TT..,... i r� i��._ VERTICAL: 1 " =20' e RECORDED FROM: COUNTY BENCH LEVELS 9 RICHARD CRAFTS, DATE.' g QUAIL A / TLK T 11590 W. Bernar o Ct. Suite 900 t TEL (858)459 6 FAX: 9 (85 8)451-2846 ' ' 0 0 ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RCE NO. 34512 EXP. 09/30/03 O EQUIPMENT SCHEDULE CONSTRUCTION NOTES DETECTOR ASSIGNMENTS PLACEMENT CURB DETECTOR SLOT FIELD STANDARD SIGNAL MOUNTING AND PLACEMENT 0 RED ARROW, YELLOW ARROW, GREEN ARROW // PHASE DIMENSIONS FURNISH AND INSTALL NEW MODEL 332 ALUMINUM CABINET. RE -USE NUMBER NUMBER TERMINALS LOC. PEDESTRIAN REMARKS - PER CALTRANS STANDARDS) �l' i' EXISTING MODEL 170 CONTROLLER ASSEMBLY AND EQUIPMENT AT SAME LOCATION. TYPE B. E. C. o ; / CURB' THE CABINET SHALL BE EQUIIPPED WITH BEST LOCKS. ALL EQUIPMENT SHALL BE ON 1 2 12U T2 -5 & 6 MASTARM VEHICLE 5-SECTION HEAD ( SIG. LUM. POLE MASTARM SIGNAL PPB 1 " 2 2 12L T2 -7 & 8 1 THE CURRENT STATE OF CALIFORNIA QUALIFIED PRODUCTS LIST . s 19 4 SV -2 -TB 02 & �7 MAS 0 2 SP -2 -T 03P 250W HPS ® ® 29 -5 -80 50 15 5] ® �l 3 2 13U T2 -9 & 10 - ® 1 +' ® 4 2 14 T4 -1 & 2 �8 10 MAS �5 ® �2P �8P �2P Quail Gardens Dr m-- MAST ARM MOUNTED SIGNS EXISTING TYPE III SIGNAL AND LIGHTING SERVICE TO REMAIN. 5 2 14L T4 -3 & 4 SV -1 -T ❑ ��- "Westlake St " I T3 -1 & 2 �� 11 I 6 5 1 SV -1 -T MAS �4 SP -1 -T 250W HPS 3 4 5 11 1 I RE -USE EXISTING EMERGENCY VEHICLE PRE- EMPTION EQUIPMENT (3M OPTICOM). 7 5 J1L T3 -3 & 4 26 -4 -80 40' 15' - 20' 8.5' "Encinitas Blvd" R73 -3 R73 -2 11 MOUNTING HARDWARE AND CABLE SHALL BE FURNISHED BY CONTRACTOR. Q �4 MAS 07 ® 04P 1 ® 8 4 16U T4 -9 & 10 \t MOUNT ON POLE TOPS AS SHOWN. 9 4 16L T4 -11 & 12 NO U TURN © 10 4 17U T6 -1 & 2 TV— 1 —T SP -1 —T 04F _ f INSTALL MAST ARM MOUNTED SIGN. MOUNTING DETAIL ESQ 6T, DETAIL "U ", 11 7 1 T5 -5 & 6 1 —A(1 O) - 25 — 4 �1 ® — �2P �2P POLE ©& ® POLE O & O � 0 )93 STANDARD PLANS. SIGN TYPE AS NOTED ON PLAN. SEE MAST ARM I MOUNTED SIGN" DETAIL THIS SHEET. 12 7 1 T5 -7 & 8 �� II 24 13 6 1 T3 -5 & 6 ® _ SV -2 —T8 MAS 06 SP -1 —T 250W HPS 3 4 5 12 29 -5 -80 55' 15' 0' 8.5' Q131 MAS 01 ® 06P 0 4P <-i Gardens Dr INSTALL INTERNALLY ILLUMINATED DUAL FACED SIGN. USE 3M VIP WITH TRANSLUCENT 14 6 1 T3 -7 & 8 ® ® "Westlake St —� I o I O SHEETING. SEE EQUIPMENT SCHEDULE FOR LEGEND. USE UPPER AND LOWER CASE LETTERS. 15 6 1 T3 -9 & 10 III ® © & 12 CONTRACTOR SHALL INSTALL NEW 2" CONDUIT AND PULL ROPE TO THE PROPOSED TRAFFIC 16 6 1 T3 -11 " © / 23 TP -1 —T SIGNAL CONTROLLER CABINET AT THE QUAIL GARDENS DRIVE /SOUTH MESA INTERSECTION. 17 6 1 T5 -1 & 2 E (7 j �4P — — EXIST — EXIST — 2 'C., 2- ®LC ®ULL ROPE _i_S w- ® SPACE No. 5 PULL BOXES 400' (MAX) APART. THE CONTRACTOR SHALL PROVIDE A 18 6 1 T5 -3 & 4 06P EXISTING STANDARD I r'j 51 2 &5 EVPE SEPARATE TRENCH FOR TRAFFIC SIGNAL CONDUIT PER CITY OF ENCINITAS STANDARD 19 1 H U T2 -1 & 2 SV -1 -T MAS 08 SP -1 -T 250W HPS ® ® ® 13 ® e o R73 -3 DRAWING FOR UTILITY TRENCH BACKFILL AND RESURFACING STANDARD. 20 1 11 L T2 -3 & 4 77 F 19 -4 -80 25' 15' 0' - 6.5' - 10 \ 2 25 4 08 MAS 1�3 ® 3 ABANDON EXISTING LOOP DETECTORS, INSTALL NEW TYPE "E" DETECTORS a 21 8 1 T5 -9 & 10 J�BP "Encinitas Blvd" 03 & VPE Ao8 \\ I , � AS SHOWN. 22 8 1 T5-11 &12 TV 1-T SP -1 -T 06P ® P �4P 1 2'15 -DLC, 1 -SIC 24 3 5U T4 -5 & 6 1 -A(1 01 - - - 0 8.5 05 0 - 06P 8P 2 "C., 3 -DLC, 1 -SIC BC s g 14 25 3 15L T4 -7 & 8 2 "C. 1 -SIC ®CALL DELAY - DO NOT USE CALLING DETECTORS 60 15 SC 5 0 ' 7 4 v v 6 ®� _ cc EXIST CURB' 3 -DLC - — - — - — - — - - - — - - ', 2'1 1 -SIC �� \ ®° - --- - -- - - -- - CURB g FESSio�y VEHICLE HEADS AND LUMINAIRE. EXIST 1 2 DLC — - - — - — - - — - — - -- - - -- -- "-- C - - - - - - - -- - — — - - - -- - - -- - S - -- �8P -- r _ -- - -- . ' n - - - - -- L -J �3 > 14 �� __- - -- - - ` QB AB_ EXIST. 2 -SI 7 \ ', e o !�2 AB C. 1 C 15 9(2 2 � - -- I - - -- - -- / - - -- 2 2 "C., -- -- 1 -SIC T CC �2 \ I AB — - -- EXIST. 5 �2 — — S TOP BAR - - -- - 255'" EXISTING 2 "C., 1 -SIC R73 -2 I o \ 2.. C � _- ------ - - - - -- - TCf - -- 15 \ _ - \ 5 - -�3 - -- - - -- -------- - - - - -- STOP BAR I \15 9r6 - _.:� - -- -_ - -- - - - -- =_ �� _ ® _ �5 \\ O 7 > 6 �- T � 05 - - -- - - -- - _ - -- - _- - - - - -- LI 3 ® ---- -- �- _ - - - - 14' 06 _ - - - -- -- - -- - - - -- - -- -- - - -- - -- = -- - O 9116 13,i i 16' \ R73 -2 18 \ `- —_— 45' DETECTOR ASSIGNMENTS CONT.,, 06 - - -- ` I _ 2P 2P 1120 T8 - 4 & COM6 - - - -- -- -__ -- ° ` E NCI NI TAS BO 4P 4P 112E T8 -5 & COM6 06 06 18 1 AB \ 6P 6P 11 3U T8 -7 & COM9 EN A _ _ 8P 8P 113E T8 -8 & COM9 - - - �, - - - -- - - I - - 7 1 2 XIC. 17 EVA 2 +5 J 12U T9-4 & COM6 365' - - -- - - -- � . \ - -. ST BAR � _ - _ -� - - - - -- _ �5 / 6� ` \ �3 S I OP - \ 5 EVB 4 +7 J13U T9 - 7 & _ CURB EVC 6 +1 J12L T9 -5 & COM6 k_ 255 , TO - - - _ _ AB 8 8 \\ 3 _ �6& __ EVD 8 J13L T9 -8 & COM9 STQP � - - AT LOCATION A, R &S EXISTING 26A -4 -70 STANDARD AND EXIST. 1 "C., 3 -DLC BAR 14 - - - - - OLA SIGNAL MASTARM. FURNISH AND INSTALL STANDARD AND 14 EXIST. 1'14 -DLC CURB ® \ _ 4 /' v ® MASTARMS PER EQUIPMENT SCHEDULE. RE -USE EVPE, FLASH - I14U T8 -10 & COM12 14 EXISTING 1 -1/2'1 6 -DLC BC 9 06P LUMINAIRE & LMA, AND 12" VEHICLE HEADS. REPLACE GENERAL NOTES -- \ _ � EVPE EXISTING 8 " VEHICLE HEAD WITH 12 . CONDUCTOR SCHEDULE ' - _ 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL ® 4 \ % 5 �� P CONDUIT RUN AND SIZE DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, / 0 11 EVPE 9 R &S EXISTING 7 1 -A POLE. AND VERIFY ALL CONDITIONS ON THE JOB. � � ��` \ ' E AWG SIZE H ® \\ 5 0 REMOVE EXISTING P.B., OR A POLE OR 3° 3 ° ' VY -3 "EXIST EXIST CABLE TYPE S CIRCUIT 21y��'° 2t� °' 2 w 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND i'o 6 INSTALL #6 PULL BOX I� /� A 7 AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. ° 7 E 1 2 4 L5� L6� L7� 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL - 10 MOUNT 17' ABOVE BASE PLATE. AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. y 1'p N0.14 CABLES POLE - A 2 2 2 SEE STANDARD PLAN ES -5A AND ES -5B FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH 1 a 1 1 AT LOCATION B, R &S EXISTING STANDARD. FURNISH AND C POLE - 0 B 1 1 1 1 1 1 TYPE B LEAD IN CABLE, FRONT LOOPS SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE ® R73 -3 INSTALL NEW STANDARD AND EQUIPMENT PER 3 0 POLE - C 1 1 1 1 1 1 1 1 3 TURNS. ECR EQUIPMENT SCHEDULE. RE -USE EXISTING EVPE, AND 12" D N POLE - D 1 2 1 2 1 2 4, ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. r \ _ I SIGNAL HEADS. U D POLE - E 2 4 AT LOCATION D, R &S EXISTING 26A -4 -70 STANDARD. T C POLE 0 2 0 5. ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS C C U '\ 12 - F LENSES. ALL RED AND GREEN SIGNAL INDICATORS SHALL BE LED. I � - E CAUTION! - �\ FURNISH AND INSTALL NEW STANDARD AND EQUIPMENT R 12 T POLE - G 1 1 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL I R BE LED. PEDESTRIAN PUSHBUTTONS SHALL BE 2" DIAMETER WITH A MAXIMUM FORCE OF "`POLE ELECTRICAL OVERHEAD CURB PER EQUIPMENT SCHEDULE. RE -USE EXISTING EVPE, 12" R 5 FOOT- POUNDS OF PRESSURE AND A MAXIMUM HEIGHT OF 39 INCHES PER ADA REQUIREMENTS. I TOTAL CABLES - 3 CON / 12 CON 1 1 2 2 4 4 5 5 1 2 3 2 3, 2 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. B LINES I 13 AT LOCATION F, R &S EXISTING 17A-2-70 STANDARD. 10 IISNS 0 2 2 2 2 2 2 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3 INCH CONDUIT INSTALLED TO THE (TO BE REMOVED) FURNISH AND INSTALL NEW STANDARD AND EQUIPMENT 10 LUMINAIRES 0 2 2 2 2 2 2 ADJACENT N0. 5 PULL BOX. BCR �g I I EXISTING 1 "C., AS SHOWN IN EQUIPMENT SCHEDULE. RE -USE EXISTING 9. THE TRAFFIC SIGNAL CONTRACTOR IS REPONSIBLE FOR THE LAYOUT AND INSTALLATION OF FACE OF CURB a - 1- #6 8 GROUND 1 1 1 1 1 1 1 I EVPE AND 12" VEHICLE HEADS. LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC CURB \ 2 - #8 INSTALL NEW CONDUCTORS. 6 SERVICE 0 0 0 0 0 1 1 14 SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. I \ 1 LOOP 2 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC POLE LOCATION DETAIL I " \ 15 INSTALL NEW SIC. NO SPLICES ALLOWED. 2 LOOP 5 5 5 5 ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, \ 3 LOOP 2 2 PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND II; I TYPE ° 'B" DLC INSTALLATION. 1 , 10' 1, \ I ❑ 5 LOOP 2 2 2 2 4 LOOP 3 3 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY AP— PROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY I EXISTING TYPE III SERVICE S D IAGRAM 6 LOOP 6 THE TRAFFIC ENGINEERING DIVISION. 1, 5' I METER #79318173 9c, NG STRIPING I COONT O R IS R BY SIBLE AOR THE REMOVAL OF ALL CONFLICT- ECR I I r 1 8 7 LOOP LOOP 3 3 2 2 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE 10' CROSSWALK CROSSWALKS TO BE LOCATED ' " I 1 2 3 4 TOTAL 7 7 12 20 0 5 5 BLANK DURING FLASHING OPERATION. <- IN FIELD, APPROVED BY THE / !� --->- 2 +5 EVPE 0 1 1 1 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING 2' ENGINEER AND DISTANCES I Z'— 6 +1 EVPE 3 +8 EVPE AND STRIPING CONTRACTOR. 1 RECORDED BEFORE CUTTING I �oeR�pgq`� DLCM 12. THE CONTRACTOR SHALL PROVIDE A SEPARATE TRENCH FOR TRAFFIC SIGNAL CONDUIT PER CITY OF LOOPS. " H. 1 1 ENCINITAS STANDAR DRAWING FOR UTILITY TRENCH BACKFILL AND RESURFACING. TYPE "E ° ' BCR I' I �� i+� 5 6 7 8 4 +7 EVPE 1 1 1 13. PRIOR TO CONSTRUCTION OF UTILITIES ACROSS ENCINITAS BLVD., THE CONTRACTOR MUST SUBMIT A LOOP / c� No. 34512 m —''' TOTAL 0 1 2 2 1 1 1 TRAFFIC CONTROL PLAN FOR APPROVAL BY THE CITY. ALL WORK WITHIN ENCINITAS BLVD. MUST DETECTORS FACE OF CURB I Exp. 9- 30 -03 - - � ' BE PERFORMED DURING OFF PEAK HOURS FROM 9:00 AM TO 3:00 PM. SIGNAL LOOP DETECTORS k �r SIC 12PR 19 1 1 1 1 0 0 0 V D DURING CONSTRUCTION WITHIN ENCINITAS BLVD. MUST BE REPLACED WITHIN DETECTOR LOOP AND CROSSWALK DETAIL / r � 9T 1 �2� TOTAL CONDUCTORS /CABLES 11 1 DAMAGED OR REMOVED 28 38 8 17 17 7 DAYS FROM THE TIME OF DAMAGE /REMOVAL IN ORDER TO AVOID CONFLICT WITH THE TRAFFIC / `� of CA`°FO �CG' P# ALL NEW CONDUCTORS SIGNAL INTERCONNECT OPERATIONS ON ENCINITAS BLVD. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: -- ®�s acwE® BY -- ®� BY c wEcaI® -B�___ APPROVAL$ CI ®l� E C ®T[I A SS ENGINEERING DEPARTMENT DRAWING NO. E 24 L >, DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF DOWN 1 BELOW AC SURFACE ORIZONTAL 1 20 A PROVED BY TRAFFIC SIGNAL MODIFICATION PLAN FOR: _ H: —' RECOMMEND D BY: AP LOCATION: CENTERLINE OF ENCINITAS BLVD. "� i' �/� , j 1 �� ENCINITAS AS BOULE V A RD ex ® ®� • 11 590 ( 858)451 -6100 FAX: 858) - 2846 RICHARD CRA r STATION R0458 21 +90 EC VERTICAL: 1 " -20' ) W. ATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com 3451 � RCE NO. ¢ RECORDED FROM: COUNTY BENCH LEVELS San Diego, CA 92127 °�o Q U AIL GAR D ENS ®R ®/WES�'L�►�CE ST® s FT�' DATE � /�/ J��,"7 v.� � ELEV 2 EXP. 09/30/03 SHEET 17gOF 3 12 11 SIGNING AND STRIPING N T 18 0 ® FURNISH AND INSTALL NEW SIGN AS SHOWN. \ ® EXISTING SIGN TO REMAIN. BIKE LANE ® INSTALL "BIKE LANE" LEGEND AND ARROWS. a\ \ T,A I L "s oa SCALE: 1"=40' ® INSTALL TYPE tV(L - Q ARROW. � 0 INSTALL 10 WIDE CROSSWALK - REMOVE ANY R ! FOR DETAILS NOT CONFLICTING STRIPING WITHIN THE CROSSWALK. R26 6 R81B SHOWN, SEE CALTRANS 140' 38 © = i i f I 200' - 39 SIGN SPECIFICATIONS © INSTALL TYPE IV(RT) ARROW. 1 __ � 280 - 38 4 r ---- C \ � � 4 I - - ® ® ® ®� � � � REMOVE AND SALVAGE EXISTING SIGN. \ - I : �- 10 i 95 38 \ ® RELOCATE EXISTING G68 SIGN "QUAIL BOTANICAL GARDENS CURB I I � I 114 MILE AHEAD" BEHIND NEW SIDEWALK. MEDIAN �, IS AND GS BY WET SANDBLASTING. 6 R18 a2 -_ _ -_ -- _, 5, REMOVE TING STRIPING " N " NAPKIN 90 t , E 10 INSTALL R7 SIGN AND TYPE N -1 MARKER (SEE NOTE 18). N 11 INSTALL R26G "NO PARKING BIKE LANE" SIGN PER DET AIL "A" THIS SHEET. � - :Lv l N 1 )' 26G O . N � I -- 39 FR 11 0 4 -- G � 1 1- 0 . \ Li 50' 38 4 R2(35) 8 J — -- - -- - - - -- �� POR. 200'- R2 G 10 O RAISED MEDIAN �$ \ R/V1l 11 C r _ I KRISTEN CT, aA,81 � - - __ 5 J 7 o8 4N81 1120D 26G 3 i 7 R26G IN 11 - -- - - - -- - — - - - w 9 LU *- - - G I - R/W co - - - _ 22 l i-_ 1 I _ - -- - t , L - -._1 L -- LU � L- - L LU CURB 9 AIL GARDENS DRIVE R26G 1 r- LEGEND - 32 tP R63 b NEW SIGN LOCATION EXISTING SIGN LOCATION 12 SIGNING AND STRIPING NOTE 175' 3$ \ 31 STRIPING DETAIL (PER CALTRANS STANDARDS) \ EXISTING MARKINGS NEW MARKINGS ?vkN pis 22 A N JOIN EXISTING \ l C1 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. CENTERLINE STRIPING 1 � r 'O y \ 92 ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW 1 N 2 SIGNING, S7RIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS 13 FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM 70 THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO STANDARD SPECIRCARONS (JULY 1999 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. g J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, REGIONAL STANDARD DRAWING M -19. �O �p PRIOR TO INSTALLA770N. 14 WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET kATH 4. ALL SIGNING AND S7RIPING SHALL BE REFLEC77VE PER CALTRANS SPECIFICATIONS STRIPING SHALL BE REPAINTED TWO STRAPS WEEKS AFTER 1N117AL PAINTING. SIGNING SHALL USE 3M HIGH INTENSITY SHEETING OR EQUAL 15 ANY DEVIATION FROM THESE UBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. E SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND 5. EXACT LOCA770M OF S7RIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS 38 REPRESENTATIVE PRIOR TO INSTALLA770N. 16 EXIS77NG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF ENCINITAS 6. CONTRACTOR SHALL REMOVE ALL CONFUC77MG PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. 17 STOP SIGNS SHALL NOT BE REMOVED UN77L TRAFFIC SIGNALS ARE OPERA77ONAL OR UN77L DIRECTED BY THE PUBLIC PRVA DEBRIS SHALL BE PROMPTL Y REMOLD BY THE CON IRA CTOR. WORKS DIRECTOR OR HIS REPRESENTATIVE 7. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS 18 WHERE R7 SIGN AND TYPE N -1 OBJECT MARKER ARE TO BE INSTALLED IN A 2 -FOOT WIDE MEDIAN NOSE, THE R7 B. LIMIT LINES AND PAINTED CROSSWALKS SHALL BE FIELD LOCATED. SIGN SHALL BE 18"X24 AND THE N -1 OBJECT MARKER SHALL BE 12 ° X12" NN E �� 9. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED. 19 ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXIS77NG TO BE RELOCATED OR TO REMAIN. 10 SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL 20 STRIPED CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. STANDARD DRAWING M -45. 21 ALL STRIPED CROSSWALKS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE 7HERMOPLAS77C UNLESS 11 PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN THE PERIMETER OTHERWISE SPECIFIED. OF THE CONSTRUC770N PROJECT WILL BE RESTORED TO A ° LIKE NEW CONDITION, IN A MANNER MEE77MG THE APPROVAL OF THE CITY INSPECTOR. g, F p tOFESSI H. w No. 34512 01 Exp. 9 -30 -03 � CIV 4�\� F OF CA4 O REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: ____DESIGNED_BY DRAWLd._BY CHECKED _BY____ APPROVALS CI OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 4 I�13 ✓1 SP'✓� M �Y7/ �I 1 r ° + / DESCRIPTION: 2" BRASS DISC L j - 1 I ( PLANS PREPARED UNDER THE SUPERVISION OF DOWN 1 BELOW AC SURFACE RECOMMENDED BY: APPROVED BY: SIGNING AND STRIPING PLANS FOR HORIZONTAL: " -40' LOCATION: CENTERLINE OF ENCINITAS BLVD. 1. a. / % � / � �y p �� GA ®f!p IVG � E STATION R0458 21 +90 EC VERTICAL: 1 " =40' .'� - - d c ® ®��'�� 11590 W. Bern ar o Ct. Suite 100 � ^^� RECORDED FROM: COUNTY BENCH LEVELS San Diego, CA 92127 RICHARD CRAFT DAIE TEL: (858)451 -6100 FAX: (858)451 -2846 �.. I.�•°.� ELEVATION : 146.29 FEET DATUM: NAD 29 www.bhvnc.com ZlY EXP. 09/30/03 SHEET 18 OF 33 !! SCALE: V=40' QUAIL BOTANICAL co 'I PgR.20�'- 9A 7 W7A GARDENS _ ® R26G 'BIKE LANE Lu t4 g _ k � (,�� 200' - 39A ®® — -- co -7--777 �' �� -° — ---- -- 3 9 R26G (, e� („ ll RAISED MEDIAN _ — ) w:.,�e 8 09 60 38 8 I— 4, .- - 0 - EDIA _ - -- 8 R26G 4 W7A ® RAISED M N 39 8 9 27 Lem - - -- 4 0 6G r 29 -- -- - - -.. i--- - _'�-- f r ft R2 RAISED MEDIAN Lu -� - �J - -- - 29 30 °.- ° ° - - --r 39 r R26G - -- — — 3 Lu 9 �.. Z.I uj 'L - G7 (QUAIL BOTANICAL C;ARUENS) 7< R26G Q UAIL GARDENS DRIVE 200' - 39A uj MAYS 9 -- - - R26G 3 5 HOLLO LANE W7A 1 200' 39A QUAIL R26G 3 22 39 SIGNING AND STRIPING 'NOTES B18 -2 6 GARDENS COURT FURNISH AND INSTALL NEW S IGN AS SHOWN. LEGEN D ® EXISTING SIGN TO REMAIN. R63 "r NEW SIGN LOCATION O3 INSTALL "BIKE LANE" LEGEND AND ARROWS. R13 p EXISTING SIGN LOCATION INSTALL TYPE IV(LT) ARROW. 12 SIGNING AND STRIPING NOTE O5 REMOVE EXISTING STRIPING AND MARKINGS. 31 STRIPING DETAIL (PER CALTRANS STANDARDS) O6 REMOVE AND SALVAGE EXISTING SIGN. �7 RELOCATE EXISTING SIGN BEHIND IMPROVEMENTS. EXISTING MARKINGS O8 INSTALL "R7" SIGN AND TYPE "N -1" MARKER (SEE NOTE #18 - SHEET 18). NEW MARKINGS O INSTALL R26G "NO PARKING BIKE LANE" SIGN. SEE DETAIL "A" ON SHEET 18. 1 I, R2(35) �\ / JOIN EXISTING STRIPING W - Q 1:1.1. L17 - -... - _ R R26G 39 QUAIL GARDENS DRIVE Q FtOFESS /p H. 9 v � yc % No. 34512 m K Eup. 9 -30 -03 J9jq 1V �� *P TF Or CAux REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY - DESIGNED ®Y____ -__ _ DRAWN _ @Y__- __- _ _— H - - ED GY__ APPROVALS CIT Y O EN CI N I tl AS ENGINEERING DEPARTMENT DRAWNG NO. DESCRIPTION:2" BRASS DISC -13 PREPARED UNDER THE SUPERVISION 0 DOWN 1 BELOW AC SURFACE _ RECOMMENDED BY APPROVED BY: SIGNING AND STRIPING PLANS FOR LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL: 1 " -40' DRIV -S, STATION R BENCH LEVELS Son Diego, CA t Suit l � *� &f � COUNTY VERTICAL: 1"=40' 99590 W. Bernor o Ct. Sui4e 100 /fir �' RECORDED FROM: RICHARD CRAFTS DATE TEL: (858)459 -6100 FAX: (858)451 -2846 s SHEET 19 OF 33 ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RCE NO. 34512 EXP. 09/30/03 STAGE I TRAFFIC CONTROL PLAN C13 STREET WIDENING & UTILITY RELOCATION CONSTRUCTION NOTE C18 \ 1 CONTRACTOR SHALL PROVIDE ACCESS TO PUBLIC STREETS AND 1 PRIVATE DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO INSTALL AND MAINTAIN TEMPORARY LOOP DETECTORS FOR SOUTHBOUND QUAIL GARDENS DRIVE TRAFFIC. EXACT LOCATION TO BE APPROVED BY THE CITY INSPECTOR. al 1 zJ�� _ C 17 25 \� )C30(BIKE) �� EXISTI G E.P. W \ 22 T \ y 2 k,, R49M ' � � � � � ' cis KRISTEN C17(25> COURT 1 - 27B T C17(25) \ 12" WHITE LIMIT LINE R49M \ 22 T cv ,< C17 25 � - - - - w ( ) ( ..a- 0' MIN -- - - - -, _ _ uJ - -11 20 -�► 1fl' MIRi -- �1 10 iIV a) / \ 1_ LU CO EXISTING E.P. SCALE: 1 " =40' �� F k C'� O W2(R C18 46 C13 � \ L� LEGEND \ STAGE 1 WORK AREA \ /^y CONSTRUCTION SIGN LOCATION 10 OTES , \ NOTES (CONT,) CONES /PORTABLE DELINEATORS 4. POSTING PARKING RESTRICTIONS THE CONTRACTOR SHALL POST TOW— AWAY /NO PARKING SIGNS TWENTY — 1. V ALIDATION. THIS TRAFFIC CONTROL PLAN IS NOT VALID UNTIL WORK HOURS AND WORK DATES ARE APPROVED. CONTRACTOR DIRECTION OF TRAFFIC \ SHALL SUBMIT TWO (2) REDUCED COPIES OF TRAFFIC CONTROL PLANS (11 "x17 ") TO THE ENGINEERING DEPARTMENT. CONTRACTOR FO FO UR (24) HOURS IN ADVANCE OF PARKING REMOVAL. SIGNS SHALL INDICATE SPECIFIC DAYS, DATES AND TIMES RESTRICTIONS. PARKING METERS SHALL BE BAGGED WHEN APPLICABLE. SHALL OBTAIN A TRAFFIC CONTROL PERMIT A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO STARTING WORK, FIVE (5) DAYS OF SIGN DETAIL No. 630 \ IF WORK WILL AFFECT A BUS STOP OR AN EXISTING TRAFFIC SIGNAL OR IF WORK WILL REQUIRE A ROAD OR ALLEY CLOSURE. 5. EXCAVATIONS EXCEPT WHEN OTHERWISE SHOWN ON THE PLANS, ALL TRENCHES SHALL BE BACKFILLED OR 2. S TANDARDS. THIS TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF EACH OF THE TRENCH— PLATED AT THE END OF EACH WORK DAY. AN ASPHALT RAMP SHALL BE PLACED AROUND EACH TRENCH TYPE III BARRICADES FOLLOWING MANUALS: PLATE TO PREVENT THE PLATE FROM BEING DISLODGED. UPON COMPLETION OF EXCAVATION BACKFILL, THE \ CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES CONTRACTOR SHALL PROVIDE A SATISFACTORY SURFACE FOR TRAFFIC. WHEN CONSTRUCTION OPERATIONS ARE NOT FLASHING ARROW SIGN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ACTIVELY IN PROGRESS, THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES, BIKE LANES AND PEDRESTRIAN WALK WAYS STRIPING DETAIL (T= TEMPORARY) 22 T \ 3. NOTIFICATIONS. IN THE RIGHT —OF —WAY, EXCEPT WHEN OTHERWISE SHOWN ON THE PLANS. 6. RESTORATION OF ROADWAY THE CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING IMPROVEMENTS WITHIN THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND TENANTS A MINIMUM OF FIVE (5) WORKING DAYS PRIOR CONSTRUCTION NOTE THE RIGHT —OF —WAY WHICH ARE NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT TO CLOSURE OF DRIVEWAYS. THE CONTRACTOR SHALL POST SIGNS NOTIFYING THE PUBLIC A MINIMUM OF FIVE (5) MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, WORKING DAYS PRIOR TO CLOSURE OF STREETS. ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS AND REPLACEMENTS SHALL BE THE CONTRACTOR SHALL NOTIFY FIELD DIVISION AND ARRANGE FOR INSPECTION A MINIMUM OF FIVE (5) WORKING AT LEAST EQUAL TO EXISTING IMPROVEMENTS. DAYS PRIOR TO STARTING ANY WORK INVOLVING NIGHTTIME OR WEEKEND HOURS. 7. CHANGES IN WOR K. THE ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION AND TO MAKE ANY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE MAXIMUM DELINEATOR SPACING THESE PLANS. QUAIL GARDENS DRIVE - 25 FEET FESS /O POSTED SPEED LIMITS: oeFtO QUAIL GARDENS DRIVE - 25 MPH (CONSTRUCTION ZONE SIGNING) w No. 34512 m Exp. 9 -30 -03 9� OF' CAS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: ____DESIGNED ®Y__- ______DRAWN BY__________CHECKED,�Y_ __- APPROVALS CiI TY OF EIS CI N I T A ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION:2" BRASS DISC PLANS PREPARED U DER THE SUPERVISION OF RECOMMENDED BY: APPROV,.ED BY TRAFFIC CONTROL PLANS FOR DOWN 1 BELOW AC SURFACE HORIZONTAL: 1' -40 _ LOCATION: CENTERLINE OF ENCINITAS BLVD. „ ;� � ,,�.t'�, � V � ,,� : ; -,r� -- _ SAIL lv 9VE STATION R0458 21 +90 EC VERTICAL: 1' =40' 11590 W. Berea o Ct. ' 127 TEL: (858)451 -6100 100 - RECORDED FROM: COUNTY BENCH LEVELS San Diego, cA 62127 RICHARD CRAFT f - S DATE I / C a.. y s — FAX: (858)451 -2846 • �a �.. -," SHEET 20 OF 33 ELEVATION: 146.29 FEET DATUM: NAD 29 www.biiiine.com RCE NO. 34512 EXP. 09/30/01 S TA G E I �iruu TRAFFIC CON PLAN SCALE: 1' ° =40' STREET WIDENING & UTILITY RELOCATION : 27B T QUAIL 1 `1_ __ _ ( ! BOTANICAL 22 T c3o GARDENS w EXISTING E.P. C17(25) z rn 278 T 22 T 44 i)� , _ ( r C17(25) W r � (, (— i -- iii _._ �r - — 1 1 - - cl) T - r T r -- -- 10'MIN 1 /— EXISTING E.P. ISTIIi9G E.P. - - -- ®-- —ff— 22 T 278 T EX - - T..__r7i._ - -1- - -r I I Q 2 1 -- rTr -- rr - - iTr _ - W44 rfr - - - i� r __�1�_ w 1t1n1 _� T TF -rir ... -_ ._.. IT ca _ �— -- - -F— I 10 j IN Uj LU f r- M 10' MIN U) QUAIL GARDENS DRIVE EXISTING cUa3B 1 0 � 27B T EXISTING CURB EXISTING STRIPING QUAIL AND MARKINGS TO REMAIN GARDENS C18 W2(RT) LE COURT STAGE 1 WORK AREA CONSTRUCTION SIGN LOCATION 00 p A p p / GG N OT ES CONES /PORTABLE DELINEATORS O MAX IMUM D E LI N EA►TO , S PAC I N C STR U CTI C N DIRECTION OF TRAFFIC QUAIL GARDENS DRIVE - 25 FEET SIGN DETAIL No. C30 O CONTRACTOR SHALL PROVIDE ACCESS TO PUBLIC STREETS AND PRIVATE DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. POSTED SPEED LIMNS, TYPE III BARRICADES QUAIL GARDENS DRIVE - 25 MPH (CONSTRUCTION ZONE SIGNING) FLASHING ARROW SIGN - CAUTION MODE ® 0 1 0 0 STRIPING DETAIL (f= TEMPORARY) @T CONSTRUCTION NOTE O k I ' i C17(25) ��"'�— ._. EXISTING E P. I._ 29 T c _ _ _ _ —� 1 RAISED MEDIAN C 12 Q 1cma IN 5+ �— s —► 10' MIN — -- --- — — n QUAIL GARDENS DRIVE SASE® L C13 C18 R49M' DE LAS VERDES e �oFESS / w No. 34512 Exp. 9 -30-03 ;v OF CAL�� D PLANS PREPARED BY: DESIGNE BY AW._BY CHECKED_ ®Y_____ CI TY CI ICI I SAS ENGINEERING DEPARTMENT DRAWING N ®, REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE -- — - — DRAWN, - -- -- — - -- APPROVALS DESCRIPTION: 2" BRASS DISC ;m` PLANS PREPARED UNDER THE SUPERVISION OF DOWN 1 BELOW AC SURFACE r � RECOMMENDED BY: APPROVED BY: TRAFFIC CONTROL PLANS FOR LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL: 1' -40' is :°'1,1 ,/"<'. Q UAIL GARDEN DI IVE ®® STATION R0458 21 +90 EC " ' ,f / % -- VERTICAL: 1 — 11590 W. Berna o Ct. Suite 100 L.: / / r � � s RECORDED FROM: COUNTY BENCH LEVELS San Diego, CA 92127 RICHARD CRAFT DATE "' / �' / ✓�i�r' TEL: (858)451 -6100 FAX: (858)451 -2846 s ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RCE NO. 3451't EXP. 09/30/03 SHEET 21 OF ".3 STAG 2 TRAFFIC CONTROL P LAN STREET WIDENING & UTILITY RELOCATION CONSTRUCTION NOTES \\ 27B Ti I CONTRACTOR SHALL PROVIDE ACCESS TO PUBLIC STREETS 22 T AND PRIVATE DRIVEWAYS AT ALL TIDES DURING C58 % CONSTRUCTION. \, CURB - . _ i . _ _ .10' MIN 27B T 90'MIN '\ O CONTRACTOR TO INSTALL AND MAINTAIN TEMPORARY LO OP 2 DETECTORS FOR SOUTHBOUND QUAIL GARDENS DRIVE 2 TRAFFIC. EXACT LOCATION TO BE APPROVED BY THE CITY _.. INSPECTOR. EXISTING GUY POLE TO BE RELOCATED OUT OF NEW ROADWAY CURB T 1 s 12"' WHITE � y \ li � \ LIMIT LINE KRISTEN COURT CS7(25) - C17(25) ' W44 \ R49M -� A CURB t \ TYPE III BARRICADE -- — - - -- - --®- - tA#N - -- T WITH R49M SIGN - - - -- - C13 i SCALE: 1 =4® \ � @T 1 CURB X 98 276 T CO LE G END STAGE 2 WORK AREA CONSTRUCTION SIGN LOCATION \ \ CONES/PORTT ABLE DELINEATORS DIRECTION OF TRAFFIC \ SIGN DETAIL No. C30 \ TYPE III BARRICADES FLASHING ARROW SIGN - CAUTION MODE M AXIMUM DELINEATOR SPACING QUAIL GARDENS DRIVE - 25 FEET O Q �OFESS1 1 y �4,� G eBp H. No. -30- 03 w Exp. 9 -30 - A PO STE D SPEED LIMITS: QUAIL GARDENS DRIVE - 25 MPH � V OF cAL� PLANS PREPARED BY: __ -_ - - -, RA _ C- KEDsY _-____ APPROVALS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE --- — DESIGNED - ®Y D BY - CHE - - C8 7Y OF ENCIN17AS ENGINEERING DEPARTMENT DRAWING N ®. DESCRIPTION: 2" BRASS DISC L r PLANS PREPARED UNDER THE SUPERVISION OF DOWN 1 BELOW AC SURFACE RECOMMENDED BY: APPROVED BY: TRAFFIC CONTROL PLANS FOR LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL " =40 / �e� RI V - S STATION R0458 21+90 EC VERTICAL: I"=40' 2-' �� 1 r �i� I L GAR ® 11590 W. Bemor o Ct. Suite 100 l RECORDED FROM.- BENCH LEVELS Son Diego, CA 92127 RICHARD CRAFTS DATE , Q 9 f L Z- ; 2- NAD 29 TEL- (858)451- b FAX:com)45l 2846 RICE N0. 34512 EXP. 09/30/03 SHEET 22 OF 33 ELEVATION: 146.29 FEET DATUM: KRISTEN STA COURT TRAFFIC TROLL PLAN QUAIL Aw c1 �_ i STREET WIDENING SCALE. _4® BOTANICAL GARDENS _ —� 1 , i - - - - - -- _�. -- � I� C98 x_ s_ - - - -21- - ll -,_. — - - -- - - -- - _-®► ili w C92 C17 25 — — 0 2 W44 i <'- _ I w 22 T 2713 T i , 10' MIN m 1 0 — - -- 1 IN Uj CURB C17 25 _ W44 CURB _ 1 C17(25) I m 22 T W44 LEG QUAIL GARDENS DRIVE STAGE 3 WORK AREA CONSTRUCTION SIGN LOCATION CONES /PORTABLE DELINEATORS DIRECTION OF TRAFFIC ®� SIGN DETAIL No. 030 C N TYPE III BARRICADES O CONTRACTOR SHALL PROVIDE ACCESS TO PUBLIC STREETS AND PRIVATE DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. FLASHING ARROW SIGN - CAUTION MADE ® O REMOVE EXISTING CONFLICTING STRIPING AND PAVEMENT MARKINGS. STRIPING DETAIL (T= TEMPORARY) @T CONSTRUCTION NOTE O C17 25 W44 W2 L -- _.__ - - 3`20' � : � � r -' CURB -- LJJ _ T ® 75 °TAPER m f QUAIL GARDENS DRIVE -- -- ---- -- -- W - - 1 0'MfN - _ __ -- -- -- - - - -- - r w 10 IN - - -— 10' MIN Q 27B T O T -- _ — -- -► 10' N — -- -- — - — --- - -- _ _ _ — — — o C1725 onn' __. W44 1 22 T CURB — — — — — — — — — — — -- -- QUAIL 250 TRANSITION 29 T � r te — c r I RAISED (MEDIAN C18 C9(25) 7 < i) -- - CURB C13 GARDENS C17 �--� COURT 1 � PASE0 DE LAS VERDES ESs MAXIMUM DELINEATOR SPACIN H. �� QUAIL GARDENS DRIVE - 25 FEET coo No. 34512 OR Exp. 9 -30-03 POSTED SPEED LIMTS V sB'j�A I Or CA4�� QUAIL GARDENS DRIVE - 25 MPH (CONSTRUCTION ZONE SIGNING) REVISIONS APPROVED DATE REFERENCES DATE BENCH (MARK SCALE PLANS PREPARED BY: _— D ESIGNED BY .__ ®RA_+MV_BY _ CWEC6CED_ ®Y_ APPROVALS CITY OF EIS CI N I T AS ENGINEERING DEPARTMENT DRAWING NO, DESCRIPTION:2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: TRAFFIC CONTROL PLANS FOR DOWN V BELOW AC SURFACE HORIZONTAL: 1 " =40' L LOCATION: CENTERLINE OF ENCINITAS BLVD. _ . �` /`� /_- r -` UAIL GARDE DIVE 0 038 - z`31 STATION R0458 21+90 EC VERTICAL: 1 " =40' 99590 VJ. Bernar o CL Suite 900 RECORDED FROM: COUNTY BENCH LEVELS San Diego CA 82727 RICHARD CRAFTS DATE "� s I �9 A _ �/�! TEL: (858)499 -8900 FAY,: (858)451-2846 " "'" "' r ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RICE NO. 34512 EXP. 09/30/03 SHEET 23 OF 33 f c13 STAG 4 TRA FFIC CON TROL MEDIAN CONSTRUCTION 14 AND ROAD PAVING SCALE: V =40' is 200' \ KRISTEN COURT cis do \ ® ®> O 7 1725 \ 012 27B T \ C18 v e TYPE III BARRICADE O � WITH SIGN QUAIL 2� T \ ,do _ Q GARDENS DRIVE C18 BOTANICAL 1g O ® Cl 7(25) 300'TRANSITION GARDENS _ CURB W2(LT) ®'- 10' MIN 27B T 23 D � i0 IN _ LEGEND —I 10 MIN j- -- - ---._ 25 10' MIN 3: 27B T C17(25 _ co W2(RT) @T 27B T — m 22 T 1 10' IN 03 r STAGE 4 WORK AREA O p 017(25) O CONSTRUCTION SIGN LOCATION CURB O 25 T m CONES /PORTABLE DELINEATORS -i DIRECTION OF TRAFFIC TYPE III BARRICADE WITH SR- 45(RT) SIGN SIGN DETAIL No. 030 TYPE III BARRICADES MAXI ` D ELI NE ATOR SPA CIN G FLASHING ARROW SIGN - CAUTION MODE QUAIL GARDENS DRIVE - 25 FEET CO N STRUCTI ON N OTE S STRIPING DETAIL (f= TEMPORARY) @T S PEED LIMITS: p M A �� e Oj CONTRACTOR SHALL PROVIDE ACCESS TO PUBLIC STREETS AND PRIVATE DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. CONSTRUCTION NOTE O QUAIL GARDENS DRIVE - 25 MPH (CONSTRUCTION ZONE SIGNING) D , 25A T 017(25) TYPE III BARRICADE M r -- WITH SR45(R� SIGN 25A T TYPE III BARRICADE 017(25) - iTr - - -- -- -r - - - r _ WITH SRAS(R� SIGN - - rril - r T r - -r�T -- -1 IIINrI r - - CURB Ci 2 rre r -- -- 1 -- - - -, r -- - 25A T Ci8 r�2- 71 i -- -- r�-. - - -i I mo_ r -- �_ rri - -- - - - - 33 III - r -- - I - I - - - -� - - - - - rTr - - - -q. m i ® - — — — — — 1 _— _ _ ,' -- fir s � 10 X � O Ii -: -- I — — — — QUAIL GARDENS DRIVE ° i CURB k C17(25) TYPE -111 BARRICADE RAISED _ MEDIA - - - -I- - - QUAIL WITH SIGN CURB c13 GARDENS c10 COURT c1S i p gOFESS /p H �� c7 No. 3451 PAS EO D I Exp. 9 -30 -03 S VERDES OF CA1. ®F ® �� ® � DESIGNED PLANS PREPARED BY: GNED BY- _ - DRAVM BV____ _ giECItE ®_ ®Y__ _-- REVISIONS APPROVED DATE REFERENCES DA IE BENCH {SARI( SCALD - -- -- - - - APPROVALS CITY OF ENCI ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC PLANS PREPARED U ®ER THE SUPERVISION ®E DOWN 1 BELOW AC SURFACE i RECOMMENDED BY: APPR�ED BY: TRAFFIC CONTROL PLANS FOR HORIZONTAL: " -40 / LOCATION: CENTERLINE OF ENCINITAS BLVD. - �% Q UA IL �9� STATION R0458 21-90 EC 1 " =40' / /,� > .1 a VERTICAL 11590 W. Demor o c¢. Suite 100 d RECORDED FROM: COUNTY BENCH LEVELS son Diego, CA 92'127 RICHARD CRAFTS DATE ' - ,'... TEL: (858)451 -6100 FAX: (858)451 -2846 s SHEEP 24 OF 33 ELEVATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com RICE NO. 34512 EXP. 09/30/03 JUTE MESH CC4 I n F=0 PLANTING IN THIS AR A E EET L- IV jo g t v 4 - " — � - -- _ -- " r .11 i �,�. x �� JUTE MESH ^ f 4 t t ;< Y• �r LINE OF SIGHT /SEE NOTE THIS SHE T i _ t j - 1 ` \ r 3 - -p S WER N I I STAMP NC.R€T \ P AV Rw - - - — Pw \ \ %� — - - - - ) y CA V - -AW v�A7.y� 17 — ?'r'PIeAt S'1'1L i L ( _ vim\ \ vv ®x I 1 4 5 f \ - \\ TIONS 10 +00 TO 16+50 P3 E\ G NOTE 415 EET� \ 1 S 7 ,\ 1 NOTE: WITHIN THE VISIBILITY TRIANGLE, NO SIGNS, HEDG HRUBBERY, ORS �, � � � NATURAL OBSTRUCTIONS HIGHER THAN 3O'A5OYE T AREST STREET \ I \ PAVEMENT SHALL OCCUR. l " �, �- � �� WITHIN THE LINE OF SIGHT, ALL SHRUB AND GROUND COVER LING �aS� P2 ti O S IS TO BE MAINTAINED AT A HEIGHT OF NO MORE THAN 30', AND �0 F i \ CJ4 CANOPIES ARE TO BE MAINTAINED AT A MIN. V ABOVE FINISH G y �� p.ST r \� 1 .r i \ � B � - -- — () OF CAIY U JUTE H — IS' A SEE S� ° " 2n(� j 44 AB • \ . ,"lam_- t. / _ -- i- P 9 . '- --� '"= ��+L` ;� �g� \\ V _ 11 r •y ''*,... - J Jam - " -. - �...�� _ — — — — __ — _ = l� /� l� l�" -- �C . - _-. � _ - �, — �-�` 7 I — - 1 �: -- CATV CAN CATV -- -- - -- -- _ 8 - - - LINE OF SICzI -IT S J ! � w C1 SEE NOTE THIS SHEET U _ v ' 0 — G LLI G ' -- _- W -- - - RW -- - -- -- � RW y _ - (`— t 6� - W I N 0 T — -- - -- Y W ' — W LLJ ti W Q OH FI TI n l — BASE PREPARED BY; 'yam STATIONS 16 +50 TO 23 +00 1d NOTE: SEE SHEET L2 FOR PLANTING LEGEND NORTH 11590 W. Bernor o CL Suite 100 1 " =20' Son Diego, CA 92127 TEL: (858)451 -6100 FAX: (858)451 -2846 Ll 01/23/02 www,bhiinC.Com REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESIGNED BY DFAWN B APPROVALS CHIT ®E ENCINIT S ENGINEERING DEPARTMENT DRAWNG NO, D DESCRIPTION: 2" BRASS DISC RALPH STS V E PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED Y: APPRO By LANDSCAPE CONSTRUCTION AND PLANTING PLANS FOR: oF3 � 03 DOWN 9' BELOW AC SURFACE 9 ° =20' & ASSOCIATES HORIZONTAL: 'I LOCATION: STATION LI R04 OF E CI90 A C BLVD LANDS I GHWA Y 101, SUITE 20 PLANNIN a 2 � ®Z 1 1tH /�/l ' � UAIIL GARDENS DRIVE 0038 —SI RECORDED FROM: COUNTY BENCH LEVELS SOLANA BEACH, CALIFORNIA RALPH STONE) DATE t � 0 2- ELEVATION: 146.29 FEET DATUM: NAD 29 (858) 755 -3188 RLA NO. 1459 EXP. 06/30/03 SHEET 25 OF 33 I / JUTE MESH GC4 , 1 I I I ( SI ® S� I I } I st st _---- -GC4 \ 000 CzC11 / sl SI GC4 FOR PLANTING IN THIS AREA SEE SHEET S 1 st St SS St st sl l St at st3 SI ro Sf. S� SS S6 r JS 8 Sl 81 Sl Sl `SS C J�I 1 1 81J� CjtlP Jt♦O .SS r J�O St'O JU TE MESH 00 0 - 1 , / A.R. \�- r - SCI \� L INE OF SIGHT SEE NOTE THIS SHEET 1 _ _ ,..•t _ � ? `; V VI S ePa GC4 I . , :: '.' _:� ' ^::.. .� � M1 y I �,._ � �� CxC p _ st SI Sg� ' ��' I 81 s (o ca(o C-31 Yd+ V S a N J P V SI l s V 7 STAMPED CONCRETE PAVING C4 \ _ 00 TYPICAL SYMBOL _ S O SI si SS . \ 1 4° VI s s w , I _ r S \ GcI 00 v 1 „ C'FG t g Sl \ s • t t SI a. ; \ STATIONS 10 +00 TO 16 +50 VISIBILITY TRIANGLE \ CcCI1 P3 V SEE NOTE \tHIS EE T \ E'2 S �� 54 NOTE: WITHIN THE VISIBILITY TRIANGLE, NO SIGNS, HEDGES, SHRUBBERY, OR NATURAL OBSTRUCTIONS HIGHER THAN 30'A50VE THE NEAREST STRIE PAVEMENT SHALL OCCUR. 64 \ . WITHIN THE LINE OF SIGHT, ALL SHRUB AND GROUND COVER PLANTING �\ \ F2 IS TO BE MAINTAINED AT A HEIGHT OF NO MORE THAN 30', AND TREE \O � \ \ CANOPIES ARE TO BE MAINTAINED AT A MIN. 8' A80VE FINISH GRADE. St S JUTE MESH I SEE ENGINEERING NOTES REGARDING w �sl 1 LANDSCAPING IN THIS AREA 1 : 0 t � G4 c l s Q _ I 1- M: sl .. ' St TE MESH' 1 �! - P� VI s '� 5 0 , Q o /� CSC V�{ sl Si st t 1 S (f) P3 00 C-r C5 V t \ 82 CS EXISTING SLOPE PLANTING! TO REMAIN — — — — _ — — -- — VI V3 V2 Y —� - - - - - -- — — — — V - -__ - -- VI II — -- i t \ 8 +0.0 VI C�G3 \ \ $OD LAUA�I I LINE OF SIGHT -7 LLJ SEE NOTE THIS SHEET CxC3 ' 21+00 w 20 +00 22 +00 _---� 19+00 _ _ _- - - I - _ _ w GcCI CrtCI GeGI G cI 2 i=3 G cI I_ Q GcCI {=2 fist C 2 P3 fi'1 P3 i�2 P2 P3 V2 VI v I , n, n yl , BASE PREPARED BY: STATIONS 16 +50 TO 23 +00 ' NOTE: SEE SHEET L2 FOR PLANTING LEGEND 'it ` NORTH 11590 W Bem o Cf. Suite 100 ✓. San Diego, CA 92127 TEL: (858)451 -6100 FAX: (858)451 - 2846 ,. 1 =20 www.bhiinc.com - " , 05/28/03 o REVISION APPROVED DATE REFERENCES DATE BENCH SCALE PLANS PREPARED BY: D BY DRAY&IBY C ECKEDBY APPROVALS CITY ®F ENC:INITAS ENGINEERING DEPARTMt=NT DRAWING NO. A �= DESCRIPTION: 2" BRASS Disc RALPH STONE PLAN PREPARED TINDER THE SUPERVISION OF r Z5 ® A DOWN V BELOW AC SURFACE 1 " =20' RECOMMENDED BY: APPROVED BY: LANDSCAPE CONSTRUCTION AND PLANTING PLANS FOR: n 2-4p LOCATION: CENTERLINE OF ENCINITAS BLVD. HORIZONTAL ( ASS T CIA 1 � STATION R0458 21+90 EC LANDSCAPE ARCHIECTURE• PLANNING QUAIL GARDENS DRIVE 777 SOUTH HIGHWAY 101, SUITE 201 Q l/� v 0038 SE)l RECORDED FROM: COUNTY BENCH LEVELS SOLANA BEACH, CALIFORNIA STONE 146.29 FEET NAD 29 (858) 755 -3188 R� 1459 EXP. 06 /30/03 DATE �` ELEVATION. DATUM. **S 25 OF 34 _x ------ A C A R j_lx 6 ,� P T NY E J W E. E �F F E. •F. ,(4 AS. (E. TV CATV 3" pi To— 24+ 0 _j S 5 _j 00 ( 17 \_101/ ti-OICIAL 50L bi C - T ---- xp + o w al W -- 7 L + 0 w 16" vv 2 w 2 W w (n T I - - - —1 LLJ ru L;TINC FOR ANTING IN (n t 0 H 0H OH Lij OH A F-E SHE T L-5 w - -RE E _REW�_�OH 4RE z _j :E 7 20n 2 < 5 PXHP EUG PI BARK MULCH _f 70 TE E H C) 1 14 x _7 7 9 0 U) Ll x STATION 23+00 TO 29+50 W ( v 7�\ Y Y, < EjpFt E �4. E ? F 7 tl x ,E 5 .— ��. Ep Ar - it LU 2 J S > < TYPICAL SYMBOL A F12 7KI 3 2 00 LLJ 0 hi j 30 w r \A/ 1 Z ?EW:7 D CO NCRETE F IN a p �w- Ll T 7— 54 E PEW R/ L9 E E E E - T-Y�AL-5t`rM50tmm__ E D2 T_ i -_�_ v 6A 7v - M 4- C AT' ;;�7 'T NE OF ICGS T .. ... . . ... . .. ....... a ....... . . . . . . .. qt ... ... .. . . . 6 L.S. I S. FOR EE N Hr I E A.L. A = C) 0 r J A f=L,4NTING LEGEND STATIO 29+50 TO 38+85.45 A.B. EXISTING TREES TO REMAIN A.B. ACACIA 5AILEYANA BAILEY ACACIA DETAILS SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTIT SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE ('2' LANTITY A•C. ACACIA cULTRiroRmis KNIFE ACACIA TREE VINES A.L. ACACIA LONrxIrOLIA SYNDEY GOLDEN WATTLE ORNAMENTAL GRASSES VI Df5TICTIS 51JOCINATORIA BLOOD -RED TRUMPET VINE 5 GAL. QUERCUS ILEX HOLLY OAK 36 mox� ro GI KOELERIA ARGENTEA SILVER WAIIRGRASS I GAL. (01 V2 PASSIFLORA'LAVENDER LADY' NON 5 GAL. 12 A.R. ALNU5 R140MBIFOLIA WHITE ALDER STAN G2 PENN15ETUM 5ETAcEUM'F;4J5RJm cOMPACTA' DWARF RED FOUNTAIN GRA55 F2 GAL 23 V3 MACFADYENA UNGlS-CATI CAT'S CLAW 10 A.S. ACACIA cULTRIFORMIS KNIFE ACACIA G3 PENNISETUM ORIENTALE CHINESE FOUNTAIN GRASS rp GAL 46 V4 PYR05TEGIA VENUSTA FLAME VINE GAL. 10 C.S. CERATONIA 51LIQUA CAROB ® ARBUTUS UNEDO STRAWBERRY TREE BOX 3 E.C. ERYTWRINA rA):rRA CORAL TREE 'STANDARD PERENNIALS PI ACHILLEAMILLEFOLIUM'WEIDI' PINK YARROW 4 INCH 42 PYDROD5EED MIX - NATIVE, NON-IRRIGATED 11 SF. E.F. EUCALYPTUS FICIFOLIA RED- FLOWERING GUM WEEPING ACACIA PENDULA RED IRON BARK STANDARD 11 24' BOX 2 P2 ACPILLEA MILLEFOLIUM "WHITE" WHITE YARROW 4 INCH 84 E.S. EUCALYPTUS 51DEROXYLON P3 GAURA LINDPEIMERI 'WHIRLING BUTTERFLIES' NCN I GAL 116 F7_� ARTEME51A CALIFORNICA CALIFORNIA SAGEBRUSH 3 L55JACRE F.S. Ficus SPECIES Ficus , 0 P4 SALVIA 'SIERRA DE SAN ANTONIO' NCN I GAL, 36 141 5ACCHARIS PILULARIS DWARF COYOTE BUSH 3 1-55JACRIE L.S. LIQUIDAMBAR STYRACIFLUA SWEET GUM ACACIA 5AILEYANA 5 ACACIA 36 BOX 1 ENCELIA CALIFORNICA BUSH SUNFLOWER 4 LBS/ACRE ERIOGONUM FA5CICULATUM CALIFORNIA BUCKWHEAT I L55/ACRE M.N MELALEUCA NIESOPHILA PINK MELALEUr-A STANDARD ESCPSCHOLZIA CALIFORNIA CALIFORNIA POPPY 2 L55JACRE ROOT BARRIER / WATER BARRIER -SEE GCI GERANIUM CANTABRIGIEN5E 'CAMBRIDGE' NCN I GAL 0 24' O.C. 1005 5F. IL GROUND COVER PELIANTHEMUM 5COPARIUM SUN ROSE IL5JACRE P�_l -2 SHRUBS GC2 GERANIUM INCANUM NCN I GAL ®24° O.C. 265 SP. P.R. PINUS�PADIATA MONTEREY PINE LOTUS SCOPARIUS DEER WEED S 1-55JACRIE P.T. PINUSTORREYANA TORREY FINE �s L9 61 CISTIUS SKANIBERGII ROCKROSE 5 GAL LUPINUS BICOLOR LUPINE 4 1-56JACRE . / P 1 94 '' ASE I GAL. a 12' O.C, 1,415 S.F. MIMMULUS PILINICELIS RED MONKEYFLOWER 2 L55JACRE \ `Q GC3 PEUCHERA GENEVIEVE CORAL BELLS -ROSE 82 WALIMIUM LA51ANTWUM YELLOW CISTUS I GAL 3(p GC4 MYOPORUM PARVIFOLIUM MYOPORIJM I GAL. ® 36' O.C. 15,140 S.F. SALVIA MELLIFERA BLACK SAGE 2 L59JACRE 53 KNIPWOFIA'LITTLE MAID' RED HOT POKER - YELLOW I GAL. 2 SEE SPECIFICATIONS FOR REQUIRED WYDROSEED ADDITIVES NOTE: ALL EXISTING TREES TO REMAIN TO BE PROTECTED 54 5CA5105A COLUMB *BUTTERFLY BLUE' SCA5iOSA I GAL. 90 JUTE MESH / EROSION CONTROL NETTING - SEE SPECIFICATIONS DURING CONSTRUCTION, SEE SPECIFICATIONS. 65 P IDEN' MAORI MAIDEN FLAX rp GAL. 11 F7 EXISTING LANDSCAPED AREA DISTURBED TREE TRIMMING AND REMOVAL SHALL BE DONE OUTSIDE S& 0 T CTEUS NCN 5 GAL. 33 THE RAPTOR NESTING SEASON. RAPTOR NESTING C�E M E Sl PYRAC 'RUBY MOUNDO FIRETWOI;RN 5 GAL. 39 EXISTING PLANTING AREA MODIFICATIONS - SEA50N 15 FEBRUARY THROUGH SEPTEMBER 98 WE5 A FRLITICOSA COAST ROSEMARY 5 GAL. 22 NOTE ALL NON-SLOPE PLANTING AREAS TO RECIEVE 2 LAYER Or BARK MULCH - SEE SPECIFICATIONS. SEE SHEET L5 A WITHIN THE LINE Or SIGHT, ALL SHRUB AND GROUND COVER PLANTING BASE PREPARED BY. 15 TO BE MAINTAINED AT A WEIGHT Or NO MORE THAN 30', AND TREE og CANOPIES ARE To BE MAINTAINED AT A MIN. S' ABOVE FINISH GRADE. 11590 W, Bernor o Cf. Suite 100 0 NORTH Son Diego. CA 92127 1 "= TEL: (858)451-6100 FAX, (858)451-2846 20' www.bhiinc.com L2 01/23/02 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARE BY: DESKY41M EW DMWN BY CHECKM BY APPROVALS C�ITY ®F ENCINITAS ENGINEERING DEPARTMENT MAV41NG NO. I DESCRIPTION: 2" BRASS DISC RALPH STONE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND BY: APPWVED BY: LANDSCAPE CONSTRUCTION AND PLANTING PLANS FOR: Z_6A c>F.34- DOWN V BELOW AC SURFACE HORIZONTAL: 1 "=20' & ASSOCIATES 0038-Sl o LOCATION: CENTERUNE OF ENCINITAS BLVD. LANDSCAPE ARCHrFECTURE- PLANNING IL QUA GARDENS DRIVE STATION R045 21+90 EC 777 SOUTH HIGHWAY 101, SUITE 201 cf I f i� RECORDED FROM: COUNTY BENCH LEVELS SOLANA BEACH, CALIFORNIA RALPH ONEJ -z-1191 o2— (858) 755-3188 RLA Npl 459 EXP. 06/30/03 DATE SHEET 26 OF 33 ELEVATION: 146.29 FEET _DATUM:_NLAD 29 1 1 / LAL ' — / E.C. _ Y 1 .'. I y1 / a P.T. v v A C — —� — —Y — E.F. E.F. \ —i — E F 1' _ -- ° 1-41 H1 — _ - - E, F E.F E.F J CxCI - -- f ,/ - A' STAMigib CONCRETE�AV4NG (j 0 2 4 + 0 0 — _ C2 T` G2 __ � TY CAL SYMBOL � f _ _ w 25 +_0Cf — - — — - 26 +00 - - 27 +00 c � - - 29+00 - -1 - ___ _ _ Li Ld w _ _ — —� FOi� PLANTING fN TI—!IS 1 — — AREA SEE SHEET L-5 Lu w �. P _ 3 A I IN E, OF SfSIGHT ,M , \\ P. \ \\ \\ \\ \\ \\ . \\ \\ \ \. 7 7 \ \ \\ - \ \. \\ \\ \h \\ \ \\ \\ — _ _R^ CxC i 1 / \ BARK MULCH , zyX _ JUTE r'reMESH UT ES P R _ -- I -,� 1 � ,J M i I o STATION 23 +00 TO 29 +50 T.P. 1 \ 1.F. \ rF \ / E. F. — "C.S: E. F F . — 1 . _ ` — E. F. I E. — : \ E.F. / 1 — — _ E.F. E .F. — I E.F. 1 — ! F1 �� — _ E.F — — E.. ° r I — — — J — — — — — — — 1� -- > I _ 1 \ \ / / �' \ 3 Cx3� C3 �� / - T PI�CAL SYMBORETE PAVING - - - \ �/ / �, �\ ✓C � G CCI 5 � \ / 54 1 30 +0 P \ p� G3 32 +00 33 +00 _ .� s3 3` �2 cn �_ 2 P _ _ ._ 1 2 ILI - -- -- - =— - CxC3 - - - - -A STAMfi?EP CONCRETE PAYING I _ — — - - -- 'I TYPICAL SYMBOL __ - _— - - P2 P2 5 LIMIT OF L n L .: .. n ..., ..a..: ♦ ♦...., -. ,-. L {. .. mil, n. .a.: ' a y \ L �. .... 0�� All WORK c M.N: LINE OF SIGH i u L L _> -- I ... .. S -NOT THI 5H T I .. :.......,. I...: , . .. .. EE E E 1 ..:.... ..:..::....:.::.. Ltd. • �::.::.. ...,,...:... .!^` ..1 I'• : \. i_, _ ( L.S. I ( FOR PLANTING IN THI5 L.S. I s. I I Al 1 FOR PLANTING IN THIS 1 P. R. � � I ; / I ( L:S. 1 / `' / \ E.S,_ - -_ _ AREA SEE SHEET L -5 � L.S. � ✓ v ' >I / AREA SEE SHEET L -5 E.S. I 0 C c . 1 A.B. ®® �...... �� PLANTING LEGEND STATION 29 +50 TO 38 +85.45 � EXISTING TREES TO REMAIN . pE'1'AILS SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY B. ACACIA 5A1LEYANA BAILEY ACACIA A A.C. ACACIA CULTRIFORMIS KNIFE ACACIA ORNAMENTAL GRASSES VINES \ A.L. ACACIA LONGIFOLIA SYNDEY GOLDEN WATTLE 9 Vl DISTIGTIS BUCCINATORIA BLOOD -D TRUMPET VINE 5 GAL. 12 � � QUERCUS ILEX HOLLY OAK 36° BOX 5 GI KOELERIA ARGENTEA SILVER HAIRGRASS I GAL. 61 V2 PASSIFLORA 'LAVENDER LADY' NCN 5 GAL. 15 A.R. ALNUS RHoMt31FOLIA WHITE ALDER STANDARD G2 PENNISETUM SETACEUM 'RUBRUM COMPACTA' DWARF RED FOUNTAIN GRASS 5 GAL 23 V3 MACFADYENA UNG15 - CATI CAT'S CLAW 5 GAL. 12 A.S. ACACIA CULTRIFoRmiS KNIFE ACACIA ARBUTUS UNEDO STRAWBERRY TREE 36' BOX 3 G3 PENNISETUM ORIENTALE CHINESE FOUNTAIN GRASS 5 GAL 46 V4 PYROSTEGIA VENUSTA FLAME VINE 5 GAL. 10 C.S. CERATONIA SILIQUA CAROB ® STANDARD PERENNIALS E.C. ERYTHRINA c AFFRA CORAL TREE PI ACHILLEA MILLEFOLIUM 'HEIDI' PINK YARROW 4 INCH 42 HYDROOSEED MIX — NATIVE, NON — IRRIGATED 1115 S.F. E.F. EUCALYPTUS FfcIFol RED- FLOWERING GUM ® ACACIA PENDULA WEEPING ACACIA 24' BOX 2 P2 ACHILLEA MILLEFOLIUM "WHITE' WHITE YARROW 4 INCH 84 E.S. EUCALYPTUS SIDEROXYLON RED IRON BARD STANDARD P3 GAURA LIND14EIMERI 'WHIRLING BUTTERFLIES' NCN I GAL 94 ARTEMESIA CALIFOF�IICA CALIFORNIA SAGEBRUSH 3 LBSJACRE P4 SALVIA 'SIERRA DE SAN ANTONIO' NCN I GAL. 58 HI BACCHARIS PLLULARIS DWAR COYOTE BUSH 3 LBSJACRE F.S. FICUS SPECIES FICUS ACACIA BAILEYANA BAILEY ACACIA 36 1 OX ENCELIA CALIFORNICA BUSH SUNFLOWER 4 L56/ACRE L.S. LIQJIDAMBAR STYRACIFLUA SWEET GUM ® STANDARD ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT I L5S /ACRE M.N. MELALEUCA NESOPHILA PINK MELALEUCA RP- GROUND COVER ESCHSCHOLZIA CALIFORNIA CALIFORNIA POPPY 2 LBS /ACRE ROOT BARRIER /WATER BARRIER -SEE DETAIL HELIANTHEMUM SCOPARIUM SUN ROSE 1 LBJACRE P.R. PINUS Rol MONTEREY PINE GCI GERANIUM CANTABRIGIENSE 'CAMBRIDGE' NGN I GAL ®24' OG. 1808 SF. LOTUS SCOPARIUS DEER WEED 5 LBSJACRE P.T. PINUS TORREYANA TORREY PINE SHRUBS GC2 GERANIUM INCANUM NCN I GAL ® 24' O.C. 265 SF. LUPINUS BICOLOR LUPINE 4 L58JACRE 9 9 SI CIS7U8 BKANBER'sll ROCiGROSE 5 GAL. 105 GC3 HEUCHERA 'GENEVIEVE' CORAL BELLS -ROSE 1 GAL. ® 12 O.C. 1,585 SF. MIMMULUS PUNICEUS RED MONKEYFLOWER 2 L59JACRE S2 HALIMIOCISTUS WINTONENSIS NON I GAL 53 CaC4 My ppp PARVIFOLIUM MYOPORUM 1 GAL. B 36' O . C . 5140 S.F. SALVIA MELLIFERA BLACK SAGE 2 LBS /ACRE 63 KNIPHOFIA 'LITTLE MAID' RED HOT POKER - YELLOW I GAL. 29 . , SEE SPECIFICATIONS FOR REQUIRED HYDROSEED ADDITIVES NOTE: ALL EXISTING TREES TO REMAIN TO BE PROTECTED S4 SCABIOSA COLUM15ARIA 'BUTTERFLY BLUE' SCABIOSA I GAL. 90 GC5 LAMPRANTHUS SPECTABILIS TRAILING ICE PLANT FLATS ® 12' Oic. 1 ' B65 SF. $5 PHOIRMIUM 'MAORI MAIDEN' MAORI MAIDEN FLAX 5 GAL. 11 MARATHON 2 SOD 85 S.F. EXISTING LANDSCAPED AREA DISTURBED DURING CONSTRUCTION, SEE SPECIFICATIONS. TREE TRIMMING AND REMOVAL SHALL BE DONE OUTSIDE 66 COTONEASTER LACTEUS NCN 5 GAL. 34 THE RAPTOR NESTING SEASON. RAPTOR NESTING ST PYRACANTHA 'RUB ORN Y MOUND' FIRETH 5 GAL. 39 JUTE MESH / EROSION CONTROL NETTING - SEE SPECIFICATIONS �iil r II EXISTING PLANTING AREA MODIFICATIONS - SEASON IS FEBRUARY THROUGH SEPTEMBER SS WESTRINGIA FRUTICOSA COAST ROSEMARY 5 GAL, 21 SEE SHEET L5 NOTE: ALL NON —SLOPE PLANTING AREAS TO RECIEVE 2' LAYER OF BARK MULCH — SEE SPECIFICATIONS. BASE PREPARED BY: WITHIN THE LINE OF SIGHT, ALL SHRUB AND GROUND COVER PLANTING IS TO BE MAINTAINED AT A HEIGHT OF NO MORE THAN 30 AND TREE CANOPIES ARE TO BE MAINTAINED AT A MIN. 8' ABOVE FINISH GRADE. 11590 W. Bernor o Ct. Suite 100 N O' Son Diego, CA 91127 I 9 " ®20' TEL: (858)451 -6100 FAX: (858)451 -2846 , N \ I H www.bhific.com L ' °`'` 05/18/03 REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE PLANS PREPARED BY: D BV DRMVMIll CFEO1 BY APPROVAL$ 1�ITY ill ENC IINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2' BRASS DISC " RAL PH STONE E PAS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: LANDSCAPE CONSTRUCTION AND PLANTING PLANS FOR: DOW 1' BELOW AC SURFACE ' .20 Q� �° A f HORIZONTL: & ASSOCIATES \® g��J ®Q e7 Mel �Z.. v. ® .0 LOCATION: CENTERLINE OF ENCINEAS BLVD, LANDSCAPE ARCHITECTURE- PLANNING ,f® AIL GARDENS DRIVE E " 1 STATION R0458 21+90 EC 777 SOUTH HIGHWAY 101, SUITE 201 RECORDED FROM: COUNTY BENCH LEVELS SOLANA BEACH, CALIFORNIA �j / ELEVATION: 146.29 FEET DATUM: NAD 29 (858) 755 -3188 RR STONE EXP. 06/30/03 DATE Y ! f 11v.,4 9i �T 2 341 17 _j z z 2 4 2 2 4 4 4 s L -- -- 4 d 12 IA 12 16 7 � 3/ I" 3 /fi � \V -T6 \gy 4 r o /4 — I6 i - < HEET I/4 z z \ n l7 SEE S /� 1 v _�RR1C�A -�fON O� TI- FIB °AR ,4'" `, % .....•�'.. - -- -- I � F,� 3/4 16 — - r - - 1._--"_ .-- \ I ... .,.,.._, ` •� - • -._`'- mow. "._ � "_ I - �.."-- --.. f 2 16 T 1 / — VALVES (N _ _ _ _ ° V 16 _ \ _ --- \ R.O.W. LIN �_ 3" 4 4 4 S , \ —�c wE MAfv� \�� 1 z b 1 OGA7 1� _ Rw —y -� Rw cAri -- I -2 GLAfiM �z Rt z4 6l s \ 12 _ A ry r5r� c . I _ / - Pt RE Iz \ � 2 c, W � \ ' L 7E 1 I INE= w =- t 1 G r It i 3'3 O I ® ED WATER I� RECLAIM ' LOCATION L9 9 n LOCATE vEev / _ -- PLANTED O.W. - AREA. \ -� - ` �� y �• c 1� (/ 7 C j �( �� f �\ IN / \� AT � i � V D E' \� / B LOC E VVES IN PL NTED RO.W. ARE 4 1' STATION 10 50 aE^ \ 4 � l P' ,G - - -- 5 - - - -- e ra ,1r.A II < _ r b� i lv - -- � '; II � �� " - t✓1 f\� 1 Y ` L7 I ( ��`ti, ry -✓ y J y' ti f , A -_ A -12' -_ -_ _ - - - - - - -- sip_ - - - ' . _ _ - - -- - -_ -- - M }- - - - - - - - -- -- -- _ _ ® 4 T a — — — - - - -- -- -- — - ul —. `+ - -- -- --- — CAT \ / — -- —_ - -- -- _ — — 1 C;AN — C 1TV w _ _ 3'—_� Z.. U . _ I I i° 2 I" r \ >• � -- vi \•� � _. N —I �N W — 1 0 U " — c - - -- — - -- G - - - -2 0 0 . -- — c - -- 0 -- — — c — - — - z - , _ I � / C' 3" 2��- G \ ` ` - - -25 RECLAIMED _ - -- _ ��+ `__ 8 - -- s - - t - �� -_ T ( - J .. _ few -- - --=JI— T —N/ Rw -- -- RW -- RW - -- — — I d t OC �, —_ O T (VALVE - �vtF�, t W - - - -- - - -- — - Rw T I -25 REGI_Af1 R I t v -�- . yam RE BMWNIN AN - - I - w - - w -- -- w — -- - - -- w - - -- w - -- - - -- 1s- N L� . - - w - - -- - -- - �` — _ -- CATV __ —� 1 s -- -- - - -- w -- 120 v4C POWER SOURCE L ✓ 1K1 AR€ - - - - - - - -- - _ FOR CONTROLLER "CA n - -- -- "- -� - -- -- - - .- a°' =�ti^ —) I I — - -- - -- — —� - — — -- -- of , -- off wj — - - — x ; x — x -- A� IGHT POLE / x -- _ �� SEE GIYIL ENGrtR. P BASE PRE BY, f SAN DIEGO COUNTY DEPARTMENT OF L, 1 STATION 16+50 TO 23 +00 ENVIRONMENTAL HEALTH 1 1590 W. Diego. Bern CA 921o 27 APPROVED BY; DATE 1 = ,oa °' FO IRRIGATION LEGEND SEE SHEET L4 San Diego. TEL: (858)451 -6100 FA4 (858)451 -2846 L3 01/23,j02 www,bhiinc.com REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS P REPARED BY: STONE D BY DRAWN BY CHECKED BY APPROVALS CITY ®F- ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC RALPH g� 1 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: LANDSCAPE IRRIGATION PLANS FOR: DOWN 1' BELOW AC SURFACE HORIZONTAL: 1 - & ASSOCIATES LOCATION: CENTERLINE OF ENCINITAS BLVD. LANDSCAPE ARCHITECTURE- PLANNING Ate-°- `- /,�!��/ '�.d'�d�Il® GARDENS V0.7 DRIV 0038—Sl STATION R0458 214.90 EC 777 SOUTH I HIGHWAY 101, SUITE 201 �,/ j'$ '�,7� �p� RECORDED FROM: COUNTY BENCH LEVELS SOLANA BEACH, CALIFORNIA 1C P STONE 2/ ' �, ® Z ELEVATION: 146.29 FEET DATUM: NAD 29 (858) 755 -3Y88 RALPH ATE !! RL NO. 1459 EXP. 06/30/03 `84EET 27 �° 2 7 \ \ I I 2 � 2 2 2 \ 4 2 / � 4 4 4 b- \ 4 /b \ 4 Ib I, b r 1 1 4 12 12 / n I- u 4 15 11 3/4 12 ib - - SEE SHEET L& FOR i ._ 2 Ib 1 I l a 3/ u \ IRRIGATION OF THIS AREA 2 i \ ,. • 2 16 LOCATE MAINLINE WITHIN 2 4 4 \, R SIDEWALK_ 2 b Ib R.O.W.. UNDE !" 14 +00>_oe MAINLINE, rp 4 \\ ® �_' I _�_ HEAjDDND VALVES 000 11 4 , R.O.W. BIN �\ ter % 4 4 L OCATE' VALVES IN I -2 RECLAIMED WAT �S� 1x 2 2 2 ` 12 13 v Q_ PLANTED MEDIAN RE L9 , SIGN OGA I ION 2 1 s 12 11 12 / �� _ • LOCATE MAINLINE WITH _ C?:W. UNDER SIDE ', ^ .. , �. , , .. °'• <" ..- ^, ° ,-• — I '' ' A —� '` 2 212 ^ _ n ^ \;.... \ ^ 2 RECLAIMED WATER f -2 SIGN LOCATION L9 2 �\ S , 1 CAT LYE LO E ,; , . � _ ,_ PLANTED O.W. AREA 3 ' •. a .. �\ / y n• J LOCATE VALVES IN /vr 4, 4 -- PLANTED R.O.W. AREA 4 � LOC E \X4LVES IN S Ph T R`O.W. AREA \ 0 4 �\ STATION 10 +00 TO 16 +50 4 4 4 4 SEE ENGINEERING NOTES REGARDING LANDSCAPING IN THIS AREA 0 2 4J 2 1 2 4 Q -` 2 s (��4cl� 2 2 22 4 I 2 2 4 4 n d q Z �• 2° 4 4 t - O L. U �.i r 4 Ib b 16 Ib \ I ,CAP AND REPAIR' EX (I) S ISTING C SLO IR iGAT ON A NEC A -10Q b E �Q x TO ��ROV�D 1=U1 -L COVER E AIN 3 /4 ° 3 /4 EXISTI TER POC �O PI ' Z — Ib 16 Ib ib 1x A -12 15 i — • a•' l x 10 _ ,:, �.. ^•, 3 i 3/ n � A -14 "A -1S CAP AND REPPAIR EXISTING CAP AND REPAIR EXISTING _ - W \� I i LOPE IRR IGATION AS NECES�SARY 1z ¢1 LOCATE MAI INE��► x x LAWN IRRIGATION AS NE CESSARY } ' cn 8 +0 2 i 1 3 1 TO PROVIDE FULL COVERAGEE POC O REMAIN HEADS, AND VALVES 0 I _ _2 + 0 0 z ITHIN R.O.W. Fri Y u,r�1 ca I I 20 +00- 21 +00 _ 23+ -25 RECLAIMED WA 00 LOCATE VALVES STRAIN _ I " IL9 G OC O A A AT —1 OCAt MAIN fN t O TROLL ITHII� R.O.W. 1 -25 RECLAIMED WATER H. 1T�1fN RO.W: CT1'PJ 1' 12 1° 'I i_ . PLANTING AREA __ / x L9 G OC O 120 VAC POWER SOURCE - I I x /4 x 4 - FOR CONTROLLER - - I / I Hr a T - AT G POLE SEE CIVIL ENGR. PLANS BASE PREPARED BY: — r - k SAN DIEGO COUNTY DEPARTMENT OF r ? ENVIRONMENTAL HEALTH ar STATION 16 +50 TO 23 +00 A NORTH 11590 W . Demo c 100 1 " =20 FOR IRRIGATION LEGEND SEE SHEET L4 i g Son Diego, CA 9 9212127 TEL: (858)451 -6100 FAX: (858)451 -2846 ' �' APPROVED BY: DATE L www.bhiinc.com REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE PLANS PREPARED BY: BY �� BY PP AR OVALs CITY OF �ri1G 1�11'TA.S ENGINEERING DEPARTMENT DRAV�iNG NO. DESCRIPTION: 7 " BRASS DISC " RALPH STONE �g p�p�D UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: LANDSCAPE IRRIGATION PLANS FOR: �y r� y T �T DOWN 1' BELOW AC SURFACE HORIZONTAL: –20 & ASSOCIATES 0038 — S l (©. ® LOCATION: CENTERLINE OF ENCINITAS BLVD. LANDSCAPE ARCHITECTURE- PLANNING �lVf1'� GARDENS ®Ill • G STATION R0458 21 +90 EC 777 SOUTH HIGHWAY 101, SUITE 201 RECORDED FROM: COUNTY BENCH LEVELS SOLANA BEACH, CALIFORNIA y� (858) 755 -3188 RALPH STONE DATE ELEVATION: 146.29 FEET DATUM: -- 29 RIA NO. 1459 EXP. 06/30/03 f ;k Vle 50E ARDEN f< A 0 IND CUR5 MA INL INE WI AT MA __WALL 1 1 IR.O.W. 5EH 0 j io Z L _�4tr= MAINL 7 77 , 30 VARIES EA TV V -4/— CATV ,,I V TV a mmmmii- I - -A, A__ --A 0 24+0( 3/4 __j Eli w Ld +00 w w 2-7 0 +_aa- co Ed H w 16 1 - w 4 vv 16" W 3/ _N— 51 4 4 4 - V) U-1 OH 7�H Ed Ld c-w OH _944 4— T cf) cn REW I �EWI R ==4- R 11 11 LLI Ld 0 11 _/4 z 2 WITHIN IAN 0 TV -k � _j 0 _j 0 C4 T X; y " 3 P HP EUG P ( WEET L& O.W. T MAI�L - - - - - - _X� -W-LTH-1 0 N F. c _y 9 5 TING R.O.W 1- All 4 A fill STATION 23+00 TO 29+'50 V e x '4 X � 4 7 - T > RE(aLA4MEZ�-W E TING s VALVE S c j TION 7 -1 C) 11\1 w 32+00 33+00 > ) 4 4 4 4 w - G 4 4 4 1 107 1, REW --- REW L U) 7 AIV E E E FF_ .Li T E ELI -- w 6A Tv' T ' Z j y (,A 11 --- CAT T G v T F T�, ^ A E E IF ------ j < 5 T WITHIN M IA N RIO. - 0 AT" --WITH[ -A A - ------ MAINLINE WITHI I=LANTINP- > T (b U K_�, I- t�7 IN I E _�VN LO c_ _ R _CQNTROLLE � C ALV 5 E3 6TRA -su fit, i FOR IRFRIGAVON OF _48 T,� SE 9 T E_ t A NTR LE [THIN _4R T-F.XISTING LIG14T POL-E SH SEE CIVIL "ENIGR. PL ANS n �f_; . fDE A 4) WIRES TO LIMI+- e) r_eDNTR0LLr7R nNIN r-"r A r_ IIJIR T -\SEE SHEET L(o FOR I MA I -t TNLNE- 5 lf;� GATION OFT4Ii6:A-REA DISCONNECT J ACENT MAINLINE " 4rtx IE t= NP 6 V V FROM EXISTING SOURCE SEE 5PECIF 5 r NS, STATION 29+50 TO 35+80.45 14� RECYCLED WATER STANDARD PLAN NOTES IFRfRIGATiON LEGEND DETAIL SYM50L MANUFACTURER- PART NO.-DE5CRIPTION I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SAN DIEGUITO WATER DISTRICT. AN 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL ME PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR F OFF. 3' BEST MANAGEMENT PRACTICES SHALL BE USEDTO ELIMINATE OR CONTROL LTO THE BEET EXTENT POSSIBLE PCNDING, RN-OFF, OVER -SPRAY AND MISTING. DETAIL SYMBOL MANUFACTURER-PART NO.-DESCRIPTION CONTROLLER IDENTIFICATION AND STATION NUMBER "A. HOSE BIBS ARE STRICTLY PROHIBITED. WATER LINES ARE STRICTLY PROHIBITED. 2" WATER MATTER OFF RECLAIMED WATER SUPPLY - NTRACT -';r S,; CROSS - CONNECTIONS S BETWEEN RECYCLED WATER LINES AND POT TO VERIFY SIZE, N.A. -SYSTEM FLOW (GPM) 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL CP THE SAN DIEGUITO WATER DISTRICT, STATIC PRESSURE, LOCATION, AND SIZE IN FIELD. As=D ' 81 R IC WATER T ALL MAINLINE PIPES SHALL HAVE WAJRNfWj TAPE PER SAN DIEGUITO WATER DISTRICT'S FRULES AND REGULATIONS. PRESSURE: 110 PSI, SEE CIVIL ENGR. PLANS FOR ADDITIONACiNFoRMATION. -VALVE SIZE B. H OURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 PM, TO 6:00 AM- THE HORS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY Be MODIFIED B1-THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER 54ALL BE UNDER THE SUPERVISION OF THE 1-15 BAef PVC, SCHEDULE 40 PRESSURE MAINLINE, PURPLE (NON- POTABLE) PIPE DESIGNATED U 0 S IRRIGATION WITH WATER OF A LESSER DUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10,,00 ILI KING BROTHERS KBI-BTU TRUE UNION TxT LINE SIZE ' VALVE SIZE AS NOTED, SEE DETAIL FOR DEPTH PM. AND 6:0 - R. 5. BURIAL M ALL WIRWB�AND PIPING SHALL MEET SAN DIEGUITO WATER DISTRICT* RULES AND REGULATIONS. 31 WILKINS Y5 SERIES 'Y' STRAINER IN PVC CLASS 200 LATERAL LINE, PURPLE (NON- POTABLE) PIPE 10. NON- DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION TWRM';m SIZE AS NOTED, SEE DETAIL FOR DEPTH IRRIGATION. OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SMALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER - SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. El CARSON /BROOKS MODEL 141'B-12 VALVE 5 IIITH 14le-45 COVER --------- PVC SCH. 40 5LEEVING - SEE DETAIL FOR DEPTH, 12. RECYCLED WATER QUICK COUPLINOkV WILKINS 500 PR SERIES PRESSURE REGULATOR IN ALVES SMALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER SAN DIEGUITO WATER --------- DISTRICTS MILES AND REGULATIONS. 2 TIMES DIAMETER OF PIPE 13. ON RECYCLED WATER SYSTEMS, ALL AFRURTENANCES !SPRINKLER HEADS, VALVE BOXES, ETC.) SMALL ME COLOR-CODED PURPLE PER AMA GUIDELINES AND SECTION 81S SAPEt CARSON /BROOKS MODEL 1419 -12 Y�AEVE BOX WITH 1419 -45 COVER 2 NETAFIM 51OLINE-S-12 PRESSURE COMPENSATING NON - POTABLE (PURPLE) 14 115 A OF THE CALIFORNIA HEALTH AND ALL IRRIGATION PIPES SMALL BE STENCILED WITM ,TWE WARNING, "NON-POTAME OR RECYCLED WATER' COLOR -CODED (PURPLED AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIEGUITO WATER DISTRICTS RULES AND REGULATIONS, M INIMUM OF FOUR FEET r _ DRIPPERLINE - 0.`3 GPH IN-LINE EMITTER AT 12' O.G. 151 ON NEW ON -SUE SYSTEMS (POST- METER), POTABLE WATER CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A M _65� RAIN51RD EPB-CP-NP S�es 2' PRESSURE REGULATING MASTER VALVE IN APART OR AS DIRECTED BY THE PROJECT ENGINEER AND / ,, REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTER LINES. ILA 16. CONSTANT PRESSURE RECYCLED WATER LINES SMALL CT LEAST TWELVE INCHES BELOW POTABLE WATER LINER AND MAINTAIN AT LEAST TWELVE INCHES T CARSON /BROOKS MODEL 419-12 VALVE BOX WITH 141S-45 COVER G NETAPIM 65ARIA015 AIR VACUUM RELIEF VALVE GROSSING SEPARATION BETWEEN OT Rd6&A HER UTILITIES. LOCATE AT HIGHEST ELEVATION ON SYSTEM 11. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THEN TWELVE INCHES BELOW A POTABLE WATER LINE, CALSENSE FM 10 P661,1.1 METER INSTALLED IN CARSON/BROOKS MODEL 141 VALVE DETAIL eyt-T MANUFACTURER-PART NO.-DESCRIPTION ARC RADIUS pal GPM BOX WITH 14le 4t COVER AMC) KING BROTHERS KBI-BTU TRUE UNION BALL VALVE (D RAIN51RD' 1312-SAM-FOR5-NP-6<2 POP - SPRAY SO 51 30 0 AN APPROVED PROTECTIVE SLEEVE AS PER THE SAN DEGUITO WATER DISTR WATER DISTRICT ICTS RULES AND REGULAT(e.NS. BE /OR , I IS. ptVELOPER/CONTRACTOR SMALL THEN THE RECYCLED WATER LINE SMALL C4NDUCT A CRO INSTALLED WITHIN -CONNECTION TEST AND COVERAGE TEST TER DIRECTED AND DIEGO Y PARTMENT OF ENVIR ONMENTAL 14LT14 PRIOR TO ANY USE 6-4RECYCLED WATER .10 IS THE COUNT REMIRED DE CROSS-coNNECTION INSP ION SMALL Me DONE BY EITHER TA�DAN DIEGUiTO WA DISTRICT By THE 64N AND /OR TH SAN ISWITO DIEGO C4�)UNTY DEPARTMENT THE OF Sit" 61- �& E3 Q RAI N5 1RD 1512-SAM -PRS-NP-61-1 POP -UP S PRAY 180 5 . 30 0.20 ENVIRONMENTAL HEALTH. COPIES OP INSPECTION REPORTS WILL ME FORWARDED TOJ*k NON -INSPECTIW3 PARTY. VA 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER 'Do NOT DRINK 6 SMALL BE CALLED OUT ON THE PLANS. RAIN5iRD 1812 -SAM- PRS -NP-6VAN POP -UP 1812 -SAM-PRS-NP-SW 5 FRAY VARIER 30 VARIED 21, WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SMALL SIGNATIED IN WRITING. THIS INDIVIDUAL SMALL BE FAMILIAR WITH PLUMBING ss CTI , D 1-21 VA �V RA INBIR D 1812-SAM-PRS-NIP-OVAN POP-UP SPRAY VARIES a. 30 RAIN POP-UP SPRAY leo 30 0.52 SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS Or ISACKFLOW/CRO - TECTION, THE RECYCLED pURvEyOFIr6 RULES AND REGULATIONS APO V ASSEMBLY I °15 IN VARIES THE SPECIFIC REQUI OF A RECYCLED WATER SYSTEM. COPIES Or THE DES W11 TACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEWI \ �� L _ WATER DISTRICT AND/OR THE SAN DIEGO C TY DEPARTMENT Or ENVIRON MENTAL HEALTH. Rsowapoors MODEL 1 VALVE BOX WITH 1130-45 COVER RAINSIRD 1512-SAM-PIRS-NP-101-1 POP -UP SPRAY 180 10 30 0.1 cj IN GAGE Or EMERGENCY CONTACT AT -OF-UP SPRAY 3910 10 1 30 1218 NAME PHONE NUMBER G) RAINBIRD I512-SAM-F-R5-NP-iOF F OR AFTER HOURS CARSON/BROOKS MODEL 141'5-12 VALVE BOX WITH 141 COVER RAIN51RD EF-5-NP -NF-HAN SERIES REMOTE CONTROL VALVE IN @ IRAINBIRD 1812-SAM-PIRS-NP-10VAIN POP-UP SPRAY VARIES 10 30 VARIES C:ONTACT AT NUMBER @ RAINB 1812-SAM-PRS-NP-12W POP-UP SPRAY 180 12' 30 1.30 NAME PHONE 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ININCLUDING FIRE MAINS AND ANY WATER WELLS AND WATE W I THIN THE RECYCLED WATER PROJECT 81 -BALL D _ NELSON 1645 NON - DOMESTIC WATER QUICK COUPLER VALVE INSTALLED @ RAINBIRD 1812-SAM -PRS-NP-12VAN POP -UP SPRAY VARIES 12 BE SHOWN ON THE PLANS. OOR EATING AREAS THIS SITE. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OJTD IN CARSON/BROOKS MODEL 1 310 VALVE BOX WITH 910 -48 COVER (9) RAINBIRD 1812-5AM-PR5-NP-150 POP -UP SPRAY 90 15 30 0.212 24, EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER (V 1812-SAM-PR5-NP-151-1 POP -UP SPRAY 1w 15 30 1155 PER-SCISINEL MUST BE INFORMED THAT RECYCLED WATER 19 MEANT FOR IRRIGATION PURPOSES ONLY, AND 15 NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, -2 RAINBIRD 1812-SAM -FIR5-NP-15F POP-UP SPRAY 360 15 36 3.10 CLEANING Or TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE Or EMPLOYEES IN THE LANDSCAPE INDUSTRY IT 19 IMPORTANT T1416 INFORMATION BE D155EMINAT D ON AN (9) RAINBIRD 1812-5AM-PRS-NP-15VAN POP-UP SPRAY BASE PREPARED BY. a v DRIP BLOW OUT STUB VARIES 15- 30 VARIES ALMOST DAILY BASIS. AND POTABLE WATER TED D CONTROLLER- CALSEN5E ET2000-I6-R-G-R5-RR/5SE-R 16 STATION PHONE READY .50 _E, CONCRETE MOW STRIPS OR O 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS THE IRRIGA R APPROVED METHOD WITH RECYCLE S. WATER GA IN TOP OPEN STAINLESS STEEL CONTROLLER ASSEMBLY WITH I& HUNTER PGM-12-250-A-R-V POP-UP GEARED ROTOR - 70 Iv SEPARATION SHALL BE PROVIDED By DISTAN HUNTER 12-ID-A-Ri-V POP -UP GEARED ROTOR 180 1.00 SAN DIEGO COUNTY DEPARTMENT OF ANTNNA H U N TER FGM-12-2.0-R-V POP-UP GEARED ROTOR 36 26' 40 2.00 ENVIRONMENTAL HEALTH ET GAGE, RAIN BUCKET, BUILT -IN RADIO REMOTE, AND DOME E 1-2 POWER TO BE PROVIDED BY CONTRACTOR TO CONTROLLER Q� I I Q 1 1_ CONTROLLER- CAL51EN.515 ET2000-5_R_G_R5-RR/SSE-R a STATION PHONE READY ALL SPRINKLER BODIES TO INCLUDE PURPLE CAPS SIGNIFYING NON - POTABLE WATER USE. NORTH 11590 W. Bernor o Ci. Suite 100 CONTRACTOR TO INSTALL pCS SCREENS WHERE NECESSARY TO OPTIMIZE SPRAY COVERAGE. Son Diego, CA 92127 CONTROLLER IN TOP OPEN 5TAINLE55 STEEL CONTROLLER ASSEMBLY WITH "- TEL (858)451-6100 FAN: (858)451-2846 i POWER TO BE PROVIDED 5Y CONTRACTOR TO CONTROLLER DATE 1 -20 ET GAGE, RAIN BUCKET, BUILT -IN RADIO REMOTE, AND DOME ANTENNA APPROVED BY: L4 01/23/02 www,bhiin Ll — 4 9� REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESKNED BY DMWN BY CHECKED EIV APPROVALS CITY OF E-NC:�IINITAS ENGINEERING DEPARTMENT DRAWING NO. w REVISIONS APPROVED DATE 2" BRASS DISC RALP_rr1'_ STO'WE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: LANDSCAPE IRRIGATION PLANS FOR: DOWN V BELOW AC SURFACE HORIZONTAL: 1`20 & ASS(DICIATES 0038-SI = LOCATION: CENTERLINE OF.ENCINITAS BLVD. LANDSCAPE ARCHrrERE- PLi MAIL GARDENS DRIVE STATION R0458 21+90 EC 777 SOUTH MGHWAY 101, SUrrE 201 Ivd RECORDED FROM: COUNTY BENCH LEVELS SOLAISTA BEACH, CALIFORCALIFORNIA 2-11 11 ®z (858) 755-3188 RALPH ISTONE DATE 2— ELEVATION: 146.29 FEET - DATUM: NAD 29 1 . REA N. 1459 EXP. 06/30/03 o.W. QUA( ICAL LOCATE MAINLINE WITHIN -RO.W. BEHIND WALL ARDEN �� LOCATE MAINLINE WITHIN R.O.W. BEHIND CURB • - - �2� I _ ' J � -b0 - 24 +0' 3,411 1„ " m I o - _ - +-- - --{- i 3 N _ _ 0 - - -26 +00 - �i 27 +00 3 ' 29 +00 8 -4 I m (� 4 A 4 4 4 4 4 4 4 4 4 4 V — 4 - 4 L LLJ 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 5 1 9 w I I - 1" 6 1" 3' - I r - cwn -- I I �I� III �� _ I J - -_ - >. + , LLj I II II Z - 2 r I I II II • J .. r ... ... d. r 1 - _ LOCATE THIS QC 3 I a Asa=! 14 T Lrol - - - - WITHIN MEDIAN 1" 2m �4 IIoF \ RO.W. - - LOCATE M�4INLINE WITHIN PLANTING R.O.W. 4 I Z�� Cn ' -- —.1 m F I I STATION 23 +00 TO 29 +50 r - - - B-5 - -- - - = I -25 RECLAIMED WATER 1 - I EXISTING 3/ I 1 26 _ L J G OC Oil 1 /4 2e VE > 30 +00 32 +00 �53 +00 3 - _ m I I_ 5 4 4 4 4 4 4 4 4 .4 4 4 4 4 4 4 5 4 4 - 4 "4 4 4 4 4 4 4 4 ° 41 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 9 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 W Hl w L �� - _�� _ ® ®;� �® 111 -® I® i ® I— ® - ® ® ® 11 ® -tl 2u 2 w I 2 - - - - ___._. �_.I I_ 2- _ -- — - J - ADJACENT -- - - -- L,._.. . II II < ,. EXISTING MAINLINE Q OCATE THIS QCV OCATE THIS QCV _I WITHIN MEDIAN C��TJ -- - WITHIN MEDIAN Fm R Y �' IM u10RK� R.O.W. LOCATE MAINLINE WITHIN PLANTING R.O.W. C R O.W. - . n I LOCATE MAINLINE WITHIN PL "ANTING'R.O.W. I - - -- - C D 1 120 VAC POWER SOURCE FOR CONTROLLER CB LOCATE VALVES, STRAINER, REGULATOR, SEE SHEET Leo FOR AT EXISTING LIGHT POLE METER, AND CONTROLLER WITHIN R.O.W. PLANTING AREA f IRRIGATION OF THIS AREA I SEE CIVIL ENGR PLANS PROVIDE AND RUN (4) EXTRA WIRES TO LIMIT OF WO 1 _ SEE SHEET Leo FOR ,CONNECT- ADJACENT WIRES TO CONTROLLER -CB CONNECT NEW MAINLINE TO ADJACENT MAINLINE' STUB' IRRIGATION OF- TI-IIS ;4REA DISCONNECT ADJACENT MAINLINE AND VALVE WIRES FROM EXISTING SOURCE -,SEE SPECIFICATIONS STATION 29 +50 TO 35 +80.45 fRfRIGAT I Ole! LEGEN DETAIL SYMBOL MANUFACTURER -PART NO.- DESCRIPTION RECYCLED WATER OI DAR PLAN NOTES I. ALL WORK SHALL BE DONE IN ACC PLAN WITH THE SAN DIEGUITO WATER DISTRICT. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR RUNOFF. DETAIL SYMBOL MANUFACTURER -PART NO.- DESCRIPTION B. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER -SPRAY AND MISTINS NOTE: A- CONTROLLER IDENTIFICATION AND STATION NUMBER 4, HOSE 5158 ARE STRICTLY PROHIBITED. , , FL'/N' COMPLETION AND APPROVAL OF 2" WATER METER OFF RECLAIMED WATER SUPPLY - CONTRACTOR TOR TO VERIFY SIZE, NA 5. CROW- CONVECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. THE IRRIGATION SYSTEM, THE U>i 1 STATIC PRESSURE, LOCATION, AND SIZE IN FIELD. ASSUMED STATIC WATER I' 12 -SYSTEM FLOW (GPM) 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE SAN DIEGUITO WATER DISTRICT. �. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. CONTRACTOR SHALL APPLY FOR PRESSURE: 110 PSI, SEE CIVIL ENGR. PLANS FOR ADDITIONAL INFORMATION. VALVE SIZE 8. HOUR& FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 PM. TO 6:00 AM- THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY CYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE INSTALLATION OF THE NEW WATER I -12 PVC SCHEDULE 40 PRESSURE MAINLINE, PURPLE (NON- POTABLE) PIPE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER DUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HO'JR5 OF 10:00 METERS BY THE SAN DIEGUITO WATER KING BROTHERS K81 -BTU TRUE UNION TxT LINE SIZE BALL VALVE L1 ® ® SIZE AS NOTED, SEE DETAIL FOR DEPTH PM. AND 6:00AM- S. BURIAL OF ALL WIRING AND PIPING SHALL MEET SAN DIEGUITO WATER R DISTRICT'S RULES AND REGULATIONS. DISTRICT. THE APPLICATION PROCESS PVC: GLASS 200 LATERAL LINE, PURPLE (NON- POTABLE) PIPE 10. NON- DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER WHETHER BY WIN05LOUN SPRAY OR BY DIRECT APPLICATION THROUGH IS ESTIMATED TO BE TWO TO THREE ' WILKINS *T`15 SERIES "Y' STRAINER IN 8 -13 SIZE AS NOTED, SEE DETAIL FOR DEPTH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN CONSTRUCTION PRACTICE OR SYSTEM OPERATION, Ib STRICTLY PROHIBITED. L9 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRAYING ON SIDEWALKS, STREETS AND NON - DESIGNATED USE AREAS, U)EEKS. THE FEES FOR THE WATER CARSON/BROOKS MODEL 1419 -12 VALVE BOX WITH 1419 -48 COVER � _ PVC; 5CH. 40 SLEEVINCa - SEE DETAIL FOR DEPTH 12. RECYCLED WATER QJICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER SAN DIEGUITO WATER METER AND INSTALLATION THEREOF _ 2 TIMES DIAMETER OF PIPE DISTRICT'S RULES AND REGULATIONS. 2 WILKINS 500 HR SERIES PRESSURE REGULATOR IN 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) &HALL BE COLOR -CODED PURPLE PER AWWA GUIDELINES AND SECTION DILL BE PAID FOR BY THE CITY. 115815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. L9 CARSON/BROOKS MODEL 1419 -12 VALVE BOX WITH 1419 -4B COVER I'2 _ _ NETAFIM BIOLINE -9 -12 PRESSURE COMPENSATING NON - POTABLE (PURPLE) I4. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING,'NON- POTABLE OR RECYCLED WATER' COLOR -CODED (PURPLE) AND LAID WITH WARNING TAPE AND I-g DRIPPERLINE - Oa9 GPH IN -LINE EMITTER AT 12 ' O.G. STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. -5 RAINBIRD EFB -GP -NP -HUN SERIES 2" PRESSURE REGULATING MASTER VALVE IN 15. ON NEW ON -SITE SYSTEMS (POST - METER), POTABLE WATER CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTER LINES. L CARSON/BROOKS MODEL 1419 -12 VALVE BOX WITH 1419 -4B COVER oj ® NETAFIM 65ARIAO75 AIR VACUUM RELIEF VALVE 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES LOCATE AT HIGHEST ELEVATION ON SYSTEM CROSSING SEPARATION BETWEEN OTHER UTILITIES. -6 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, L, CALSENSE FM 1.0 FLOW METER INSTALLED IN CARSON/BROOKS MODEL 1419 -12 VALVE DETAIL SYM MANUFACTURER -PART NO.- DESCRIPTION ARC RADIUS PSI GPM THEN THE RECYCLED WATERLINE SHALL BE INSTALLED WITHIN E APPROVED PROTECTIVE SLEEVE AS PER THE SAN E SAN WATER DISTRICT'S RULES AND DIEGUITO WATER DISTRICT AND /OOFR T ATIONB. 18. DEVELOPER /CONTRACTOR SHALL CONDUCT A CROW-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE SD ". THE SAN -g BOX WITH 1419 -48 COVER AND KING BROTH ' -RS KBI -BTU TRI "E UNION BALL VALVE I RAINBIRD 1812- SAM- PRS -NP -6Q POP -UP SPRAY 50 5' 30 0.10 DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER Q RAINBIRD 1812- SAM- PRS -NF -6H POP -UP SPRAY 180 5' 30 020 IS. THE REGIUIRED CROSS - CONNECTION INSPECTION $HALL BE DONE BY EITHER THE SAN DIEGUITO WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON- INSPECTING PARTY. QQ RAINBIRD 1812- SAM- PRS -NP- &VAN POP -UP SPRAY VARIES 5' 30 VARIES 20, THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER'DO NOT DRINK' SIGNS SHALL BE CALLED OUT ON THE PLANS. I - 4 RAINBIRD 1812- SAM - FRS -NF-SH POP -UP SPRAY 180 8' 30 052 RU 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON -BITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING ® DRIP VALVE ASSEMBLY IN Lg SYSTEMS WITHIN THE PROP ERTY, WITH THE BASIC CONCEPT O F BACKFLOW /CROSS- CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND g CARSON/BROOKS MODEL 1130 -18 VALVE BOX WITH 1"130 -4$ COVER 5 RAINBIRD 1812- SAM - FRS- NP -8VAN POP -UP SPR VARIES AY $' 30 VARIES THE S IFIC E C STR AND/OR T HE SAN IEC REC Y C LED LUA TER DEPARTMENT OF COP IES Or TH E DESI NA ION WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGUITO Cr, RAIN51RD 1512-SAM-FIRS-NP-101-1 POP -UP SPRAY 180 10' 30 olcz IN CASE OF EMERGENCY CONTACT AT I -1 RAINBIRD EFB- CP- NP-HAN SERIES REMOTE CONTROL VALVE IN RAIN51RD ISI2-SAM- NF`- NP -IOF POP -UP SPRAY 360 10' 30 158 NAME PHONE NUMBER CARSON /BROOKS MODEL 1419 -12 VALVE BOX WITH 1419 -4B COVER 8 RAINBIRD 1812- S P AM- RS- NP -10VAN POP -UP SPRAY VARIES 10' 30 VARIES OR AFTER HOURS CONTACT AT e RAINBIRD 1812 SAM - FIRS NP - 12H POP - UP SPRAY 180 12' 30 130 NAME PHONE NUMBER _I 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER W AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL O NELSON 7645 NON - DOMESTIC WATER QUICK COUPLER VALVE INSTALLED RAINBIRD 1812 - SAM- PRS- NP -I2VAN POP -UP SPRAY VARIES iz' 3m VARIES B=- SHOWN ON THE PLANS. L 1 IN CARSON/BROOKS MODEL 910 VALVE BOX WITH 910 -45 COVER 1 RAIN51RD 1812- 8AM- PRS- NP -15Q POP -UP SPRAY 90 15' 30 0.52 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 2 RAINBIRD 1812 - SAM PRS NP - 15H POP - SPRAY 180 15' 30 185 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BAST& OF THE PRESENCE OF RECYCLED WATER -2 DRIP BLOW OUT STUB - PERSONNEL MUST BE INFORMED THAT RECYCLED WATER 18 MEANT FOR IRRIGATION PURPOSES ONLY, AND 18 NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, 3 RAINBIRD 1812- SAM- PRS -NF -15F POP -UP .SPRAY 360 15' 30 3.70 CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT 18 IMPORTANT THIS INFORIATION BE DISSEMINATED ON AN BASE PREPARED BY: ALMOST DAILY BASIS. CONTROLLER- CALSENSE ET2000 -24 -- R- G- RB- RR/SSE -R 24 STATIC, .q PHONE READY RAINBIRD 1812- SAM- PRS- NP -I5VAN POP -UF SPRAY VARIES 15' 30 VARIES 25 A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER UN gel I_I CONTROLLER IN TOP OPEN STAINLESS STEEL CONTROLLER ASSEMBLY WITH 5 HTER PGM- 12- BO -A -R -V FOP -UP GEARED ROTOR 90 16' 40 050 SEPARATION SHALL BE PROVIDED B DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. E3 ET GAGE, RAIN BUCKET, BUILT -IN RADIO REMOTE, AND DOME ANTENNA s HUNTER PGM- 12- ID -A -R -V POP -UP GEARED ROTOR 180 20' 40 1.00 I_2 POWER TO BE PROVIDED BY CONTRACTOR TO CONTROLLER © HUNTER PGM- 12- 2.0 -R -V POF -UF GEARED ROTOR 360 26' 40 2.00 SAN DIEGO COUNTY DEPARTMENT OF 42 ENVIRONMENTAL HEALTH L, CONTROLLER- C;-Gs- ET2000- 5- R- G- R - RR/SSE -R S STATION PHONE READY ALL SPRINGLER BODIES TO INCLUDE PURPLE CAPS SIGNIFYING NON - POTABLE WATER USE. 11590 W. Bema o Ct. Suite 100 CONTRACTOR TO INSTALL PCS SCREENS WHERE NECESSARY TO OPTIMIZE SPRAY COVERAGE. San Diego, CA 92127 CONTROLLER IN TOP OPEN STAINLESS STEEL CONTROLLER ASSEMBLY WITH NO TEL: (858)451 -6100 FAX: (858)451 -2846 I -3 ET GAGE, RAIN BUCKET, BUILT -IN RADIO REMOTE, AND DOME ANTENNA www.bhiinacom L7 POWER TO BE PROVIDED BY GONTRAGTOR TO CONTROLLER �0�'� �� APPROVED BY: DATE L4, 1 "�20' 1 3 0217 REVISIONS APMV® DATE N RK OES DATE BENCH MA SCALE PLANS PREPARED BY: DeeK� BY DRAWN BY BY APPROVALS 3 n,. CITY ®F ENCINI ENGINEERING DEPARTMENT DRAWIN 3 NO. J p 6- DESCRIPTION: 2" BRASS DISC RALPH STONE " PLANS UNDER 111E �N OF 29 ' RECOMMENG0 BY: APPROVED BY: " DOWN 1 BELOW AC SURFACE pp�� /� ^pL'ANDSCAP�E IRRIGATION PLANS FOR: � � 1 ,/ O HORIZONTAL_' =20 & 1� SOCIATES 7 � �� QUAIL. GAR ®ENS DRIP= LOCATION: CENTERLINE OF ENCINTTAS B LANDSCAPE ARCHITECTURE- PLANNING / ®WVN'�SI I / STATION R0456 21+90 EC 777 SOUTH HIGHWAY 101, SUITE 201 3 / R �^°�: 'l� ' a' °: ,, - .. Z, RECORDED FROM: COUNTY BENCH LEVELS soLANA BEACH, CALIFORNIA F* ELEVATION: 146.29 FEET DATUM: NAD 29 (858) 755 -3188 RLA 1459 EXP. 06/30/03 D TE 1 ®° /•,'T --3 �- 1 , I )I 1 \ I ✓ i LI E n /'� '. /\� -' BAR' � ; �... �,, r - F'- — - -, JUTE —/y - ✓ �� n Gc7 T� am LAO _ 8" - -•-- � -- .� -' y -i . -' e � r' �a �A -- IS (�Ajv _ W Rol { f R� 1 F' a� W -- _ �� •�- STATIONS 17+18 TO 18+70 STATIONS 11+40 TO 12 +72 FL74NTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME 512E QTY. __ -- — - - -- - - - -- -- A - -- S = — li d — - - - - -- 8 -- t S -- MELALEUCA NESOP�IILA PINK MELALEUCA 30 BOX MULTI 3 NOTE: WITHIN THE LINE OF SIGHT, ALL SHRUB AND GROUND COVER PLANTING \ 3 2+ 00 IS TO SE MAINTAINED AT A HEIGHT OF NO MORE THAN 30° AND TREE Sl ROCKROSE 5 GAL. I� / 9 _ 11 CANOPIES ARE TO BE MAINTAINED AT A MIN. S' ABOVE FINISH GRADE. CISTUS SKANBERCxI I -- ' - -- -- VV -- - - - - --- VJ - - -= - -�* - W -- - - - - - - OF a61GFIT � - I �, I jII sEExoTerWls -__ _ 9 I- IEMEROCALLIS SPECIES PAYLILY YELLOW - - -- - — REw - -- - - - -- - -- -- — N✓ — -- -- - 1 CRAW. 12 O.G. 13(a 5 F. REMOVE "iT..fIf6AFIEAR EkIST..PRI EXi$T. - I _ ' - — —..- -- - - - --- -- E - F IV :krarLlc�lpAr aie E sTn Det� - -- !n is s n C - - -- , -- -- E LIGUSTRUM JAPONICUM PRI1/IT la CaAL. 45 e' olet., z 1n DsW �� k . C _ -- — - t V-- — — - -- e �� 7V -- m �_ LI E OSA F 6 — _�� 1 i e C W bEE NOTE JWIS SHEET -- - -� W GC5 LAMPRANTI-IUS 5PECTABILIS TRAILING ICE PLANT FLAT5al2" O.C. 1,110 S.F. .P _.__ - -= _= - V4 :�r �4 L i'\ E MESH - SEE SPECIFICATIONS P A J ' - I f� L �_ .11� � ' _; �! 11 I W JUT \J d CAZANIA SPECIES TRAILING C�AZANIA FLATS 12 O.C. EXIaT 1® S.F. rte, r �0 �� C CPo '3 �I 1 v MG PRIVIT T r r — rI f - J - T r w` O s FLAT5a12 O.C. 22 U� ' CC7 L1. - 1 L � � (� � y I , i `~� VINGA MINOR DWARF PERIWINKLE 6 5F. ✓I STATIONS 29 +30 TO 32 +62 r r T r r�, I•:•: SOD LAWN MARATHON 2 I;• � I � ��. / /ti„_/ �__ - - - --_- �` EXISTING TREE TO BE REMOVED 33 +00 ��_, - -- _ - - - NOTE: Ull HIN THE LINE SIGHT, ALL SHRUB AND GROtM COVER PLANTING E— IS TO EYE MAINTAINED AT A HEIGHT OF NO MORE THAN 3®° AND TREE _ -- CANOPIES ARE TO EYE MIN. V ABOVE FINISH GRADE. _ - OF SIGHT o ovE ExlsT. _ , - � —�¢ -" � EXISTING PRIVIt S+�RUB TO BE REMOVED LINE REMOVE - AMAIN _ 182.E }L.�JID AMMAR RE REW REW — ( — — E R ' NEB - ` - - EXt37� LIQpi AR - -- ( \ W SEE NOTE TH SHEET - - -- — 22' Y 162UI9AMBAR gy DIA., 4 I/2° D6H 4 I/2 DBH is DtA 3 1/2 DBH — 10 -G?1A� Mt1tYl_ I I T `� / > -- - - -- E E E -- 22 D e - 19 D IA., �— E — - -- -- — � — E — - -- y , / m ,, - - - ' - - -- - - -_ - ^E - - -- I I _ 1 EXISTING TREE TO REMAIN 1m DEtiH , T -- -ear - -- e�� ,LL- ACACIA LG A 4ONI OLIA / YDNY GOLDEN WATTLE SE I I , a \ / ,W - -� -- ca v ' -- ' _ F:� � r i AR - ALNUS RHOMBIFOLIA /WIRE ALDER - PINUS RADIATA / MONTEREY PINE w - -- �:- : -rl • .• ;;.,r; \- - -- ,_ _ ___ ' t_. ` . -�, -r � I MN - MELALEUCA NE50PF�ILA /PINK MELALE z - -� k j - M AR STYRACIFLUA / SWEET CHUM / ;;: ,�': a9 QUIDA B _ L -- \ i AL. 7� / i °\ / — � / LS x I > 1 P EXISTIEXISTING PRIVIt SI - IRUB TO REMAIN �. l SOD'LAWN v LS 71 J NOTE: ALL NON -SLOPE SHRUB AREAS TO RECEIVE 2" LAYER OF BARK MULCk � �` =wpm 1 �I iR7 �'�� sue _� � I _ „ \\ .' l C \ �� 1 I � �_�Jc� I � � III°~ ti�✓ II. I - STATIONS 32 +62 TO 35+80.45 DAD t ' BASE PREPARED BY: NOTE: SEE 54 4EETS L1 AND L2 FOR fREFERENCE NORTH L.5 1•' -20' 12/10/01 11590 W. Sernor o Ct. Suite 100 San Diego, CA 92127 TEL: (858)451 -6100 FAX (858)451 -2846 www.bh „nc.com APPROVALS CITY F ENCINITAS ENGINEERING DEPA REVISIONS APPROVED DATE REFERENCES DATE RTMENT DRAWING PLANS PREPARED BY: � �� BENCH MARK SCALE RALPH ST DESCRIPTION: 2” BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D BY: APPROVED BY: LANDSCAPE PLANTING PLANS FOR: DOWN 1' BELOW AC SURFACE HORIZONTAL: -20 & ASSOCIATES �� ®�� ®�� „ �� ® ®38 - SI LOCATION: CENTERLINE OF ENCINITAS BLVD LANDSCAPE ARCHITECTURE" PLANNING �J M STATION R0458 21'90 EC 777 SOUTH HIGHWAY 101, SUITE 201 °U Q OFF -SITE IMPROVEMENTS 29 OF: 33 RECORDED FROM: COUNTY BENCH LEVELS SOT-ANA BEACH, CALIFORNIA. RALPH ST NE DATE 2•` [ c / 02, " Z E� (858) 755 -3188 RLA NO. 1459 EXP. 06/30/03 ELEVATION: 146.29 FEET DATUM: NAD 29 � � - - - - -- -- -- ,INECT t0 E TING IRRIGAt �- -�� , S TEM- SEE NOTE xX COST TO ' '$ 1 `XS 2 _�, r v - - SYS EMS EE A NT e- - 3 - _ _ /f \' I �, /{ � / I - -J — e ( - \ - 1A t BLE WAT (! \ ONNECt TO - fy ' I I 1 k SOU M METER AT < < / EXIStiNCi 4R1�iICsATION I _- - �\ \ E STING POTABLE WATER 1115`1 - SEE NOTE_. F i - € \ �1 '- ��` ND Y L' N i '�_i XI INDSEY LANE _ METER AT - - �OURGE FROM M I i (�\ \\ ) Z T N E RR1CsA N F 1 8 ' Y?� NO - -.- - - -- _ cus 1 r t - A I W W _.CA V - -- - - - W -- Ri✓ _ ��G._� L�kP 4 ICeA N LESS c'1- —� - — y, TO PROVIDE LLJ y RAGE 1h „ C 1 W ` RVV - - - - _ - - -- - G STATIONS 11 +40 TO 12 +72 STATIONS 17+18 TO 18 +70 � 30 j I f_ 1 -- - - - -- - - - �. - � --- — DETAIL 5YM50L MANUFACTURER -PART NO.- DESCRIPTION 3 N.A. EXISTING IRRIGATION VALVE TO REMAIN AND SE UTILIZED / IN I D F -C -HAN 5 IE REMOTE CONTROL VALVE IN _ O L� GAR50N /BROOKS MODEL 1419 -12 VALVE SOX WITH 1419 -48 COVER i ` -- }i I� 7 - t it Ld 1 16 NUMBER PRIVATE PROPERTY i Z5� 0] XX EXISTING CONTROLLER �ONNEC I I 70 x N.A. SYST IN RRCsA7ION is 22 W 1' 12 -SYSTEM FLOW (GPM) - ;- f - - - -- _ - EC T U) VALVE SIZE - J NN t EXISTING IRRIGATION E` Li z 1 -12 6 w '" / - ' SYSTEM TO REMAIN IRRIGA L� PVC CLASS 200 LATERAL LINE, IG EXISTING IRRIGATION HEAD TO REMAINCTYP.) J - ` `'� J' SYSTEM I J SIZE AS NOTED, SEE DETAIL FOR DEPTH SEE NOT U I -13 -- - -- PVC SCH. 40 SLEEVING - SEE DETAIL FOR DEPTH, 2 TIMES DIAMETER OF PIPE /I EXISTING POTABLE WATER --{ SOURCE USED FOR DOMESTIC - AND LANDSCAPING. DETAIL SYM MANUFACTURER -PART NO.- DESCRIPTION ARC RADIUS PSI GPM INBIRD 1812 - SAM- PRS -6Q POP -UP SP RAY 90 5' 30 0.10 I RA I i 3 RAINBIRD 812- SAM- PRS -6H POP -UP SPRAY VARIES 30 .4 RIES I - 4 RA INBIRD 1812 -5 M- -8 -UP 5PRAY 180 V 30 0.52 STATIONS 2 9+ 3 0 TO 32+62 L8 5 RAINSIRD 1812-SAM-101IRS-8VAN _ VARIES „ARIES Ia POP-UP SPRAY ISO 10 B0 ol RAIN I 1812 -SAM- -lOF -U S Y 360 10' 30 1.58 s IN I 182 -5 S -10VAN POP-UP 5PRAY VARIES 10' 30 VARIES - - - -- e N I 1612-SAM- 12H OP-UPS Y 180 12' 130 - - RAIN IRD 1812 -SAM- -12VAN POP -UP SPRAY VARIES VARIES 12' 30 y .- `, _J� - -._� n INBIRD 1812 -SAM- RS -15Q POP -UP SPRAY 90 15' 30 0.92 33+00 �� , �.� % - - -- — _ - - - - -- r - - - - S Y I80 15' 30 L85 3.10 i N i - RAIN51RD 1812 - SAM- PRS -15F POP -UP SPRAY 360 15' 30 _ j \ / — 6Z IRAINSIRD _ - - VARIES 15' VARIES _ - 1, HUNTER PGsM- 12- 1.0 -A -V POP -UP GEARED ROTO - -- �� ✓ — _ _ ��E�v' E — I x ' LS HUNTER PCsM- 12 -2.0 -V POP -UP GEARED ROTOR 360 26' 40 2.00 _ -- E — > - -1 -A -V AWI I O -U GEARED TO r ' HUNTER M 06 5 — I I. HUNTER PGM -06 3.0 -V LAU1Nl POP -UP GEARED ROTOR 360 3 3.00 - _ -- - - _ - - - - - - -- - - - - - r2, G -R I ' ' RAY W - ___-_ - _.__ 1 ___ _- - - ''_ - - - - -T- f , , — - - - �, �- _ —- - —I i -_. —� - 180 15' 1.85 I 115 - -- - F 16 6 I6 y I6 T r` L8 _ � M- Y VARIES VARIES 4 2 \ e— — e -Y i Q I � « / ✓_ I 1 6 - 16 -- -�- - �� _; � f 1 7 � -- CONTRACTOR TO INSTALL PCS SCREENS WHERE NECESSARY TO OPTIMIZE SPRAY COVERAGsE. �; t ✓ � tb �; ita L ✓ 9 Li - C / ✓ t W I I `�/ / -- ,.T �� -�, I L L 1 I� t t CONTRACTOR TO VERIFY AND COORDINATE IRRIGATION INSTALLATION WITH PRIVATE PROPER TY OWNERS, V) { - �- ( ,. INCLUDING EXI5TING AND PROPOSED IRRIGATION POINTS OF CONNECTION, METER, BACKFLOW, VALVES, s x �( 1 r MAINLINE, CONTROLLER, AND HEAD LOCATIONS. z xx I I CONNECT TO _ I (� EXISTING I V _ (pLNASCAPce0 I 1 % L IRRICzgfii \ Z } U I ,SIYSTEM EE NOTE 0, EXISTING IRRIGATION\ =� \\ ^� 1 SYSTEM TO REMAIN `16 jj 1 EXISTING IRR1GsATI HEAD TO REMAINITYP.J Date I % XI TING IRRIGATION CONTROLLER WIRES ��\ \� �1� OF CAt1 Q TO UTILIZED TO CONNECT NEW VALVE TO XISTING CONTROLLER. USE 'DOUBLER' AVAILABLE THROUGH HYDROSCAPE INC. (858) 560 - 1600 - SAN DIEGO COUNTY DEPARTMENT OF BASE PREPARED BY: STATIONS 32+62 TO 35+80 ENVIRONMENTAL HEALTH BerAlbaAn NORTH 11590 . 7 ' °° APPROVED BY: DATE 1 " =20' FOR SHEETS L3 AND L4 FOR REFERENCE LOCATIONS C CA 9 9212 p S on Oieg Olego TEL: (858)451 -6100 FAX: (858)451 -284C !� � 12/9001 wwwbhiinc.com REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: Fgi DRAWN BY <xEac® L ®v APPROVALS CITY ®F ENCINITAS ENGINEERING DEPARTMENT DRAVANG NCB. DESCRIPTION: 2" BRASS DISC RALIPH STONE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROV D BY: LANDSCAPE IRRIGATION PLANS FOR: DOWN 1' BELOW AC SURFACE 1 " =20' ' HORIZONTAL: & ASSOCIATES _ /� /� Q CA' LOCATION: CENTER INE OF ENCINITAS BLVD, LANDSCAPE ARCHITECTURE PLANNING c�--- �j /�' OUAIL GARDENS YS ® IV 003 — �al STATION R0458 21 +90 EC 777 SOUTH HIGHWAY 101, SUITE 201 RECORDED FROM: couNTr BENCH LEVELS SOLANABEACH,CALIFORNIA 2 /Q��L OFF -SITE IMPROVEMENTS (858) 755 -3188 RALPH ST &E ATE 2 / I� U Z 30 OF 33 ELEVATION: 146.29 FEET DATUM: NAD 29 RLA NO. 1459 EXP. 06/30/03 f SH EET a I —j O Dome Antenna r— 14" 24 I 4 -3/4' WALKWAY 2 1 Flip Top In L 12 W " 1 12 2 Piston Connected Open Positio SEE O To Flip Top , - Calsense Controller Panel Mounted 1 II _ NOTE: Flush On Face Of Enclosure at o 25' 'I i __ 12 EXO VA BOX E NS ONSAS Angle For Easy Access And Viewing — I —I I I I _ w 3 REQUIRED. MODEL SSE STAINLESS STEEL ENCLOSURE ® 4 3" � i 1 MODEL SSE -R (with Dome Antenno)_ � CURB/ n� 4 _T M= SIDEWALK 2' 12 ° - 1 11= 4 6 3" Louvered Vent • I GFI Out & Swkch ❑� 14 , 26 1 1 2 "1 1 1= 1 1= 4 ! ----� 1 I =l Ll T _ II , 111 000 ; i i 12" I— 4" MIN. — 5 Calaenae T Transient 38" 3 1 1 (— 15 Protec tsetlon Board L 1 1 e 1' 3 0 — I I —I I 3/4" Sch 40 electrical swee all —_ . g /j6 AWG Grounding Wire � MIN, or cYaril ee ��anr � n t shown 12" 9 / t- i ¢ 5 Connected To Ground Lu a or appr x. oca Ion 1 2" g 120 VAC Junction 80 3/4" t 40 electrical awee RII (induded with enclosure — O condui om flow sensor no a own r - I 26'x24 "X8" Concrete Base 10 2 MIN. # or clarit�. C�ee �lan view � /— 14 X 12 CONTROLLER FOOTPRINT 5 6 or appr x. oca ton I �I / 1 VE�� yy�� Lg gE yE � CONIC. PAD FOR CONTROLLER / 111111 1 Mounting Bolts . IIfI I I I AN D P SWEEP FOR 541W%? q 2 BY 14" AREA 2 % 1 0 00 2p Soh 40 Electrical Sweep EII I III OF THE CONTRO (800 572 -8608 E 9 •d$O• � 0 . Finish J (IIII I I for a wires. IIII rti - -' -D •• 1 C 3 4 MASTER VALVE SWEEP CONDUIT d 11,. • v'' " _ Grade 1 y H ecaII Q) / ° *' .,e 11 93 9 14 or phone Sa line. 40 Eltricl Sweep E ® 3/4" FLOW METER SWEEP CONDUIT =III —III =I "' '•'" 1 (I -I 7 1 PVC Sleeve For J U © 1" 120V ELECTRICAL SUPPLY FROM METER SWEEP 8 II Ground Rod J ® GROUNDING ROD 3/4" Sch 40 Electrical Swee II'' $ C __ - - -_ -- EII For 120 VAC Power 1L 5/8 "x8' Copper Grounding Rod --L ® 1 'TELEPHONE SWEEP CONDUIT LEGEND 11 ® 2 1/2" STATION WIRING SWEEP CONDUIT 7 6 0 FINISH GRADE IN TURF AREA FLUSH W/ Og BIOBARRIER ROOT CONTROL SYSTEM FABRIC. CALSENSE PRE - ASSEMBLED 0 2' SPARE SWEEP CONDUIT TURF TOP of Box. LEGEND ENCLOSURE INSTALLATION DETAIL CONTROLLER PLAN VIEW LEGEND O D .3/4' ROCK CONED FT. N.T.S. 2 RECTANGULAR VALVE BOX W/ T TYPE O FINISHED GRADE FLUSH IN TURF AREAS. O9 3/4" ROCK, 3 CU. FT. N OTES: LOCKING COVER PER SPECS. 11 9" DIAMETER SCHEDULE 40 PVC CONDUIT 1O CALSDISE STAINLESS SIEEEL ENCLOSURE MODEL ETGE OAI (2 INSTALL ET GAGE AND ET GAX 0 MASTER CONTROL VALVE PER LEGEND. TO CONTROLLER. O RECTANGULAR VALVE BOX W/ T TYPE LOCKING LID 10 & P . SEEPMMASTER V E DETAIL PN H Q CALSENSE Er GAGE INSIDE ENCLOSURE MOUNTED TO Er GAGE ENCLOSURE PER MANUFACNRETYS 12 METER SIZE AS NECESSARY. SEAL END OF CONDUIT W/ NON— HARDENING PER SPECS. HEAT BRAND UD W/ °FM ". ADAPTER AS REQUIRED TO DOWNSIZE TO FLOW 1 MOUNTING BRACKET. O CONDUIT PUTTY. 3 E RIFY RV IWS. 4 FINISH GRADE IN SHRUB AREA. VERIFY FINAL LOCATION W/ INSPECTOR O FLOW SENSOR PER LEGEND. PVC MAINLINE FROM PRSSURE REGULATOR 3 T—PINS W DRI O PRIOR TO INST&AT10N. O BRICK SUPPORTS. 11 1" SCHEDULE 40 PVC CONDUIT TO CONTROLLER. LEGEND: O / LIED NOTES FOR PADLOCKS 4 FINISH GRADE IN SHRUB AREAS. 3/4` PVC CONDUIT TO RUN CONTINUOUS NOTE _ 1 CALSENSE STAINLESS STEEL CONTROLLER PEDESTAL O BAP( TO CONIROLIER. O OF WIRE WIRENNECTORS. COIL 30 -INCH LENGTH IN STALL APART IN SHRUB UNLESS F ONE O 12 END. HARDENING CONDUIT PUTTY. SEAL CONDUIT CONCRETE PAVING - PER MANUFACTURERS SPECS. 6 7 5 8 4 POU CONCRETE 1' ABODE META BASE OF E AT ALL SM. C CONTRACTOR SKALL INSTALL ALL CABLE AS 5 WIRE CONNECTORS q 7 TROWEL TOP OF BASE. PROVIDE 1/Y RADIUS AT ALL EDGES. O REQUIRED & MAKE ALL FINAL OTHERWISE NOTED. ® g 90% COMPACTED S 2' - 0' E. 5 6 . O LATOR O PVC MAINN PIPE SIZE EQUAL TO FLOW METER S1ZE FOR A USE TEFLON E PIPE TO BALL VALVE PER SPECS. 13 POURED IN PLACE 2' -0" WIDE 4' THICK WALK. FINISH GRADE 1' BELOW TOP OF CONCRETE F007D1G. CONNECTIONS SEE BALL VALVE DETAIL FROM FLOW METER. L9 FOR Q O PVC MAINLINE TO FLOW METER. PIPE PER CONNECTIONS. ON ALL THREADED LENGTH EQUAL TO 10 TIMES THE FLOW METER SIZE. REFER TO DETAIL A, SHEET ____ INSTALL P Et AS REQUIRED TO UpSIZE TO COLOR AND FINISH. O PIPE SIZE EQUAL TO FLOW METER SIZE FOR LENGTH 1/2" TOOLED RADIUS. IXWPACIED SUBGRADE SPECS. SEE FLOW METER DETAIL MAINLINE AS NECESSARY. 14 © O BRICK SUPPORTS. (i OF 4 EQUAL TO 5 TIMES THE FLOW METER SIZE. 16' % 16' X B' DEEP POURED IN PUCE CONO2EIE 815E ) SIDEWALK /CURB - SEE PLAN FOR LOCATION 15 30" UNEAR LENGTH OF WARE COILED. TYPICAL ALL EXPANSION JOINT, MATCH COLOR OF CONCRETE PAVING 2 CONTROL JOINT 6' O.C. MAX TYP. Q 3/ 40 Ell FOR PAIGE P- 7171 -D CABLE IN O WIRES. 8 BIOBARRIER ROOT CONTROL SYSTEM FABRIC. 3 © NOTE INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO I RRIGATION CONTROLLER. CONTROLLER ACCESS N.T.S. D: \DETAILSIENCINITAS DETAILS\ET Gage.tlwg D:I DETAILS \ENCINITAS DETAILSNAesterValve2.tlwg D; \DETAIL3IENCINITAS DETAILSWdOWmETERi.dwg CONTROLLER ' 1 ET GAGE 1-2 MASTER VALVE • 5 FLOW METER 1 -6 NO SCALE • CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail NO SCALE Community Services Department Community Services Department Community Services Department 12" MAX. 6" MIN. 1 I 9 1 2 3 4 1 2 5 ` \ �l�� \�liul)il 2 2 2 = III =I I " 3" 12 z —4— = ��ll t2 � II I 1 I N I I — III e 6 e y�� " �� I I III— .,d•, — III —I M N I —III ro u0 Y 1� 1 IITT 92 5 3" MIN. — T • :I• 8 y 6 11 2" MIN. O 9 LJ! ••., .... < ,'w " •, , M T 3 MIN. O 7 ooh oCA �� b�' $ 1J1 �Ij j — j1� _ -J�(_ — iLT 5 3 9 8 7 s 3 g 4 6 PLAN VIEW SECTION VIEW SECTION VIEW 10 8 12 9 12 11 7 10 SECTION VIEW 4" SEPARATION *SEE SLEpETVEg DETAIL LEGEND NOTES VEHICULAR PAV LEGEND NOTES LEGEND NOTES O1 30 -INCH LINEAR LENGTH OF * 2" IN SHRUB AREAS, FLUSH IN LAWN WIRE COILED AREAS. 1 CARSH-BROOKS 910 W 910 -48 * 2" IN SHRUB AREAS. FLUSH IN LAWN * 2` IN SHRUB AREAS, FLUSH IN LAWN O2 WATER PROOF CONNECTION USE TEFLON TAPE ON ALL THREADED COVER. HEAT BRAND '(3J ONTO OCARSON- BROOKS 910 W/ 910 -48 ARC. (1 OF 2) CONNECTIONS. LID. COVER. HEAT BRAND ' ONTO LEGEND 3 ID TAG LEGEND NOTES: PROVIDE VALVE BOX EXTENSIONS AS UD. PROVIDE VALVE BOX EXTENSIONS AS ALL PLASTIC PIPING SHALL BE SNAKED O FINISH GRADE/TOP OF MULCH REQUIRED. 8 RECTANGULAR VALVE BOX W 'T� (2)FINISH GRADE/TOP OF MULCH REQUIRED. O ROUND COVER PER CS. CHEAT T 0 PRE JOINT AS M UICK O RBY TYPE LOCKING UD PER SPECS. O FINISH GRADE WITHIN TRENCH. TO ACHIEVE O KBC U NE DEPTH ON THE DOWNSTREAM 3 KBI— BLOCKED TRUE UNION BALL USE 45 DEGREE ELLS TO ACHIEVE BRAND "QCV' ONTO LID. DURA. MODEL NUMBER HEAT BRAND STATION NUMBER ON LID VALVE PER LEGEND & SPECS. M LATERAL UNE — SEE SPECS. BUNDLE WIRING & WRAP W/ TAPE 0 10' SIDE OF THE BALL VALVE. O VALVE PER LEGEND & SPECS. MAINLINE DEPTH ON THE UPSTREAM SIDE 1— A1- 1- 11 -12. 5 FINISH GRADE/TOP OF MULCH O2 INTERVALS. BRICK (1 OF 4) ® BRICK (1 OF 4) OF THE BALL VALVE. O2 FINISH GRADE/TOP OF MULCH. 0 COMPACTED EARTH 9O #4 X 38" LENGTH RE6AR STAKE. 6 REMOTE CONTROL VALVE: TIE A 24" LOOP IN ALL WIRING ®CHANGES 06:0 -INCH MINIMUM DEPTH OF O QUICK COUPLER VALVE PER LEGEND & PER LEGEND & SPECS. IMUM 3/4 -INCH WASHED GRAVEL 06. 3/4C INCH IN WASHED E GRAVEL ® PRESSURE MAINLINE - SEE SPECS. OF DIRECTION GREATER THAN 30 DEGREES. SPECS. 10 PVC MAINLINE PIPE FROM BALL VALVE. O PVC MALE ADAPTER. UNITE AFTER ALL CONNECTIONS HAVE BEEN 0 PVC MAINLINE PIPE O'PVC MAINUNE PIPE ® QUICK LOCK BY DURA. 11 COMPACTED EARTH. 8 PVC LATERAL PIPE TO SPRINKLERS. ( 5 )CONTROL WIRES -SEE SPECS. MADE. 07 FROM FLOW METER 7O FROM MAINLINE 0 6 INCH MINIMUM DEPTH OF 3/4 INCH 12 BIOSARRIER ROOT CONTROL SYSTEM Q) BRICK (1 OF 4) 0 TRENCH OTO IRRIGATION SYSTEMS g TO REMOTE CONTROL & QUICK COUPLER VALVE WASHED GRAVEL. FABRIC. @ BIOBARRIER ROOT CONTROL SYSTEM FABRIC. O BACKFlLL PER SPECS. O BIOSARRIER ROOT CONTROL SYSTEM FABRIC. 9� BIOBARRIER ROOT CONTROL SYSTEM FABRIC. O BRICK (1 OF 4). NOTES (D 6 INCH MINIMUM DEPTH OF 07 MAINNE FITTING. * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. 3/4 -INCH WASHED GRAVEL USE TEFLON TAPE ON ALL THREADED @ PVC MAINLINE FROM MANIFOLD BALL VALVE. FITTINGS, TYPICAL NOTE QUICK COUPLER VALVE SHALL BE OF A TYPE APPROVED FOR RECYCLED USE. DADETAILMENCINITAS DETAILS\8a11VaIw, @FM.dwg DADETAILS \ENCINITAS DETAILS\ 8w1VaIv9@RCV.dwg D:\DETAILS \ENCINITAS DETAILS1Qu1ekCoupMrValve.dwg DADE TAILS\ENCINITAS DETAIL&RemoteContmNalve.dwg D:METAILS\ENCIMTAS DETAILS\PlpeaWWmTmnching.dwg _ BALL VALVE TO REMOTE CONTROL VALVE BALL VALVE @ FLOW METER WOR QUICK COUPLER VALVE _ QUICK COUPLER VALVE REMOTE CONTROL VALVE _ PIPE & WIRE TRENCHING CITY OF ENCINITAS Standard Detail 1 CITY OF ENCINITAS Standard Detail 1 CITY OF ENCINITAS Standard Detail 1 1 CITY OF ENCINITAS Standard Detail 1 _ CITY OF ENCINITAS Standard Detail Community Services Department NO SCALE Community Services Department NO SCALE Community Services Department NO SCALE Community Services Department NO SCALE Community Services Department NO SCALE SA DIEGO 0 COUNTY DEPARTMENT OF BASE PREPARED BY: ENVIRONMENTAL HEALTH i a B�a r€ i � 11590 W Bernor o Ct Suite 100 Son Diego, CA 92127 APPROVED BY: DATE TEL: (858)451- FAX (858)451 -2846 www.bhiinc. com REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE PLANS PREPARED BY: DEI Eff DRAWN BY cwzaw By APPROVALS CITY ® F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC ALP STON PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPR VED BY: IRRIGATION DETAILS FOR DOWN 1' BELOW AC SURFACE AS NOTED 0 ASSOCIATES g � q �!'1RDEN q p Cep S DRIVE Y ®, E ® ®07 ® e�® HORIZONTAL: g � s� — 1 LOCATION: CENTERLINE OF ENCINITAS BLVD, LANDSCAPE ARCHITECTURE• PLANNING �yl � �(� 41 p UAIL STATION R0458 21 +90 EC 777 SOUTH HIGHWAY 101, SUITE 201 F I , RECORDED FROM: COUNTY BENCH LEVELS SOLANA BEACH, CALIFORNIA RALPH STONE DATE Z! SHEET 31 OF 33 ! 6 1 � 0 ��2�` ` z -- ELEVATION: 946.29 FEET DATUM: NAD 29 (858) 755 -3188 RLA NO. 1459 EXP. 06/30/03 1 Q 2 7 112 x y 8 2 a• 1 , 1 • h. M1 \ C 95 , .. 2 3 BIOBARRIER ROOT CONTROL SYSTEM FABRIC 1 {55 54 5 5 �5 T , rt m sr rr I'I 1 4 INSERTxMIP 9® ELL 114 5 it55 ' 5'SttS`Y5 5' 4 9 1!1I 2 10' ROUND PURPLE RECLAIMED VALVE BOX BRAND 'CONTROLLER NO. AND STATION NO." INTO •t55r15 , _ 12" 3 -�= ON GRAVEL SUMP, REFER TO TECHNICAL I — _ — 6 I SPECIFICATIONS. SECTION VIEW — AILS- - # 0 IN TURF AREAS '- DIMENSION A B C D 4" IN SHRUB AREAS , 1/2" TO 4" IN SIZE WHERE BELOW VEHICULAR PAVING 36" 38" 24" 4" o o " o FINISH GRADE- SHRUB AREAS O n�. �yp��[•1 6 3' 1/2" TO 4" IN SIZE WHERE BELOW PEDESTRIAN PAVING 18" 18" 12" 4" 10 .o •,00yv , 1.7I•'Ct , �� oo• o 7 �O PLAN VIEW 3` PVC BALL VALVE S 5 II- TO REST ON GRAVEL L SUMP. (� I MIPxFIP SCH. 40 PVC SO ELL g�g SCH. 80 PVC NIPPLE- 5 6 1/2' x 6' 4 9 8 12' LEG END NOTES Q 3/4' CRUSHED GRAVEL SUMP (3 CU. FT.) SLEEVES SHALL BE 2 TIMES THE DIAMETER OF LEGEND NOTE: °4 °Id � ° BRICIG SUPPORTS O PAVING PER PLAN. THE PIPE OR WIRE BUNDLE CARRIED. O1 SHRUB / GROUND COVER A. USE TEFLON TAPE ON MME PIPE LEGEND PVC LATERAL LINE O SAND BACKFlLL COMPACTED BUNDLE WIRING !° WRAP W/ ELECTRICAL TAPE O O FINISH GRADE/TOP OF MULCH THREADS FOR PVC TO PVC CONIIECRONS LEGEND NOTE IBM MATCH RECOMMENDATIONS 10' INTERVALS. INSTALL SMNKLER HEADS PLUMB, ELECTRICAL SWEEPS NOT O MAINLINE FROM SOURCE O 18" DEPTH. SEE ELEVATION SLIP x MIP7 SCH. 40 PVC ADAPTER FOR ADJACENT SUB - GRADE. 0 POP -UP SPRAY SPRINKLER: B. ADJUST SPRAYS OR NUDE TO O INSTALLATION. OPEN ENDS OF STANDARD DETAIL' -1z. FINISH GRADE IN TURF AREAS. REQUIRED FOR DIRECT BURIAL ALL MAINLINE PIPING SHALL BE INSTALLED IN FIPxFIP SCH. 40 PVC 9® ELL 0 0 — PPAY ONTO PAN AREA WITHOUT SCH. 40 PVC LATERAL LINE O ACCORDANCE W/ MANUFACTURER'S INSTALLATION ® HUNTER 1 /2" SWING JOINT SJ512 OR GYER_SPRAY ONTNC, ENCES, 2� CARSON — BROOKS VALVE 90X 910 " ELECTRICAL SWEEPS SHALL BE O BALL VALVE. SEE STANDARD DETAIL I -9. SLEEVE. SPECIFICATIONS. 3/4' SWING JOINT 5J712 AS REQUIRED W� OR BUKDINGS 910 -48 COVER. NEAT BRAND "PB" ONTO SEALED USING APPROVED ® SCH. 40 PVC WIRE SLEEVE. TO MATCH SIZE OF SPRINKLER INLET LID. NON CONDUIT O REMOTE CONTROL VALVES. OUAN PER PLAN. ALL PVC MI S , PVC LATERAL LADES, & O PVC SCH 40 S x S x T TEE OR S x i INSTALL SPRRA(UR HEADS FLUSH W/ SEALANT PUTTY. A MINIMUM 12' SEPARATION BETWEEN / ° 1 SCH. 40 PVC MAINLINE CONTROL WIRES SHALL BE SLEEVED BELOW ALL ELL FITTING — LATERAL x SPRINKLER INLET GRADE IN TURF AREAS 6 1/2" ADM 3O 36" WIRE EXPANSION LOOP TYP. VALVE BOXES, SEE STANDARD DETAIL 1 -11. 36 I G2 I.D. HOSE IBUR O SLEEVE HARDSCAPE ELEMENTS W/ SCH, 4D PVC. SIZE C• GRADE IN SHRUB /(MOMW CGrflt OAFAS. UNLESS OTHERWISE SPECIFIED ON PLANS © PVC LITERAL PIPE ® FINISHED GRADE IN SHRUB AREAS. IRRIGATION HO © UNDISTURBED SOIL PROVIDE SLEEVES O 2 TIMES THE DIAMETER OF ® QUICK COUPLER VALVE. PROVIDE A MINIMUM AIL p THE PIPE OR WIRE BUNDLE. O GRASS 50 WIRE CONNECTORS, SEPARATION BETWEEN VALVE 90X6. SEE DETAIL 0 INSERT x MIP 90 ELL -10. II CONTRACTOR SHALL MARK EDGE OF PAVING O WALK OR CURB © BRICK SUPPORI MAINLINE O 12" DEPTH. DRIP TUBING ABOVE BOTH ENDS OF SLEEVE W/ A SCORE OS . MARK TO DESIGNATE SLEEVE LOCATION. @9 UNDISTURBED SOIL O7 PVC ELECTRICAL SWEEP IF INSTALLED IN 10 ANTI -DRAIN VALVE AS REQUIRED CONDUIT. SLEEVE ENDS SHALL EXTEND 12" BEYOND EDGE TO PREVENT LOW HEAD DRAINAGE OF HARDSCAPE O 8108ARRIER ROOT CONTROL SYSTEM FABRIC. PLAN AFTER INSTALLATION OF PIPE & IRE, O 3/4' ROCK. 3 CUBIC FEET. CONTRACTOR SHALL FILL REMAINING VOID IN ENDS OF SLEEVES W/ CONDUIT PUTTY. D:IDETAILS \ENCINITAS DETAILS \Pul19oz.tlwg D: \DETAILS \ENCINITAS DETAILS \DiagremLeyoutt.dwg N.T.S. D:70ETAILMENCINITAS DETAILS \12.PopUp.dwg O:\DETAILS7ENCINITAS DETAILSWIeave .tlwg TYPICAL MANIFOLD LAYOUT „ SLEEVES 12 POP -UP 1- PULL BOX _ "� I -'I $ DRIP BLOW OUT STUB I -20 L_1 3 I " ® NITAS Standard Detail CITY OF EN 55N TAS Standard Detail CITY OF'ENCINITAS Standard Detail NO SCALE Community Services Department CITY OF ENCINITAS Standard Detail CITY OF ENCI NO SCALE NO SCALE NO SCALE Community Services Department Community Services Department Community Services Department NOTE: INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF BIOBARRIER ROOT CONTROL SYSTEM FABRIC EXTENDING FABRIC 10' UP ALL EXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET 3' ABOVE FINISH GRADE IN SHRUB AREA. ENTIRE VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX. PROVIDE 30' 2° MULCH LAYER LINEAR LENGTH (MIN.) OF COILED SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX. VALVE BOXES TO BE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. BOLT HOLE IN BOX TO FACE w" ROUND PURPLE RECLAIMED VALVE BOX CURB OR WALK. 3/4" CRUSHED GRAVEL SUMP - 3 CU. FT., MIN, 6' DEPTH BRAND 'CONTROLLER NO. AND STATION NO.' INTO " ,,, i £CHLINE 3/4' MALE ADAPTER ' VALVE BOX LID. VALVE BOX TO REST r. NETAFIM DRIPPER LINE' ;: ON INSTALL OVER BIOBARRIER FABRIC AS NOTED GRAVEL SUMP, REFER 70 TECHNICAL DUCTS PRESSURE REGULATOR SXS PVC ELBOW, 1EC A WIRE C" SPECIFICATIONS. SENNINGER PRO "AMR -LF 30 PSI (FLOWS LESS THEN 3 GPM), STAPLE AT 36 O.C. CLASS 200 PVC SUPPLY LINE L' • '1, } OPMR-MF 40 PSI (FLOWS 3 GPM 4 GREATER) ;'.'FINISH GRADE '• ', . , ' •,' , a 4" FROM PAVING FROM VALVE PER DETAIL I -21 WITH V CONTROLLER AND STATION NUMBER - REFER — --- ------------- - - - - -- - - - - -- 3° FINISH GRADE- RECTANGULAR VALVE BOX - HEAT BRAND LIE) • = I I = I I = I I = 11 = 11 =1 I = 11 =1 I I {/ L � SHRUB AREAS TO TECHNICAL SPECIFICATIONS. VALVE BOX I =1 I I— III —I I I I I —) I I —III I I I —III- m s s_ ____ 3 e TO REST ON GRAVEL SUMP/BRICK SUPPORTS Ir —AIR VACUUM RELIEF VALVE N AGRIGULruRAL PRODUCTS LNG, I I I =1 11 = I I 1 = 11 = 11 = 11 = I I ; AR (AT HIGH 2 o INT) P£R R /VACUUM AI x MODEL 4E -3/4 -A FILTER WITH 12 , —� I I, I I I I —I I -III — III — III —III —I ____ __________ DETAIL 1- III = RELIEF VALVE CONNECTION PER 1/2° PVC COUPLING DETAIL I -22 (TYP.) I � SEEN III I— III — III —I I I � I O ° ---- - - - - ' - ��- (Txt) ° X80 ° ° � / � \ � 180 MESH SCREEN. . 3/4' SLIP X t COUPLING - 12" CL 200 PVC LINE (TYP.) I ° °0 I/2' SCH SA RISER Ood ° ° ° _ SCH 80 PVC NIPPLE ' (2, 3/4' MIPT X — = PVC C 200 LATERAL LINE LENGTH AS REQUIRED - -- - - - --- - - ---- -- _ 0 _ 12' ° (P�' °O O° (LENGTH AS REQUIRED) FIAT 90 D TO TEGHLINE - -- (2) 3/4' SLIP SO D ' -° - - - - -- -- -� - - - -- p0 0 (3 . T.) FF l GRAVEL SUMP PVC UNION - 3/4° Do° -',_� ° 3/4' PVC LENGTH AS R£Q'D EMI . I� C NETAFIM DRIPPER LINE �, 3 CU EMISSION POINT (TYP.) 09 BRICK SUPPORTS 0 0 00 1 SLIP SOD III — III —I — —� 4" FROM PAVING _ PVC TEE, LINE - SIZE X VALVE SIZE W/ •----- -- ----- - - - - -° ' - - - -- BIOBARRIER ROOT CONTROL SYSTEM FABRIC (2) g / 0 4'X3" SCH.80 I 0 ° VALVE SIZE PVC LENGTH AS REO'D. = III =I i I III —I I `— PVC LATERAL LINE T.B.E. NIPPLE(TYF9 1 PP .E X 3 NILE T.O. I II = III -I 00 P VC, TEE OR ELL O _III — I I EXHAUST HEADER PVC PIPING i — — — 1" x 3 �4 " REDUCER BUSHING THREADED c - — O- ' ° i —I '— AND FITTINGS BI�'ICK SUPPORT i (TYF'. OF 4) I � � ' DRIP BLOW OUT STUB PER G — — -.- — — — — — — NOTES: DETAIL 1-20 ' PVC MAINLINE PIPE FROM I. FLUSH SYSTEM THROUGHLY BEFORE INSTALLING DRIPPER 1 -� MANIFOLD BALL VALVE LINE ASSEMBLY. VALVE IDENTIFICATION TAG 30 INCH LINEAR LENGTH OF COILED WIRE 1' SPEARS PVC GRAY BALL VALVE N.T.S. N.T.S. WATER PROOF CONNECTION (TYP.OF 2) N.T.S. HIT' PRODUCTS I" MODEL 510 -050 CONTROL VALVE 1' X 3" NIPPLE N.T.S. TECHLINE INSTALLATION 1.22 TEGHLINE INSTALLATION 1 -23 AIR VACUUM RELIEF VALVE 1 -24 DRIP VALVE ASSEMBLY I -21 ., SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH BASE PREPARED BY: 'A 11590 W. Bernor c Ct. Suite 100 APPROVED BY: DATE L g 12/10/01 San Diego, CA 92127 TEL (858)451 -6100 FAX: (858)451 -2846 www.bhiinc.com BENCH MARK SCALE BY CB PLANS PREPARED BY: � �'�� APPROVALS TY ®F ENC%'NITAS ENGINEERING DEPARTMENT REVISIONS APPROVED DATE REFERENCES DATE DRA DESCRIPTION: 2" BRASS DISC RAL-P STOT TE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: IRRIGATION DETAILS FOR:® `� ego DOWN V BELOW AC SURFACE HORIZONTAL: AS NOTED & ASSOCIATES OUAIL G ARDENS DRIVE ®0 3 8�� I LOCATION: CENTERLINE OF ENCINITAS BLVD. LANDSCAPE ARCHITECTURE PLANNING ` /t STATION R0458 21 +90 EC 777 SOUTH HIGHWAY 101, SUITE 201 °� ®� SOLANA BEACH, CALIFORNIA DATE Z ��Z -- SHEET 32 OF 33 RECORDED FROM: COUNTY BENCH LEVELS (858) 755 -3188 RALPH STONE RLA N0. 1459 EXP. 05/30/03 ELEVATION; 146.29 FEET DATUM: LAD 29 I STAMPED COLORED CONCRETE. COLOR: OMAHA TAN PATTERN: BOMACRON 'GARDEN STONE" EXPANSION JOINTS AT 6' O.G. MAX. MASTIC FELT EXPANSION JOINT ,� t o LITHOCHROME CAULK TO MATCH 111 2 7 a t REMOVE EXISTING PAVING, SOIL, AND BASE CONCRETE COLOR. MINIMUM SNORE MATERIAL IN MEDIAN PLANTING AREAS RATING OF 40 IN PEDESTRIAN TRAFFIC 1 � 2 2' IN TURF AREAS TO A DEPTH OF 30', REPLACE WITH AMENDED AREAS. TAMP SILICA SAND INTO GLASS A TOPSOIL PER SPECIFICATIONS. CAULK SURFACE. AVAILABLE FROM F = III = III = III = III =I _ _ 2" MULCH LAYER MANUFACTURER'S IN PECIFEGATIONS. I =111 °' A I I —III 1" MIN. r I I -I 71 i I I I i I �, I Imi m =T� I I -III 4 I I - I I - FINISH GRADE " 1/4" R PER ENGsR. PLANS 3 l9J N 111 =1 6 N 11 =1 6 EQUAL 296 12" 4 -1/ ' '.. . , ��, _ 10 4 IN SHRUB AREAS . :':`rr :'rr: .. :. . . .. '' : '. . ':::::' ...` II...� °1) — 111 11 :.:.:::.'.'.':. I (111 =1111= .......:: 00060s 111 '::':. M I– A .::::: .::'........... 4 5 6 1" MIN. 08 000908 I CQ �� 4 1 =111 r::::r rr ?r:ii'rr:'i:r 1111:':::: i: ::;'::::::... —= ._..__.11=1111 3 IIII° IIII =IIII =1111= = IIII= IIII °1111= 1111 9 0 3 REBAR AT 24' O.G. LEGEND NOTE: 5 T — 1I I _ _ *3 REBAR CONTINUOUS (TYP.) (D SHRUB / GROUND COVER A USE TEFLON TAPE ON MALE PIPE 7 5 i11 =1II� PLANTING AREA = =I c35% MIN. RELATIVE 2 FINISH GRADE/TOP OF MULCH THREADS FOR PVC TO PVC CONNECTIONS. 7 WIDTH V ARI INSTAL. SPRINKLER HIM PLUMB. LEGEND S COMPATED 3 POP —UP SPRAY OR ROTOR SPRINKLER B. A SPRAYS OR NOZZLE STREAM 10 LEGEND SUBGRADE (TYP.) ® HUNTER 1/2' SWING JOINT SJ512 OR COVER L40WE AREA WITHOUT 3/4' SWING JOINT SJ712 AS REQUIRED DYER —SPRAY ONTO PAVING, FENCES, 1 CARSON— BROOKS 1419 — RECTANGULAR NOTES CONTINUOUS 24' DEEP LINEAR WATER BARRIER WALLS OR BUILDINGS. O GS. OCARSON— BROOKS 1419 — RECTANGULAR NOTES E TO MATCH SPRINKLER INLET SIZE. VALVE BOX W/ T —TYPE LOCKING COVER. *2 IN SHRUB AREAS, FLUSH IN LAWN VALVE BOX W/ T —TYPE LOCKING COVER. *2" IN SHRUB AREAS, FLUSH IN LAWN O PVC SCH 40 S x S x T TEE OR S x T INSTAL SPRINKLER HEMS FLUSH W/ HEAT BRAND 'PR' ONTO LID. AREAS. HEAT BRAND 'PR' ONTO LID. AREAS. SURROUNDING OUTSIDE OF PLANTING AREA. ELL Fm1NG - LATERAL x SPRINKLER INLET GRADE IN TURF AREAS & 1/2 - MOVE BARRIER TO B DEEP ROOT W5-24 (OR SIZE. C. GRADE W SHRUB /GROUND COVER NffAS P OFINISH GRADE /TOP OF MULCH PROV VALVE BOX EXTENSIONS AS O EN REQUIRED. FINISH GRADE /TOP OF MULCH PROVIDE VALVE BOX EXTENSIONS AS APPROVED EQUAL). WATER BARRIER JOINTS TO REQUIRED. GRASS V © PVC LATERAL PIPE O PRESSURE REGULATOR ® WYE STRAINER Qi OVERLAP A MINIMUM OF SIX INCHES AND BE Q WALK OR CURB ®BRICK (1 OF 4) ®BRICK (1 OF 4) SEALED WITH A DOUBLE ROW OF MANUFACTURER O UNDISTURBED SOIL 06.0 —INCH MINIMUM DEPTH OF 3/4 —INCH 06.0 —INCH MINIMUM DEPTH OF 3/4 —INCH SEALANT TAPE. ATTACH BARRIER TO ADJACENT 10 ANT —DRAIN VALVE AS REQUIRED WASHED GRAVEL WASHED GRAVEL TO PREVENT LOW HEAD DRAINAGE. © PVC MAINLINE © PVC MANUNE PAVING WITH A CONTINUOUS BEAD OF SILICONE ADHESIVE. TOP OF WATER BARRIER TO BE I' OFROM BACKFLOW OFROM BALL VALVE BELOW TOP OF CONCRETE. BARRIER TO BE O TO MASTER VALVE TO PRESSURE REGULATOR INSTALLED WITHOUT VERTICAL OBSTRUCTION FROM O BIOBARRIER ROOT CONTROL SYSTEM FABRIC O BIOBARRIER ROOT CONTROL SYSTEM FABRIC SUBSURFACE CONCRETE, ETC. AND SHALL BE 10 GRASS UNION ATTACHED TIGHTLY, WITHOUT WAVES OR GAPS, TO A SMOOTH CONCRETE SURFACE. D: \DETAILSIENCINITAS DETAILS \I -2D- Pressure Regulala.dwD BIB/01 D:IDETAILSIENCINITAS DETAILS\I31 - Wye Stm1mr.dwg 123M2 N.T.S. POP -UP SPRAY & ROTOR 4 PRESSURE REGULATOR _ WYE STRAINER STAMPED CONCRETE WITH BANDING /MEDIAN SECTION A CITY OF ENCINITAS Standard Detail I -1 " CITY OF ENCINITAS Standard Detail ' � CITY OF ENCINITAS Standard Detail '� Community Services Department NO SCALE Community Services Department NO SCALE Community Services Department NO SCALE 0 0 O ° PURPLE ° ° 1 ° 00 2 5 ° k+' °° 1 ° k . *° O , ° o s^ °00 N ORDER TO WHITE CONSERVE WATER... ® e °° 3 4 5 n r RECLAIMED WA• ER IN USE 9 3/4" 8 •�" < 2 DO NOT DRINK NO EL N 6 g WASH HANDS LAVESESUS AFTER MANOS DESPUES 5 CONTACTING DE USAR 4 $ 6 NOTES: 7 2 1 7_ 3 I. LETTERS SHALL BE WHITE COLOR- , 2 X ROOTBAL OIL. 1 I 2. BACKGROUND SHALL BE PURPLE PANTONE 512 N.T.S. 1 2 X ROOTBALL DIA. \ \ 3 RECLAIMED WATER SIGN 1 -25 LEGEND QQ SHRUB OR VNE PER PLAN. LEGEND _ 31J�1C�1�1r 1F31 ' '' _ I�I�II�I III �I IL I III VIII Q Fi1OH T ENO OF N5TALL JUTE NETTING Y R SEE ING I O EXISTING SLOPE IIII- FINISH GRADE AREAS; AG O CUT Ac RU. FORM OF SLOPE TO N 5 4 HMROSEED D O COWHIDE EfN15IOW' III III IIII I 4 4 = 11 — 1 11 1 11 1 i 1 - 11 �— I — 1 ± SHRUB. OR ANNE PER FL PLANT ESTAa1SFWWTT PERIOD _ _ FOR ALL ROMNING RUG). Q GiORHOCOVFJR AB — — 6 Roor FINIS ` (S ® SET GROWN OF MB r ABOVE EXIST RIG SLOPE GRADE 2 X R001B DI LEGEND 5 - I I I nl O ® RO01&LL (S G E). +, WK & FILL AS LEGEND _ ABOVE FINISH GRADE). O INSTA EARTH WATERING RASH. VIED TO GEARED LEVEL MIN. O TREE PER PU I. C ONCRETE PaMnc WHERE ocGlRS _ POTABLE WATER LINE P LANTING TWA (PER PLANTING AREA W © USE NG SOIL TO CREATE LEVEL RARING PR a WATERING 2Q EARTH WATERING BASN (RAKE SMOOTH PRIOR TO SOW IN HYDROSEEO ARM- AT END OF PARR 12' MIN. CLEARANCE tsrMUSxMEnr PERIOD FOR ALL REMAINING rxsNS). Q CONCRETE CURB WHERE OCCURS © UNDISTURBED NATIVE SOIL O7 ROOTBALL 0 FINISH GRADE ®ALL ( � p� T Dry APPROVED PAV AVAIL R FROM DEEP ROOT INN 6'' OF TR EES. I TALL 'DEEP �r ROOT CONTROL B © COMPACTED wu. MIX (PER PUNTING SPECs/NOTES). ® ROOTBAL (SET CROWN +1' ABOVE FINISH GRADE), RECLAIMED PRESSURE MAINLINE O UNDISTURBED NATIVE SOL EACH TREE SHALL RECEIVE A MINIMUM LENGTH OF 10' OF BARRIER. R41RER STALL BE INSTA CENTERED ON TREE TRUNK AT 90 O COMPACTED BAG(FlLL MO (PER PANNING SPECS/NOTES). DEGREE ANGLE TREE WELLS AND NARROW PLANTING AREAS LESS THAN 10' SAL RECEIVE BARRIERS ON ALL TOES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WHERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED WATER © UNDISTURBED NATIVE SO INSTALL TOP EDGE OF BARRIER LEVEL WITH FINISH GRAM NO PENETRATIONS IN THE ROOT BARRER SHALL BE MME ALL IRRIGATION LINES CRO55, THE RECLAIMED LINES SHALL BE INSTALLED BELOW THE Q TRIM CUP OF STALES BELOW LOWEST BRANCHES TO PREVENT DAMAGE. LANES S ICE LOCATED BELOW THE ROOT BARRIER. POTABLE WATER LINE IN A GLASS 200 PURPLE COLORED PVC SLEEVE. ® GROSS TIE BETWEEN STAKE NV TREE PER PLANTING SP MITTES. THE SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE CADETAILSIENCINITAS DETAILSVShr °o1.dWg eQ Y Du X 10' LONG LODGE POLE STAKES (NNALL NIGER THAN ROOTBA.). Q COMPACTED OR NATIVE SOIL WA TER LINE FOR A TOTAL OP 20 FEET- N.T.S. SHRUB PLANTING P 1 SHRUB PLANTING (SLOPE) P Z TREE PLANTING _ ROOT BARRIER POTABLE MAINLINE / RECLAIMED CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail CITY OF ENCINITAS Standard Detail 3 CITY OF ENCINITAS Standard Detail P - 5 WATER PIPE SECTION Community Services Department Community Services Department NO SCALE Community Services Department NO SCALE Community Services Department NO SCALE 1 - 26 BASE PREPARED BY ��g.ST ®�' y 11590 W. Bernar n CL -� SuUe 100 - " �, °-- +"- tL? A San Diego, CA 92127 Tt O TEL (858)457 -6100 FAX: (858)451- 2846 "a� ° "�. ( , www. bhllnc. com REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: CESK*M BY MAWN Eff I ac-cKED Ew L 9 01/23/02 APPROVALS q g y� �� ®�� C%ITY ®F ENCINITAS ENGINEERING DEPARTMENT DRAWING CIO. L`1L.1 DESCRIPTION: 2 " BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF DOWN V BELOW AC SURFACE HORIZONTAL: AS NOTED & ASSOCIATES RECOMMENDE BY: APPROVED BY: CONSTRUCTION, IRRIGATION, and PLANTING DETAILS FOR: ® �a LOCATION: CENTERLINE OF 1+90 AS B VD. LANDSCAPE ARCHITECTURE• FLANNING 7 Od f1� �i �p P@ q GARDENS ®p'� /� ® ®3® -831 STATION R0458 21 +90 EC 777 SOUTH HIGHWAY 101, SUITE 201 '1 C I ` \_ - "G / 6� L C @ Y RECORDED FROM: COUNTY BENCH LEVELS SOLANA BEACH, CALIFORNIA ELEVATION: 146.29 FEET DATUM: NAD 29 (858) 755 -3188 R ALP H ONE 459 EXP. 06/30/03 DATE Z/ I c l 1 0 z / y DL SHEET 3' OF W.1 DE SI GN CRIT MASONRY: F'm = 1,500 psi x T.S. 3" x 2" x 3/16" T.S. 3" x 2" x 3/16" T.S. 3" x 2" x 3/16" CONCRETE: F'c = 2,000 psi < MORTAR: TYPE M OR TYPE S (1,800 psi) U 8' -0" MAX TYP GROUT: 2,000 psi Z T.S. 3" x NI x 3/16" REINFORCING: Fy = 40,000 psi (GRADE 40) ` � w (GALVANIZED) SOIL:. EFP = 35 pcf w ALLOWABLE BEARING = 2,000 psf z PASSIVE PRESSURE = 150 pcf (2:1 SLOPE) w FRICTION = 0.33 PHI ANGLE 31° 0 w v m I 3 GENERAL m W —_ � i a J _. I L._. _..._, _e_ ...__... �......._ NO _ _ �. N _ __.�_.___ I___ -_ , L__._ � 1 _ -� - -r- - - - - . SPECIAL INSPECTION NOT REQUIRED. FINISH —_ _ Ln _.i_.-.. -l. _ _ -. ..__ 2. ALL BLOCK BELOW GRADE OR RETAINING SOIL SHALL BE co GRADE r I I GROUTED SOLID. BLOCK ABOVE GRADE SHALL BE GROUTED 00 - _�__. _.�. _ _. _..• ___ �._.___ __ _ _u _._ L r _ 1._..w IN CELLS WITH HORIZONTAL OR VERTICAL REINFORCING ONLY. 2 i ! 3. BACKFILL MATERIAL SHALL BE COMPACTED TO 90% DENSITY AND SHALL BE INSPECTED AND APPROVED BY THE PROJECT SOILS ENGINEER. BACKFILL SHALL HAVE AN EXPANSION f ! INDEX OF LESS THAN 50 AND SHALL EXTEND BEHIND THE WALL A DISTANCE EQUAL TO THE WALL HEIGHT. z # @ 12 z 4. FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED 0 o B THE PROJECT SOILS ENGINEER PRIOR TO PLACEMENT OF # @ 16 REINFORCING STEEL OR CONCRETE. (CENTERED) 5. THE BOTTOM OF THE FOOTING AND KEY CONCRETE SHALL Li BE POURED AGAINST UNDISTURBED EXISTING GROUND. ~ 6. PROVIDE "THOROSEAL' WATERPROOFING OR OWNER w EQUIVALENT TO BACK FACE OF RETAINED PORTION OF WALLS. v 7. WHEN ONE CONTINUOUS REINFORCING BAR CANNOT BE USED, o # @ 16 TYP ( C#5 EACH SIDE OF T.S. POST TYP A LAP SPLICE OF 40 —BAR DIAMETERS IS REQUIRED. U BALL ELEVATION S UMMARY F SPE CIAL IN CTI 1' -0" 1. SPECIAL INSPECTION FOR CONCRETE AND MASONRY NOTE: METHOD OF ATTACHMENT OF GLASS TO WALL CONSTRUCTION NOT REQUIRED. AND TUBULAR STEEL POSTS BY OTHER'S. 2. VERIFY SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. S VERTICAL JOINTS VERTICAL REINFORCEMENT REQUIRED IN EACH T CELL ADJACENT TO A CONTROL JOINT 3. VERIFY FOUNDATION EXCAVATIONS EXTEND TO PROPER DEPTH AND BEAR'I'NG STRATA. 3 /499 l'-O" 4. PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE DENSITY (SOIL COMPACTED TO A MINIMUM 90% DENSITY) AND BEARING VALUES. 5. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK RAKE JOINT 1" ON BOTH SIDES OF WALL REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND TERMINATE 1/2 OF HORIZONTAL AND INSTALL SILICONE CAULKING SUBMITTED TO THE FIELD INSPECTION DIVISION. REINFORCING AT CONTROL JOINTS (COLOR TO MATCH WALL) Z 2• —p 3" x 2" TUBULAR m CONTROL JOINTS SOIL TES; STEEL POST 2M_ # 8' -0" MAX w 0 0 2 , AT 32 ° -0" MAX INTERVAL 1. REPORT ENTITLED: "LIMITED GEOTECHNICAL INVESTIGATION, PROPOSED QUAIL GARDENS DRIVE WIDENING, ENCINITAS, I I 2 # TERMINATE HORIZONTAL REINFORCING CALIFORNIA" BY LEIGHTON AND ASSOCIATES, 3934 MURPHY I I (1 EA SIDE) CANYON ROAD #$205, SAN DIEGO, CALIFORNIA, 92113, AT EXPANSION JOINTS PHONE 619 292 - 8030, PROJECT NO. 040105 -001, I I VERTICAL REINFORCEMENT REQUIRED IN EACH DATED AUGUST 16, 2002. HORIZ CELL ADJACENT TO A EXPANSION JOINT I I TRENCH L J REINFORCEMENT OPTIONAL I o CORNER SHAPE 1:1 SILICONE CAULKING TO 1" MIN DEPTH � 1/4 PREMOLDED 12 12" 12" ELEVATION (COLOR TO MATCH WALL) EXPANSION JOINT FILLER POST PO CKET DETAIL �+ EXPANSION JOINTS " z 1" 1' - T R EN CH FOOTIN STEP TAIL AT 96' -0" MAX INTERVAL z ORIGINAL SCALE OF A pp ca FULL SIZE PLANS (INCHES) 1/2 l'—O" R E TA INING ALL J O INT T ET, I L �^ ��(�/ .Sf/��' �r O 1 2 3 01 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE , A 3ANFORD T DRAW BRIRIN M CREVE ING A PPRO VALS CITY ®F ELI C I �I IT ENGpNEERING DEPARTMENT DRAWING NO. : DESCRIPTION: TOP OF BRASS DISK \ ZI 2"? PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROV BY: RETAINING WALL DETAILS FOR rM z IN WELL MONUMENT. HORIZONTAL: AS SHOWN Andrew N • 5 o "f° LOCATION: STA. 64 +24 EL CAMINO R � , BY: g p EAL Na 49679 ` DATE: - -'kl _44Z. BY: f',�%1- QUAIL GARDENS DRIVE ' ®� � y a IAA ®Id WON(3 ENGINEERING RECORDED FROM S.D. CO. VERTICAL VERTICAL AS SHOWN a 9 -30-04 ✓. .. T w CONTROL PAGE 105 9868 Hbe t Street, Suite zoz onn� R.C.E. NO: 49671 W IDENING w w DATE: d- l Pt ? Joe D iego, 0 54031 (8% 586 -3113 � � �"s" REGISTERED CIVIL EXP: 9/30 %4 r21 � y � DATE: z ELEVATION: 120.20 DATUM: M.S.L. N —�— zQ RETAINING WALL NOTES AND DETAILS SHEET 34 QWALL I.DWG 1124103 I