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6884COMPLETING THE DESILTING BASIN. Ei' YM B 0 L S SHEET 9 7. THE CONTRACTOR SMALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRE- A. T. & S.F. RAILROAD -ND W- R CAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOU ATE CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT WATER LEGEND NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24-HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. SYMBOL STANDARD DESCRIPTION WA-01 50mm (2") MANUAL AIR VALVE INSTALLATION HEET INDEA 8. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND Zzo TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL NOT BE USED WB-01 & WA-03 50mm (2") BLOWOFF INSTALLATION TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHER0SE WF-01 & WF-04 150rnm (6') FIRE HYDRANT WITH 2-100mm (e) SHEET 1 TITLE SHEET SHEET 33 STRUCTURAL SCREENWALL SECTION AND TYPICAL DETAILS REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. & 1-63.5mm (2 1/2") PORTS SHEET 2 TYPICAL SECTIONS, NOTES AND DETAILS SHEET 34 - MONUMENT STRUC11JRE SECTIONS SHEET 3 TO 7 - DEMOLITION PLANS SHEET 35 TO 37 - HARDSCAPE CONSTRUCTION PLANS 9. STAND-BY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK WS-01,WS-02 25mm & 50mm (l" & 2") WATER OR RECYCLED WAIER SERVICE DURING RAINSTORMS. & WS-03 SHEET 8 DEMOL11ION PLAN AND DETAIL SHEET 48 - HARDSCAPE CONSTRUCTION LEGEND AND NOTES WS-07 EXISTING WATER SERVICE ASSEMBLY RECONNECTION SHEET 9 TO 19 - CIVIL IMPROVEMENT PLANS SHEET 49 TO 52 - HARDSCAPE CONSTRUCTION DETAILS 10. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE NTH THE APPROVED SHEET 20 & 21 - STRIPING PLAN SHEET 53 TU 65 - LANDSCAPE IRRIGATION PLANS PLANS, SH,.-L BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO SHEET 22 TO 29 - ELECTRICAL & UGHTING IMPROVEMENTS SHEET 66 - LANDSCAPE IRRIGATION LEGEND AND NOTES FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY EXISTING FEATURES SHEET 30 - ELECTRICAL & LIGHTING DETAILS SHEET 67 TO 69 - LANDSCAPE IRRIGATION DETAILS DAkAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STAND-BY CREW SEWER CLEANOUT SHEET 31 - ELECTRICAL & LIGHTING DETAILS AND NOTES SHEET 70 TO 77 - LANDSCAPE CONSTRUCTION PLAN SHALL BE MADE AVAILABLE AT ALL 11MES DURING THE RAINY SEASON. EDGE OF PVMT. C�p - POWER POLE TELEPHONE RISER EUCALYPTUS SHEET 32 - STRUCTURAL GENERAL NOTES AND T�(PICAL DETAILS SHEET 78 - LANDSCAPE CONSTRUCTION DETAILS 11. ALL U11LITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE - GUY WIRE IN - CATV RISER BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT CHANCE OF RAIN GENERAL N100TES IS PREDICTED. - GAS METER EN - PULL BOX YUCCA - GAS VALVE 12. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN 04 - HOSE BIB Gv BUSH INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. - MAIL BOX + - STREET NAME SIGN PALM 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY - STORM DRAIN MANHOLE - P8 FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. INSPECTOR. 13. A 12-INCH HIGH BY 4-FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF 0 CATV TWB TREE THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED -0- - SIGN STREET LIGHT 8. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE STANDARD SPECIFICATIONS FOR PUBLIC WATER SHALL BE CARRIED NOT CLOSER THAN 10-FEET FROM THE TOP OF SLOPES. - SEWER MANHOLE (D- TELEPHONE MANHOLE PINE 2, THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICA11ONS FOR PUBLIC WORKS CONSVUC11ON (ADOPTED BY THE SAN DIEGO 14. PROVIDED VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, A B B R E 'v"l A TI 0 NE"'i" 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL AND THE SPECIAL PROVISIONS FOR THIS PROJECT. TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. AND SHALL EXTEND HALF WAY ACROSS THE STREET AT RIGHT ANGLES TO THE 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE ENDS PVMT = PAVEMENT ECR = END CURB RETURN PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY OF THE DAM. PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE THE CONTRACTOR. THE LIP = GUTTER LIP PCR = POINT OF REVERSED CURVE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES GRADE OF STREET INTERVAC X-GTR = CROSS GUTTER (R) = RADIAL BEARING TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY MICH IS NOT OF RECORD LESS THAN 2% AS REQUIRED EP = EDGE OF PAVEMENT VERT. = VERTICAL OR NOT SHOWN ON THESE PLANS. 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN 2% TO 4% 100 FEET TC = TOP OF CURB HORIZ. = HORIZONTAL PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR 4% TO 10% 50 FEET FL = FLOWLINE SDRSD = SAN DIEGO REGIONAL 5. THE LOCATION AND ELEVA71ON OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON APPROVAL OF THE CITY. OVER 10% 25 FEET INV = PIPE INVERT STANDARD DRAWINGS SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE T8 = TOP OF BERM EXIST. = EXISTING CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED BC = BEGIN CURVE REOD. = REQUIRED FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPE OR DESTROYED SHALL BE RE-ESTABLtSHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A 15. ALL EROSION CONTROL PLANS MUST PROVIDE A 24-HOUR TELEPHONE NUMBER AND EC = END CURVE PVC = POLYVINYL CHLORIDE PIPE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY THE NAME(S) OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE. TRAAF F I CN C" 1 uv" N T R* 1 0 L N 0 T E �`3' TO THE CITY OF ENCINITAS, PROOF OF RECORDING. 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO 12. ALL UNDERGROUND U11LITIES "THIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, Mum STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK NTH CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND COMPANY REPRESENTATIVES. PAVING. FIRE DEF"'ARTMENT NO S 1 . TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7-10 OF THE STANDARD SPECIFICATION, It SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE-CONSTRUCTION MEETING MAINTENANCE WORK ZONE (1985 EDITION) "UNDERGROUND INSTALLATIONS". FOR LOCA11ON OF ELECTRICAL AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760-633-2770 1. ALL EXISTING FIRE HYDRANTS WILL BE REPLACED NTH HYDRANTS OF A BRONZE TYPE 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION AND SHALL HAVE TWO (2) 4- OUTLETS AND ONE (1) 2 1/2- OUTLET. THE HYDRANT SHALL CALTRANS STANDARD PLAN T-11, T-12, OR T-13 DURING THE WORKING HOURS OF 9:00 A.M. TO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422-4133 OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SEC11ON 7-8 MEET CURRENT FIRE DEPARTMENT STANDARDS FOR COMMERCIAL FIRE HYDRANTS. 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT 013STRUCTS OF THE STANDARD SPECIFICATIONS. NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.T0 9:00 A.M. AND AT ALL B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK 2. CURBS ON STREETS HAVING ON STREET PARKING SHALL RECEIVE RED STRIPING nMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT NEAR COMPANY FACILITIES AND SHALL COORDINATE NTH COMPANY REPRESENTATIVES. 15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT" DRAWINGS ON WH ICH ALL CHANGES OR EXTENSIONS 15' EACH SIDE OF THE HYDRANT AND SHALL MEET ENCINITAS FIRE ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID -AS-BUILT- DEPARTMENT STANDARDS. TELEPHONE: (619) 546-36ro6 DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS MEN REQUESTED. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 3. CONTRACTOR TO INSTALL BLUE RAISED PAVEMENT MARKERS AT FIRE HYDRANT C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK 16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT LOCATIONS AND GREEN RAISED PAVEMENT MARKERS AT FIRE DEPARTMENT 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. APPROVAL BY THE CITY ENGINEER, CONNECTIONS TO MEET ENCINITAS FIRE DEPARTMENT STANDARDS, 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. N0110E: FOR THE LOCA11ON OF WATER,DISTRICT FACILITIES WITHIN 17. OCCUPATIONAL SAFETY ,&,,HEALTH ADMINISTRATiON �(OSHA), NOTE: THE CONTRACTOR IS REQUIRED TO THE PROJECT AREA TELEPHONE: (760) 633-2709. OBTAN A''PERN'T" OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 6. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. WHICH ARE 5 FOOT OR DEEPER AND INTO MICH A PERSON IS REQUIRED TO DECEND, D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEV-IS40N COMPANY.PRIOR TO STARTING WORK 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH, COMPANY REPRESENTATIVES. POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 8. NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES a > r.,)- 12-12-2005 12-12-2005 ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING CONTACT COX CABLE TELEVISION COMPANY. REVIEWED BY: DATE: REVIEWED BY-. 11 DATE: PROJECT -tDNSTRUCTION. TELEPHONE: 800) 422-4133 r SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED I DATE REFERENCES DATE BENCHMARK I DES1103N BY I MAW' SCALE SPFCIAI-... DISTRICT CHECKED BY -------- APPROVALS r� I TY nl= P'NnINITACZ FNCINFFRIN(, nFPARTMFNT DRAWINr, Nrn IR iA M. MATCH EXISTING i --��VAS 6- TYPE G CURB SLOPE OPE SIDEWALK ELEVATION k/A Dir-el v �1 1 � 29.50' P. Z AT STORE FRONT WHERE EXISTING OR P. IS REMOVED THE UNLESS OTHERWISE SHOWN STRUCTURAL SECTION IS 2" ARHM-GG-B OVER 2" 2.5'(TYP.) REMOVE EXISTING CURB------� ;"(TYP.) OR CURB AND GUTTER LOCATIONS NEW 6" OR 4" TYPE G FOR SCORING, THICKNESS CURB AND GUTTER RIGHT PER L ON CLASS 11 BASE 169+20 TO (TYPICAL BOTH SIDES OF STREET) 0 loo, A OCATION, WIDTH AND THICKNESS UN KNO 0 PCC CURB AND GUTTER PA AC PAVEMENT PA I m- PA PA 90' 1---mm-f 50' 40 f ' 1 VARIES VARIES -1 -. I IJ3.09' TO ill, VARIES 36.91' TO 39' VARIES 31' TO 34.18' -8' TO 5.82 STREET LIGHT APPLY SS-1H TACK COAT F.H. ON ALL AC SURFACES & 2.5'(TYP.) C4 00 FRONT FACE C P C ONCRETE 2'6"(TYP.) PRIOR TO AC OVERLAY C,4 ARIES V) UATrW FYI(ZTIM1-. 4) 1 1 1 CURB AND GUTTER PER G-2 (TYP.) ON 6" MIN CLASS 11 BASE (TYPICAL BOTH SIDES OF STREET) RTA m 0 60s I 0 m I 15' 2 25' 6- TYPE G CURB 1 ma 29.50' P. EET LIGHT WHERE EXISTING PAVEMENT IS REMOVED THE NEW F.H, TEMPORARY C. SIDEWALK STRUCTURAL SECTION IS 2" ARHM-GG-B OVER 2" 2.5'(TYP.) COAST HWY 101 ;"(TYP.) PA LOCATIONS ON 6" MIN CLASS It BASE FOR SCORING, THICKNESS LEFT SIDE RIGHT SIDE L 166+90 TO 170+85 169+20 TO 170+85 BENCHMARK 172+00 TO 175+50 171+45 TO 173+75 176+30 TO 180+50 178+00 TO 180+65 V ELEVATION SHOWN ON PLANS 182+50 TO 185+40 184 +50 TO 185+40 15' 187+00 TO 190+10 186+50 TO 190+20 ON 6" MW CLASS 11 BASE 9+25 TO 9+60 - H STREET 9+20 TO 9+60 - G STREET PLANS PREPARED UNDER SUPERVISION OF i�! RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: BROOKS NO. 2424 STEEL TRAFFIC GRATE OR EOUAL F.L. ELEV SLOPE PER PLAN 1 1, A 114 24" X 24" NO. 2424 DESCRIPTION: LOCATION NORTHEASTERLY CORNER OF HORIZONTAL NO SCALE' 11-7 no- *M. 12-12-2005 OLD HGHWAY 101 A(PROVDAIENTS eft 4 z>1 . BROOKS BOX OR E�JAL RAIL ROAD BRIDGE ABUTMENT AT INT OF AT&SF RR VERTICAL NO SCALE R.C.E. NO. 27517 1. BY. BY. .11-1. PETER COTA-ROBLES, RCE 52176 "AL "EM"ONS, S TYPI U A ILS SIDEWALK PER (DOR 2 12" SDR-35 PVC--,,- L,4 & ENCINITAS BLVD. SEE HARDSCAPE PLANS CURB AND GUTTER PER G-2 (TYP.) ON 6" MIN CLASS 11 BASE (TYPICAL BOTH SIDES OF STREET) RTA m 0 60s I 0 m I 15' 2 60' SLOPE i JOIN VARIES EXISTING SIDEWALK PER (E) OR (1) SEE HARDSCAPE PLAN$ FOR SCORING:, IN004ESS AND SURFACE TREATMENT. RWA I ,(!�N cp AS SHOWN ON PLAN 25' 6- TYPE G CURB 1 ma 29.50' P. EET LIGHT WHERE EXISTING PAVEMENT IS REMOVED THE NEW F.H, TYPICAL E CTION OF SEE HARDSCAPE PLANS STRUCTURAL SECTION IS 2" ARHM-GG-B OVER 2" 2.5'(TYP.) SEE HARDSCAPE PLANS ;"(TYP.) TYPE III B-AR-4000 OVER 6" CLASS 11 BASE ON 6" MIN CLASS It BASE FOR SCORING, THICKNESS SLOPE: VARIES SLOPE vmtrS AND SURFACE TREATMENT. REFERENCES BENCHMARK SCALE SPECIAL 6" TYPE G CURB SCORING 6" TYPE G CLIR8 AND GUTTER V ELEVATION SHOWN ON PLANS AND ,,GUTTER PER G-2 PER G- 2 ON 6" MIN CLASS 11 BASE I STREET ON 6" MW CLASS 11 BASE 60' SLOPE i JOIN VARIES EXISTING SIDEWALK PER (E) OR (1) SEE HARDSCAPE PLAN$ FOR SCORING:, IN004ESS AND SURFACE TREATMENT. RWA I ,(!�N cp AS SHOWN ON PLAN SCORING 6- TYPE G CURB 6" TYPE G CURB '(14) APPROVAL OF THIS PLAN BY SAN DtEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF. THE LOCATION OF. SIDEWALK PER (a) OR (:I) AND GUTTER V ELEVA11ON SHOWN ON PLANS AND GUTTER SIDEWALK PER (:I) OR 02 TYPICAL E CTION OF SEE HARDSCAPE PLANS PER G-2 PER G-2 SEE HARDSCAPE PLANS PARKING LANE SLOPEING FOR SCORING, THICKNESS ON 6" MIN CLASS It BASE ON 6" MIN CLASS It BASE FOR SCORING, THICKNESS TOWARD CENTERLINE AS AND SURFACE TREATMENT. REVISIONS AND SURFACE TREATMENT. ? A C og"gog"gum SCORING PATTERN ------ AL '(14) APPROVAL OF THIS PLAN BY SAN DtEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF. THE LOCATION OF. LI&IINYUMIRN049 A-14w NO #Uma I OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UVLITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. REVISIONS REFERENCES BENCHMARK SCALE SPECIAL DISTRICT SCORING PATTERN ? A C og"gog"gum 119, '(14) APPROVAL OF THIS PLAN BY SAN DtEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF. THE LOCATION OF. LI&IINYUMIRN049 A-14w NO #Uma I OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UVLITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. REVISIONS REFERENCES BENCHMARK SCALE SPECIAL DISTRICT APPROVALS DRAWING -7-7- .............. j BENCHMARK: OC-0140 BRASS DISC STAMPED OC 140 PLANS PREPARED UNDER SUPERVISION OF i�! RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: DESCRIPTION: LOCATION NORTHEASTERLY CORNER OF HORIZONTAL NO SCALE' 11-7 no- *M. 12-12-2005 OLD HGHWAY 101 A(PROVDAIENTS eft 4 z>1 RAIL ROAD BRIDGE ABUTMENT AT INT OF AT&SF RR VERTICAL NO SCALE R.C.E. NO. 27517 1. BY. BY. .11-1. PETER COTA-ROBLES, RCE 52176 "AL "EM"ONS, S TYPI U A ILS & ENCINITAS BLVD. ENGINE ROGER A. FREE .0 LEROY SODAS RCE NO. 22312 ELEVA11ON: 77.489 DATUM* SD COUNTY EXP 9/30/2007, PR -12-2005 OJECT DATE: 12-12-2005 DATE: 12 NO. CM:S 02 C C-2 SHEET 2 OF 78 .......... }�. � y � � � \ \/ 2 < \ f � {�. \\ 4 �\ ^ Epp_,qm !,CAIJIION- HIGH PRESSURE GAS UNE IN THE STREET. USE CAUTION WHEN 1XIDAVAING OR G. m IMF11 WAAME I E w ooq! STORMbRAIN LATERAL'o Pom- ""Owl all SEE SHEET I i. Lo N + 50 v 41 REMOVE CONCRETE SIDEWALK, DRIVEWAY CURB AND GUTTER AREA TO BE GROUND (COPLANNED 2-) AREA OF PAVEMENT AND BASE REMOVAL AREA OF VEGETATION REMOVAL AND GRADING !,CAIJIION- HIGH PRESSURE GAS UNE IN THE STREET. USE CAUTION WHEN 1XIDAVAING OR G. m IMF11 WAAME I E w ooq! STORMbRAIN LATERAL'o Pom- ""Owl all SEE SHEET I i. Lo N + 50 v 41 F it !,CAIJIION- HIGH PRESSURE GAS UNE IN THE STREET. USE CAUTION WHEN 1XIDAVAING OR G. m IMF11 WAAME I E w ooq! STORMbRAIN LATERAL'o Pom- ""Owl all SEE SHEET I i. Lo N + 50 v 41 k# wM M% 1' • f i w �. i;:. } � !M • � 4 � Y. .M.. .�. i •{ #` t� a R i w �, /A .... � � :7 6 ol Dji MR • ati • am &' CURB CURVE TABLE &- CURB LINE TABLE MEMO HARDSCAPE (D— UTHOCRETE SIDEWALK WITH SPECIAL FINISHES PER LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) ( C 2 �— CONCRETE D Q QUARRY STONE FINISH PER PLANS PREPARED UNDER SUPERVISION O F pi LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) LIC IMPROVEMENT FOR: PU B PLANS OLD HIOMY lIM WMWMEN7s mom] DATE: 6" TYPE G CURB AND GUTTER PER G-2 UNLESS HIGHWAY 101 BEAUMRCA11ON PHASE 11 VIM AW SEE SHEET 12 FOR THIS AREA mms� HORIZ.1"=2 SCALES VERT. 1 $0=1 L X #1211310AIL#1317 NK44 MISCELLARE0,11S (g>— INSTALL STREET LIGHT INSTALL TREE GRATE AND TREE PLANT TREE Q3)--CONTRACTOR TO RELOCATE EXISTING FIRE HYDRANT 2.5' BEHIND FACE OF CURB PER WAS W-01 AND UPGRADE HYDRANT TO INDUSTRIAL TYPE MEETING CURRENT FIRE DEPARTMENT STANDARDS. Q�t-PROTECT WATER VALVE IN PLACE, ADJUST TO GRADE AS NEEDED Is lei ,C MIGH PRESSURE GAS UNE IN "THE STREET. USE CAUTION MEN i"! EXCAVAMG OR TRENCHM. _j M+ CURB LINE TABLE 5VA El p NO of SCALES HORiz.1' =2 VERT. 1"A A Nut WO HARDSCAPE (D— UTHOCRETE SIDEWALK WITH SPECIAL FINISHES PER LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) ( C 2 �— CONCRETE D Q QUARRY STONE FINISH PER PLANS PREPARED UNDER SUPERVISION O F pi LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) LIC IMPROVEMENT FOR: PU B PLANS OLD HIOMY lIM WMWMEN7s CONCRETE CROSSWALK PER DETAIL SHEET NO. 2 DATE: 6" TYPE G CURB AND GUTTER PER G-2 UNLESS HIGHWAY 101 BEAUMRCA11ON PHASE 11 OTHERWISE SHOWN C� ER G-27 �A A POVPERLA� BASE PER TYPICAL SECTION PER G-1 4A UNLESS OTHERWISE (��yy-JOIN SHOWN EMSTING PAVEMENT PER CITY STANDARD STORMORAIN Sr NDS CHANNEL DRAIN NO. 833 W/TRAFFIC GRATE NO. 888 OR EQUAL MISCELLARE0,11S (g>— INSTALL STREET LIGHT INSTALL TREE GRATE AND TREE PLANT TREE Q3)--CONTRACTOR TO RELOCATE EXISTING FIRE HYDRANT 2.5' BEHIND FACE OF CURB PER WAS W-01 AND UPGRADE HYDRANT TO INDUSTRIAL TYPE MEETING CURRENT FIRE DEPARTMENT STANDARDS. Q�t-PROTECT WATER VALVE IN PLACE, ADJUST TO GRADE AS NEEDED Is lei ,C MIGH PRESSURE GAS UNE IN "THE STREET. USE CAUTION MEN i"! EXCAVAMG OR TRENCHM. _j M+ CURB LINE TABLE 5VA El p NO of SCALES HORiz.1' =2 VERT. 1"A A Nut WO APPROVALS Hl I 77=7 PLANS PREPARED UNDER SUPERVISION O F pi RECOMME E (N) APPROVED LIC IMPROVEMENT FOR: PU B PLANS OLD HIOMY lIM WMWMEN7s v- eftiiii? DATE: Al�e 11015'— HIGHWAY 101 BEAUMRCA11ON PHASE 11 vvZ) Z�d BY: BY: R.C.E. N 0, 27517 IMOY SODAS, ROE 22312 PETM OOTA—ROSLES, RM 52176 ENGINEER ROGER k. FREE EXP. 9/30/2007 DATE: DATE: 12-12-2005 12-12-2005 1 K PROJE WOR CT NO. CMS 02 C C-17 SHEET 17 OF 77 CURB LINE TABLE 0 CURB CURVE TABLE (I>— LITHOCRETE SIDEWALK WITH SPECIAL FINISHES PER LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) (I>— CONCRETE SIDEWALK NTH QUARRY STONE FINISH PER LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) w m CONCRETE CROSSWALK PER DETAIL SHEET NO. 2 TYPE G CURB AND GUTTER PER G-2 UNLESS ��K�ffilmmv OTHERWISE SHOWN P –27 2�DESTRIAN RAMP PER G MINIMUM A.C. OVERLAY A.C. PAVEMENT AND BASE PER TYPICAL SECTION MOW= XSER011:01011IRMIRIN MKIR04 SCALES HORIZ.1 2 VERT. 1 '=21 HORIZONTAL 1"-20' VERTICAL 1"=2' ml rr HORIZ.1 $* =20' iiCALES VERT. 1 tv =2; 0 CURB LINE TABLE 8+00 SUPERVISION OF DATE: 12-12-2005 R.C.E. No. 27517 EXP. •7 CURB CURVE TABLE �176+145.79 42.25' 00 22 1/2' B�ND D PA MENT VE x w w. r zi + 9 Go =��= 4-4. X ZXX,-, ZZ z /'X z xx >/ c I/ �+o /e✓ r4 0. X LOW, Xx z Z ZZ x 00 04 > OD. Lo (o CA 0) co oi Z l QD pr IPA, Z rfr fi ------------ I", APPROVALS RECOMME�qED APPROVED By BY. 'LEROY ISOM. R(X 22312 RCE $21' DATE: 12-12-2005 DATE: 12-12-2005 HARDSCAPE (I>— LITHOCRETE SIDEWALK WITH SPECIAL FINISHES PER LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) (I>— CONCRETE SIDEWALK NTH QUARRY STONE FINISH PER LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) (Z)-- CONCRETE CROSSWALK PER DETAIL SHEET NO. 2 TYPE G CURB AND GUTTER PER G-2 UNLESS OTHERWISE SHOWN P –27 2�DESTRIAN RAMP PER G MINIMUM A.C. OVERLAY A.C. PAVEMENT AND BASE PER TYPICAL SECTION CONCRETE DRIVEWAY PER G-14A UNLESS OTHERWISE SHOWN JOIN EXISTING PAVEMENT PER CITY STANDARD STORMDRAIN TYPE 13 CLEANOUT Y-5' Is" RCP 1350–D MlNIMUM UNLESS OTHERWISE SHOWN 24 RCP 1350–D MINIMUM UNLESS OTHERWISE SHOWN CONCRETE PIPE COLLAR PER D-62 12" PVC 45- ELBOW MISCELLANEOUS (g>— INSTALL STREET LIGHT INSTALL TREE GRATE AND TREE PLANT TREE HORIZONTAL 1"-20' VERTICAL 1"=2' ml rr HORIZ.1 $* =20' iiCALES VERT. 1 tv =2; 0 CURB LINE TABLE 8+00 SUPERVISION OF DATE: 12-12-2005 R.C.E. No. 27517 EXP. •7 CURB CURVE TABLE �176+145.79 42.25' 00 22 1/2' B�ND D PA MENT VE x w w. r zi + 9 Go =��= 4-4. X ZXX,-, ZZ z /'X z xx >/ c I/ �+o /e✓ r4 0. X LOW, Xx z Z ZZ x 00 04 > OD. Lo (o CA 0) co oi Z l QD pr IPA, Z rfr fi ------------ I", APPROVALS RECOMME�qED APPROVED By BY. 'LEROY ISOM. R(X 22312 RCE $21' DATE: 12-12-2005 DATE: 12-12-2005 ♦ i. xti JIM F.,lf*Ti&i moil 8+00 w 101MV11-0-ALOINAWT -41 �,- HA"llm m HORIZONTAL PLANS PREPARED UNDER SUPERVISION 0 DA 05 ENGINEER ROGER A. FREE R No. 27517 EXP. 9ZN/2007 I IK4WCURB LINE TABLE wal R_, a.. (D— UP40CRETE SIDEWALK NTH SPECIAL FINISHES PER BENCHMARK: LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) (g�— CONCRETE SIDEWALK NTH QUARRY STONE FINISH PER BRASS DISC STAMPED OC 139 LANDSCAPE DRAWINGS, SHEET LCD-1.0 (48) 5 CONCRETE CROSSWALK PER DETAIL SHEET NO. 2 6w TYPE G CURB AND GUTTER PER G-2 UNLESS �PWDESTRIAN OTHERWISE SHOWN RAMP PER G-27 1 2 MINIMUM A.C. OVERLAY A.C. • PAVEMENT AND BASE PER TYPICAL SECTION IN ENCINITAS ONCRETE DRIVEWAY PER G-14A UNLESS OTHERWISE Q— SHOWN JOIN Exis-nNG PAVEMENT PER CITY STANDARD HORIZONTAL PLANS PREPARED UNDER SUPERVISION 0 DA 05 ENGINEER ROGER A. FREE R No. 27517 EXP. 9ZN/2007 I IK4WCURB LINE TABLE wal STORMORAIN (:g>— 5' TYPE B CURB INLET WITH 8" CURB FACE UNLESS BENCHMARK: OTHERWISE SHOWN PER D-2 (g�— TYPE B CLEANOUT Y-5' BRASS DISC STAMPED OC 139 TYPE 13 CLEANOUT Y-6' SDR-35 PVC 5 18" RCP 1350-D MINIMUM UNLESS OTHERWISE SHOWN CONCRETE PIPE COLLAR PER D-62 SOUTHWEST CORNER OF 18 PVC 22 1/2' ELBOW 1 MISCELLANEOUS INSTALL STREET LIGHT IN ENCINITAS INSTALL TREE GRATE AND TREE PLANT TREE HORIZONTAL PLANS PREPARED UNDER SUPERVISION 0 DA 05 ENGINEER ROGER A. FREE R No. 27517 EXP. 9ZN/2007 I IK4WCURB LINE TABLE wal BENCHMARK 15 FOR BENCHMARK: -0139 ',I DESCRIPTION: BRASS DISC STAMPED OC 139 LOCATION- SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF 1 J STREET AND HWY 101 IN ENCINITAS mk*�mjz ELEVATION- 76.506 DATUM- SD COUNTY HORIZONTAL PLANS PREPARED UNDER SUPERVISION 0 DA 05 ENGINEER ROGER A. FREE R No. 27517 EXP. 9ZN/2007 I IK4WCURB LINE TABLE wal ... . ....... ......... . . ..... ..... ---- ------ ........ .... . ..... .. APPROVALS RECOMM ED APPROVED BY.. SWAS. RCE 22312 DATE: 12-12-2005 'n SEE SHEET 15 FOR THIS STORM DRAIN IBM 1 mk*�mjz Mn 4 low"Mm ... . ....... ......... . . ..... ..... ---- ------ ........ .... . ..... .. APPROVALS RECOMM ED APPROVED BY.. SWAS. RCE 22312 DATE: 12-12-2005 'n SEE SHEET 15 FOR THIS AREA CITY 0 PUBLIC IMPROVEMENT HIGH 0 mm "141", its �' 1w 1� 0 g_ �_ .. § / 1 3 ���� . § �\ , 10 w • +. ,11 0�.. cwY riff , i ► k * UNDER SUPERNASION OF DATE: #. 041A * h ! BODAS. RCE NO. 221 DATE: r APPROVED PUBLIC IMPROVEM,ENT PLANS FOR: ► . + ENCINITAS ALAN ARCHMAU), RCE NO. WORK PROJECT Dimm GENERAL NOTES: .. . ....... . LEGEND CONSTRUCTION NOTES 1. ALL WIRE SHALL BE COPPER TYPE THHN STRANDED. 10OW MH INGRADE UPLIGHT 1 INSTALL NEW 120/240V 10 3W 12 SPACE ELECTRICAL SE CE (MYERS CATALOG NO. MEUG tl-1 OR PACIFIC 2. ALL CONDUIT INSTALLED BELOW GRADE SHALL BE CRS, SIZED AS NOTED. RIGID CONDUIT BELOW GRADE 250W HPS POST TOP STREET LIGHT UTILITY PRODUCTS CAT. NO. USP24). CONTRACTOR SHALL INSTALL IN CABINET TWISTLOCK PHOTOCELL, HOA SHALL BE HALF LAPPED NTH SCOTCHRAP Q 10-MIL TAPE. MINIMUM 24 BURIAL DEPTH. CONDUIT SWITCHES, TIME CLOCKS AND LIGHTING CONTACTORS PER CONTROL SCHEMATIC, SEE SHEET 10. INSTALLED ABOVE GRADE SHALL BEG PAINTED TO MATCH EXPOSED SURFACE. NEW PULL BOX 2 INSTALL 1 2 PULLBO PER PULLBOK INSTALiATION DETAIL, SHEET . % . ALL TRENCHING, CONDUITS, ETC. FOR AREA LIGHTS SHALL BE ROUTED AND INSTALLED IN SUCH A NEW 100A 120/24OV, 10 METERED PEDESTAL INSTALL SOUTH BAY FOUNDARY ORNAMENTAL LIGHTING STANDARD DESIGN WITH 2SOW HPS LAMP PER DETAIL MANNER THAT WILL NOT DAMAGE EXISTING FACILITIES. SHOULD DAMAGE OCCUR, IT WILL BE THE SHEET 9. STREET LIGHT AND POST ARE PROVIDED BY THE CITY OF ENCINITAS. POWER FEED TO BE FROM CONTRACTORS RESPONSIBILITY TO REPAIR DAMAGE TO THE SATISFACTION OF THE CITY INSPECTOR. ANY SDG&E. REPAIRS MADE TO BROKEN EXISTING CONDUITS SHALL BE INSPECTED BY THE CITY INSPECTOR BEFORE 4 INSTALL KIM LIGHTING INGRADE LANDSCAPE LIGHT CAT # LIV10 —NF WITH 100W MH LAMP PER DETAIL SHEET 9. 4. BEING COVERED. PRIOR TO POURING THE POLE BASES OR TO COVERING ANY ELECTRICAL CONDUITS, CONTACT THE CITY 5 STUB OUT AND CAP CONDUIT AT LOCATION SHOWN ON PLANS. INSPECTION DEPARTMENT 24 HOURS IN ADVANCE FOR APPROVAL. 6 INSTALL (1) 3/4" SCHUDULE 40 PVC CONDUIT W (2) #10 TYPE XHHW COPPER CONDUCTORS AND (1) #10 5. SUBMIT SHOP DRAWINGS ON THE FOLLOWING EQUIPMENT TO THE CITY OF ENCINITAS ENGINEERING BARE COPPER BOND FOR GROUND. DEPARTMENT: 1) LIGHT FIXTURES, 2) CONDUIT, 3) WIRE, 4) SERVICE PEDESTALS WITH CONTROL EQUIPMENT. 7 IRRIGATION CONTROLLER PER IRRIGATION PLANS. ELECTRICAL CONTRACTOR TO MAKE ELECTRICAL POWER 6< THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, ETC. NECESSARY FOR A COMPLETE CONNECTION WITH CONDUIT AND CONDUCTORS SHOWN. D WORKABLE ELECTRICAL SYSTEM WHETHER OR NOT THESE ITEMS ARE SPECIFICALLY NOTED ON THESE $ INSTALL (1) 3/4" SCHUDULE 40 PVC CONDUIT W (2) #12 TYPE XHHW COPPER CONDUCTORS AMD (1) #12 DRAWINGS. BARECOPPER BOND FOR GROUND. 7 ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE LATEST NEC STANDARDS. 9 INSTALL (1) 3/4" SCHEDULE 40 PVC CONDUIT W (2) #8 TYPE XHHW COPPER CONDUCTORS AND (1) 8. EXISTING STREET LIGHTS SERVED FROM SDG&E UNDERGROUND ELECTRIC SOURCE. CITYS CONTRACTOR TO BARECOPPER BOND FOR GROUND. COORDINATE WITH SDG&E STREET LIGHTING DEPARTMENT AT (858) 654-1218 TO COORDINATE ELECTRIC DISCONNECT /RECONNECTS. INSTALL (1) V* SCHUDULE 40 PVC CONDUIT W (2) #6 TYPE XHHW COPPER CONDUCTORS D (1) #6 E COPPER BOND FOR GROUND. 1 INSTALL (1) 1.25" SCHUDULE 40 PVC CONDUIT WITH (2) #4 TYPE XHHW COPPER CONDUCTORS AND (1) #4 BARE COPPER BOND FOR GROUND. INSTALL (1) 1.25" SCHUDULE 40 Pvc CONDUIT WITH (2) #2 TYPE XHHW COPPER CONDUCTORS D (1) #2 BARE COPPER BOND FOR GROUND. STUB UP CONDUIT AND CONDUCTORS TO THIS LOCATION FOR LIGHTING POWER 30 SCHEDULE 40 PVC CONDUIT TO SDI TRANSFORMER VAULT. PER SDI REQUIREMENTS. COORDINATE ALL WORK WITH SDG&E. w • +. ,11 0�.. cwY riff , i ► k * UNDER SUPERNASION OF DATE: #. 041A * h ! BODAS. RCE NO. 221 DATE: r APPROVED PUBLIC IMPROVEM,ENT PLANS FOR: ► . + ENCINITAS ALAN ARCHMAU), RCE NO. WORK PROJECT Dimm GENERAL CONSTRUCTION NOTES STUB UP CONDUIT AND CONDUCTORS TO THIS LOCATION FOR LIGHTING POWER 3- SCHEDULE 40 PVC CONDUIT TO SDG&E TRANSFORMER VAULT. PER SDG&E REQUIREMENTS. COORDINATE ALL WORK WITH i BENCHMARK Vol �'► /Y L IR 1174 F- Yoh '�Yt p!i OF UNDER 12-06-05 .. J alljoa0m, , LEROY SODAS. RCE NO. 22312 ►.. 0 IRRIGATION CONTROLLER PER I:RRtGAnON PLANS. ELECTRICAL CONTRACTOR TO MAKE ELECTRICAL POWER CONNECTION WITH CONDUIT AND CONDUCTORS INSTALL (1) 3/4" SCHUDULE 44D PVC CONDUIT WITH (2) #12 TYPE XHHW COPPER CONDUCTORS AND (1) #12 .,. COPPER D FOR GROUND. INSTALL (1) 3/4- SCHUDULE 40 PVC CONDUIT WITH (2) #8 TYPE XHHW COPPER CONDUCTORS AND (1) #8 BARE COPP . D INSTALJ— (1) V* SCHUDULE 40 , CONDUIT BARE COPPER BOND FOR GROUND. INSTALL (1) 1.25" SCHUDULE 40 PVC CONDUIT WITH (2) #4 TYPE XHHW COPPER CONDUCTORS AND (1) #4 BARE r tr qr R BOND FOR GROUND. INSTALL (1) 1.25'w SCHUDULE 40 PVC CONDUIT WITH (2) #2 TYPE XHHW COPPER CONDUCTORS AND (1) #2 BARE COPPER BOND FOR GROUND. STUB UP CONDUIT AND CONDUCTORS TO THIS LOCATION FOR LIGHTING POWER 3- SCHEDULE 40 PVC CONDUIT TO SDG&E TRANSFORMER VAULT. PER SDG&E REQUIREMENTS. COORDINATE ALL WORK WITH i BENCHMARK Vol �'► /Y L IR 1174 F- Yoh '�Yt p!i OF UNDER 12-06-05 .. J alljoa0m, , LEROY SODAS. RCE NO. 22312 ►.. 0 I 71*Ti;i F, , 19 047221111101 3:41AVA u"'u"NSTRUCTION NOTES STUB UP CONDUIT AND CONDUCTORS TO THIS LOCATION FOR LIGHTING POWER 3" SCHEDULE 40 PVC CONDUIT TO SDG&E TRANSFORMER VAULT. PER SDG&E REQUIREMENTS. COORDINATE ALL WORK WITH SDG&E. REFERENCES IRRIGATION CONTROLLER PER IRRIGATION PLANS. ELECTRICAL CONTRACTOR TO MAKE ELECTRICAL POWER DESCRIP11ON: BRASS DISC STAMPED OC 140 CONNECTION WITH CONDUIT AND CONDUCTORS AS SHOWN. NORTHEASTIERLY CORNER OF RAL ROAD BRIDGE ABUTMENT INSTALL (1) 3/4" SCHUDULE 40 PVC CONDUIT WITH (2) #12 TYPE XHHW COPPER CONDUCTORS AND (1) #12 ELEVAMON. • BARECOPPER BOND FOR GROUND. INSTALL (1) 3/4- SCHUDULE 40 PVC CONDUIT WITH (2) #8 TYPE XHHW COPPER CONDUCTORS AND (1) #8 BARECOPPER BOND FOR GROUND. @ INSTALL (1) 1" SCHUDULE 40 PVC CONDUIT WITH (2) #6 TYPE XHHW COPPER CONDUCTORS AND (1) #6 BARE COPPER BOND FOR GROUND. (9 INSTALL (1) 1.25" SCHUDULE 40 PVC CONDUIT WITH (2) #4 TYPE XHHW COPPER CONDUCTORS AND (1) #4 BARECOPPER BOND FOR GROUND. INSTALL (1) 1.25" SCHUDULE 40 PVC CONDUIT WITH (2) #2 TYPE XHHW COPPER CONDUCTORS AND (1) #2 BARE COPPER BOND FOR GROUND. STUB UP CONDUIT AND CONDUCTORS TO THIS LOCATION FOR LIGHTING POWER 3" SCHEDULE 40 PVC CONDUIT TO SDG&E TRANSFORMER VAULT. PER SDG&E REQUIREMENTS. COORDINATE ALL WORK WITH SDG&E. REFERENCES BENCHMARK BENCHMARK- 00-0140 DESCRIP11ON: BRASS DISC STAMPED OC 140 LOCA71ON: NORTHEASTIERLY CORNER OF RAL ROAD BRIDGE ABUTMENT AT INT OF AT&SF RR St ENCN4TAS BLVM ELEVAMON. 77.4ag DAIUM. SD COUNTY PLA PREPAR UNDER SUPER)ASION OF DATE: 12-06-05 Z; .7,Awli E.E. NO. EKM am"amow f 940-07 BY- BY! LEROY BODAS, RCE NO, 22312 ALAN ARCHIBALD. RCE NO. 21M DATE: OATE- F.�.w Fvj 1. 2. . 4. 5. 6. 7. Mlb 8. EXISTING STREET LIGHTS SERVED FROM SDG&E UNDERGROUND ELECTRIC SOURCE CFTYS CONTRACTOR TO COORDINATE WITH SDG&E STREET LIGHTING DEPARTMENT AT (858) 654-1218 TO COORDINATE ELECTRIC Ali BENCHMARK: ej--M, IFIM DISC STAMPED OC 140 HORIZONTAL • LOCA71ON: W=26 RATMROAD MW AT INT OF W VN ENCINITAS OLM ELEVATION. 9 .# COUNTY � j► �� ��� _� +mss LEGEND CONSTRUCTION NOTES 10OW MH INGRADE UPLIGHT INSTALL NEW 120/240V 10 3W 12 SPACE ELECTRICAL SERVICE (MYERS CATALOG NO. MEUG46 --1 OR PACIFIC 250W HPS POST TOP STREET LIGHT UTILITY PRODUCTS CAT. N0, USP24), CONTRACTOR SHALL INSTALL IN CABINET TWISTLOCK PHOTOCELL, HOA SWITCHES, TIME CLOCKS AND LIGHTING CONTACTORS PER CONTROL SCHEMATIC, SEE SHEET 10. NEW PULL SOX 2 INSTALL #3 1/2 PULLBOX PER PULLBOX INSTALLATION DETAIL, SHEET 9, NEW 100A 120/2405% 10 METERED PEDESTAL 3 INSTALL SOUTH BAY FOUNDARY ORNAMENTAL LIGHTING STANDARD DESIGN WITH 25OW HPS LAMP PER DETAIL SHEET 9. STREET LIGHT AND POST ARE PROVIDED BY THE CITY OF ENCINITAS. POWER FEED TO BE FROM DGE. 4 INSTALL KIM LIGHTING INGRADE LANDSCAPE LIGHT CAT # LTV10 —NF WITH 10OW MH LAMP PER DETAIL SHEET 9. 5 STUB OUT AND CAP CONDUIT AT LOCATION SHOWN ON PLANS. 6 INSTALL (1) 3/4" SCHUDULE 40 PVC CONDUIT W (2) #10 TYPE XHHW COPPER CONDUCTORS AND (1) #10 BARE COPPER BOND FOR GROUND. IRRIGATION CONTROLLER PER IRRIGATION PLANS. ELECTRICAL CONTRACTOR TO MAKE ELECTRICAL POWER CONNECTION WITH CONDUIT AND CONDUCTORS AS SHOWN. S INSTALL (1) 3/4" SCHUDULE 40 PVC CONDUIT WITH (2) #12 TYPE XHlHW COPPER CONDUCTORS AND (1) #12 RE COPPER BOND FOR GROUND. A► i s s o x!, UNDER S wr ii1 .' . 12-06-05 DATE: EXP. 9-3m INSTALL (1) 3/4" SCHUDULE 0► NDUIT WITH (2) #8 TYPE XHHW COPP INSTALL (1) 1" SCHUDULE 40 PVC CONDUIT WITH (2) #6 TYPE XHHW COPPER CONDUCTORS AND (1) #6 BARE COPPER BOND FOR GROUND. INSTALL (1) 1.25" SCHUDULE 40 PVC CONDUIT WITH (2) #4 TYPE XHHW COPPER CONDUCTORS AND (1) #-IL BARE INSTALL (1) 1.25' SCHUDULE 40 PVC CONDUIT WITH (2) #2 TYPE XHHW COPPER CONDUCTORS AND (1) #2 BARE COPPER BOND FOR GROUND. STUB P CONDUIT ► CONDUCTORS ! R 3" SCHEDULE 40 PVC CONDUIT TO SDG&E TRANSFORMER VAULT. PER SDG&E REQUIREMENTS. COORDINATE ALL WORK WITH SDG&E. a=200:01 00:01 s i t IN a mlld- fal iw. 1i L ' C r #if'1 # w' " .Euf""END CONSTRUCTION NOTES 10OW MH INGRADE -, Iw ' ' BENCHMARK INSTALL NEW 120/240V 10 3W 12 SPACE ELECTRICAL SERVICE (MYERS CATALOG NO. MEUG46-1 OR PACIFIC 250W HPS POST TOP STREET LIGHT DESCRIPTION: UTILITY PRODUCTS CAT. NO. USP24). CONTRACTOR SHALL INSTALL IN CABINET TWISTLOCK PHOTOCELL, HOA . LOCATION: NORTHEASTERILY CORNER OF w CLOCKS SWITCHES, TIME 1, CONTACTORS CONTROL NEW PULL BO PULLBOX PER PULLBOX INSTALLA11ON DETAIL, SHEET r NEW 100A 120/24OV, 10 METERED PEDESTAL ENCWfAS BLVD. INSTALL SOUTH BAY FOUNDARY ORNAMENTAL LIGHTING STANDARD DESIGN WITH 25OW HPS LAMP PER DETAIL 77.489 DATUM: SD COUNTY SHEET 9. STREET LIGHT AND POST ARE PROVIDED BY THE CITY OF ENCINITAS. POWER FEED TO BE FROM S ....{ INSTALL KIM LIGHTING INGRADE LANDSCAPE LIGHT CAT # LTV10-NF WITH 10OW MH LAMP PER DETAIL SHEET 9-- STUB OUT AND CAP CONDUIT AT LOCATION SHOWN ON PLANS. INSTALL (1) 3/4" SCHUDULE 40 PVC CONDUIT WITH (2) #10 TYPE XHHW COPPER CONDUCTORS AND (1) #10 BARE COPPER BOND FOR GROUND. IRRIGATION CONTROLLER PER IRRIGATION PLANS. ELECTRICAL CONTRACTOR TO MAKE ELECTRICAL POWER CONNECTION WITH CONDUIT AND CONDUCTORS AS SHOWN. INSTALL (1) 3/4- SCHUDULE 40 PVC CONDUIT WITH (2) #12 TYPE XHHW COPPER CONDUCTORS AND (1) #12 BARE COPPER BOND FOR GROUND. INSTALL (1) 3/4'm SCHUDULE 40 PVC CONDUIT WITH (2) #8 TYPE XHHW COPPER CONDUCTORS AND (1) #8 BARE COPPER BOND FOR GROUND. w � Iw ' ' BENCHMARK OC-0140 DESCRIPTION: BRASS DW STAMPED OC 140 LOCATION: NORTHEASTERILY CORNER OF RAL ♦ ir: ORRWE ABUTMENT AT INT OF Wit ENCWfAS BLVD. ELEVATION: 77.489 DATUM: SD COUNTY !� g 1111 � � If► � ' PLANS PREPARcn UNDER SUPERMSION OF 2-06 y 21wl a. E.F. NO. rMl�i�ll� RN ." ^ / ! !; !.- i CORtSJRUC"'Tlu"O� NOTES . . ........ . Hf. PLANS NF ! r: d IR UNDER SUPERVISION DAlE-.......--...J2-06-05 4?mw E.E. NO. EONS 07 a lo lo , o zr H !1 7 �v Y 1��X s r: * CONSTRUCTION NOTES INSTALL (1) 3/4" SCHUDULE 40 PVC CONDUIT WITH (2) #12 TYPE XHHW COPPER CONDUCTORS AND (1) #12 BARECOPPER ! # GROUND. INSTALL (1) 3/4" SCHUDULE 40 PVC CONDUIT WITH (2) #8 TYPE XHH`W COPPER CONDUCTORS AND (1) 18 BARE COPPER BOND FOR GROUND. INSTALL (1) 1" SCHUDULE 40 PVC CONDUIT WITH (2) #6 TYPE XHHW COPPER CONDUCTORS AND (1) f6 BARE COPPER BOND FOR GROUND. INSTALL (1) 1.25" SCHUDULE 40 PVC CONDUIT WITH (2) #4 TYPE XHHW COPPER CONDUCTORS AND (1) #4 BARE COPPET BOND FOR GROUND. i INSTALL (1) 1.25" SCHUDULE 40 PVC CONDUIT COPPER CONDUCTORS A3 BARE COPPER BOND FOR GROUND. TI STUB UP CONDUIT AND CONDUCTORS TO THIS LOCA ON FOR LIGHTING POWER \ 3" SCHEDULE 40 PVC CONDUIT TO SDG&E TRANSFORMER VAULT. PER WORK 1 { i E=1ii7 ■� l' .�J r "ALESSAWAVOW"o. BENCHMARK OC-0140 ► t DISC STAMPED OC 140 1 2W LOCATION: '` •' CORNER # HORIZONTAL RAIL ROAD 1 ABU7MENT N (F AUSF .N , ELVATION: S# COUNTY ►,i.♦ j 6 -AW1 71k#O E.E. NO. som R04"&V%M9IIlllff 07 ' EXP. rr ni ��M Ew DATE: r.tr/r�i54BA y' wf4 (7j, ca 0 Y t vim. , mod. CA i F', F N 2pp� qq kn. 1� rw p� 6.3 cs a I 1. ALL WIRE SHALL BE COPPER TYPE THHN STRANDED. A 2. ALL CONDUIT INSTALLED BELOW GRADE SHALL BE GRS, SIZED AS NOTED. RIGID CONDUIT BELOW GRADE SHALL BE HALF LAPPED INSTALLED ABOVE GRADE SHALL BE GRS PAINTED TO MATCH EXPOSED 3. ALL TRENCHING, CONDUITS, ETC. FOR AREA LIGHTS SHALL BE ROUTED AND INSTALLED IN SUCH A MANNER THAT WILL NOT DAMAGE EXISTING FACILITIES. SHOULD DAMAGE OCCUR, IT WILL BE THE CONTRACTORS RESPONSIBILITY ;; REPAIR D n ' . SATISFACTION ;, INSPECTOR. REPAIRS MADE TO BROKEN EXISTING CONDUITS SHALL BE INSPECTED BY THE CITY INSPECTOR BEFORE BEING COVERED. 4. PRIOR TO POURING THE POLE BASES OR TO COVERING ANY ELECTRICAL CONDUITS, CONTACT THE CITY INSPECTION DEPARTMENT 24 HOURS IN ADVANCE FOR APPROVAL. 5. SUBMIT SHOP DRAWINGS ON THE FOLLOWING EQUIPMENT TO THE CITY OF ENCINITAS ENGINEERING DEPARTMENT: CONDUIT, CONTROL 6. THE ELECTRICAL CONTRACTOR SHALL PROVIOE ALL LABOR, MATERIAL, ETC. NECESSARY FOR A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WHETHER OR NOT THESE ITEMS ARE SPECIFICALLY NOTED ON THESE DRAWINGS. 7. ALL ELECTRICAL INSTALLATIONS SHALL COMPLY NTH THE LATEST NEC STANDARDS. 9. EXISTING STREET LIGHTS SERVED FROM SDG&E UNDERGROUND ELECTRIC SOURCE. CITY'S CONTRACTOR To i ar STREET DEPARTMENT AT (858) ♦ ie COORDINATE ELECTRIC i CONSTRUCTION NOTES INSTALL (1) 1.25" SCHUDULE 40 PVC CONDUIT WITH (2) #4 TYPE XHHW COPPER CONDUCTORS AND (1) #4 BARE i e> w w BOND i Via: GROUND. INSTALL i PVC TYPE COPPER *,. i w: AND BARE COPPER BOND FOR GROUND. I +. STUB UP CONDUIT AND CONDUCTORS LOCATION i. POWER (a Y SCHEDULE 40 PVC CONDUIT TO SDG&E TRANSFORMER VAULT. PER SDG&E REQUIREMENTS. COORDINATE ALL WORK WITH SDG&E. s ZE ivi U-0 k PLAN PREPARED BY HORIZONTAL r %u .� n 101 a 0 woJ mg a E-01 lig i � rM IMPROVEMENT PUBLIC ♦R a 12-06-05 at BEAUTIFICATION IIIAlBY. BY. N l'llw COAST LEROY PHASE Exp. "iw T NO. CMS 02C PROJEC 4'r, GKAVEL---� USE THREAD SEALENT TO PREVENT LEAKAGE U" JI-CAMU" Zl# na Aim 6* BRASS NUT MAKNI) WASHER ASS HOLD DOWN BOLT WITH SCREW DRIVER SLOT AT END TO TURN BOLT. BOX QLQ Q-Q-WN RQLJ DETAI 10OW HALOGEN PAR 38 INGRADE UPUGHT. KIM LTV11—PR-100HAL-120 IXKFU & T14OROUGf" TAMP EXCANWrED AREA FINISHED GRADE ON In N UND STURBED, SOIL 924" 8" X 12n CON.E BLOCK m 16'-0" NOM. M TC, HG T. 45 314" rojogEmmism - 20A 125V DUPLEX RECEPTACLE W1 WEATHER PROOF COVER POLE TEN ON EXTENDS THRU CAPI TAL 0* rO LINDA TION 26" SURFACE WITHIN ACROSS CORNERS MUST BE LEVEL CASTIRON ORNAMENTAL SPLIT BASE W1 INTERNAL CONNECTING HARDMRE, (2) ACCESS DOORS 0 180' W1 TAMPER (8 112- CTRS.) (4 112- PROL RESISTANT SS SCREWS. I A ALL FULL GALV 00 Al 270* To APPROVALS R C MMEND BY. LEROY BODAS. RCE NO. 22312 DATE: j . mw N S R W ,' Ol 2$.75 .; HOA "' t • r r Iiii'mmmi a vmmt s a I r # 120/240V 200A MErERED SES 30,000 P HE 120/240V Ff HE 101 . 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NO. 1685 San Diego, California 92101-6161 VICKI ESTRADA 4/30/06 619.236 78 Fax EXP. z ELP@EstradaLandPlan,com X COORDINATE SYSTEM (RD PT) ■J3.5 (RD PT) Sol 6--m Im FA ilk J4.1 (RD PT) J4,2 (RD PT) J4.6 (RD VICKI E TRADA NO. 6 PARKS RECREATION NRIIIIIEWIV Of 0 20 40 ON BY: SCALE- 1 "=20' OP CAVfi DATE: APPROVALS CITY OF ENCINITAS ENGINEERING m DEPARTMENT DRAWING NO. RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI BY, LEROY SODAS, RCE NO. 22312 BY. ALAN ARCHIBALD, RCE NO. 218691 LANDSCAPE CONSTRUCTION PLAN DATE: DATE: LWORK PROJECT NO. CMS 02C LC-1.7 SHEET 42 OF 78 (4> DESIGNFD BY DRAWN AND CHECKED BY BENCHMARK SCALE PLAN PREPARED BY /t t8/ SELLA LLC E-S7Rj,,0A Lj 29 PLAIVNING Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL 10 = 10'-0" Urban Design Landscape Architecture Computer Imaging DATE; 619.236.0143 755 Broadway Circle, Suite 300 R.L.A. NO. 1685 San Diego, California 92101-6161 VICKI ESTRADA 4/30/06 619.236 78 Fax EXP. z ELP@EstradaLandPlan,com X COORDINATE SYSTEM (RD PT) ■J3.5 (RD PT) Sol 6--m Im FA ilk J4.1 (RD PT) J4,2 (RD PT) J4.6 (RD VICKI E TRADA NO. 6 PARKS RECREATION NRIIIIIEWIV Of 0 20 40 ON BY: SCALE- 1 "=20' OP CAVfi DATE: APPROVALS CITY OF ENCINITAS ENGINEERING m DEPARTMENT DRAWING NO. RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI BY, LEROY SODAS, RCE NO. 22312 BY. ALAN ARCHIBALD, RCE NO. 218691 LANDSCAPE CONSTRUCTION PLAN DATE: DATE: LWORK PROJECT NO. CMS 02C LC-1.7 SHEET 42 OF 78 (4> 6--m Im FA ilk J4.1 (RD PT) J4,2 (RD PT) J4.6 (RD VICKI E TRADA NO. 6 PARKS RECREATION NRIIIIIEWIV Of 0 20 40 ON BY: SCALE- 1 "=20' OP CAVfi DATE: APPROVALS CITY OF ENCINITAS ENGINEERING m DEPARTMENT DRAWING NO. RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI BY, LEROY SODAS, RCE NO. 22312 BY. ALAN ARCHIBALD, RCE NO. 218691 LANDSCAPE CONSTRUCTION PLAN DATE: DATE: LWORK PROJECT NO. CMS 02C LC-1.7 SHEET 42 OF 78 (4> VICKI E TRADA NO. 6 PARKS RECREATION NRIIIIIEWIV Of 0 20 40 ON BY: SCALE- 1 "=20' OP CAVfi DATE: APPROVALS CITY OF ENCINITAS ENGINEERING m DEPARTMENT DRAWING NO. RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI BY, LEROY SODAS, RCE NO. 22312 BY. ALAN ARCHIBALD, RCE NO. 218691 LANDSCAPE CONSTRUCTION PLAN DATE: DATE: LWORK PROJECT NO. CMS 02C LC-1.7 SHEET 42 OF 78 (4> COORDINATE w r III u K3.2 ! ! ! K4.1 'IM■ ■: *. (RD �. A II K3.5 RD PT) ! • i ! i ll i ! A !! 4 I • ! I i l s I rI I • i a� � ♦ i ! 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I DATE- BY- ALAN u BY: ALAN ARCHIBALD, RCE NO. 21869 DATE: PARKS & RECR'E'ATION P.PPKO0v` :_h r r �♦ 4 r ILI .+ �- ► ! WA► A AAM • i FORM OR VICKI ESTRADA No. C Ex&, i , 0 OF CAO. 5 SHEET 43 OF 78 7 / 1 R EE, SHEET LC-1.8 0 IZIFEE's K2.8 K2.5 ,jew1� , 7 / 1 R EE, SHEET LC-1.8 K2.8 K2.5 00 1111 K2.7(RD PT) P.A. < (Y— AXIS, Q0 0 0 K2.6 P.O. B. *K2' 12 K2.12 0 7 24 K2.20 0. K2.21 P.A. I K2.1 1 (RD PT) K2.16(RD PT)----\ 5 r WR INNEW iA in P.A. 0-j K2.14 K5.11 K5.12 K5.13 K5.14 K5.15 P.A. MW IF I V I < P.A. 7,1 4 7 F TI PD., TYP C P.A. 4 rol P.O.B. 'K K4.3(RD PT) P.A. VEH., TYP. P-1 21 F7 7 7- -�- S Ar m G 6 PA. K1.10{RDGP-1 (0 24 P.A. �/� �./'"�/�' -�r� _ r 04 M11 I U X-4--.i(RD PT) 16 K4.1 (RD PT) P.A. • 0) R P.A. C P A> 3 P.A. P.A. K4.4(RD PT) (P 5(RD PT M— x K3. -- K4.5(RD PT) P.A. ;I-,_ lun R.O.W. P.A. P.A.' P.A. K4.6(RD PT) 1+ C P.A. 4) 0 4k m .......... "M . . . . . . . . . . . . . 11 0 K3.1 (RD PT) 24 VICKI ES AD P.O.B. 'K3' r'R A "1 0 NIL, R PARKS Caudal Sella, LLC j Sit Environmental Design & Urbanism Landscape Planning 10 APPROVIC"'D 0 20 40 0 1617 Junfperhill Drive • BY., Encinitas, CA 92024 rMa C 760,494.3784P 760.4943034 F %A;— DA-rE- DESIGNED BY DRAWN AND REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY ED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CAUDAL MLA UC ESMADA LAND PLA)VAAW Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 0 HORIZONTAL 1" 10'-0" Urban Design Landscape Architecture Computer Imaging DATE: DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI Y. 619,23&0143 81. BY: 755 Broadway Cir6o, Suite 300 R.L.A. NO. 1685 LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 LANDSCAPE CONSTRUCTION PLAN San Diego, California 92101-6161 VICKI ESTRADA --- 0 619,236.0578 Fax EXP. 4/30/06 DATE- DATE: WORK PROJECT NO. CMS 02C S- ILP C511- stradat-andPian.00m LC-1.9_ ';H�T 44 OF 78 Caudal Sella, LLC Environmental Design & Urbanism Landscape Planning 1617A6perht1fDrive Encinitas, CA 92024 760.494.3784P 760,494,7034 r IN, VNIGM in., w 0 0 0 11"NA291110iffim 0 111130 nox i X141 an 0 6041.111111111 HORIZONTAL 1" - 101 DESIGNED BY DRAWN AND CH PLANS PREPARED UNDER SUPERVISION OF DATE: R.L.A. NO. 1685 VICKI ESTRADA EXP. 4/30/06 11 0 0 Ll il 0 1/4 -zlon DTI G i/-z Alon m-r APPROVALS RECOMMENDED APPROVED BY: BY. LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 DATE: DATE: 0 PARKS & REDCMEEATION APPR0VE'D K1 COORDINATE SYSTEM K1.1 (RD PT) I* K1.3 (RD PT) K1.4 (RD PT) • K1.8 (RD PT) K1.9 (RD PT) (RD PT) SCALE: 1"=20' CITY OF ENCINITAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 DOWNTOWN ENCINITAS BEAUTIFICATION LANDSCAPE CONSTRUCTION PLAN WORK PROJECT NO. CIVIS 02C LC-1.10 09, 0 L Ga 4�VICKll S ADA ' PNOW-171 pWE j MT. 0 El SHEFT 45 OF 78 ENW'Aff 120411021111111 K3.4 (RD PT) SCALE: 1"=20' CITY OF ENCINITAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 DOWNTOWN ENCINITAS BEAUTIFICATION LANDSCAPE CONSTRUCTION PLAN WORK PROJECT NO. CIVIS 02C LC-1.10 09, 0 L Ga 4�VICKll S ADA ' PNOW-171 pWE j MT. 0 El SHEFT 45 OF 78 F—M z- S�A\? Caudal Sella, LLC Environmental Design & Urbanism Landscape Planning PARKS & RECF�F.ATION I APPROVED DATA -] - - -- - I SCALE PLAN PREPARED BY DESIGNED BY DRAWN AND CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT' DRAWING NO REVISIONS APPROVED DA�E BENCHMARK I CAUDAL SE11A 11C ESTRADA LAND PLANNING PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE II Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED HORIZONTAL 1" 1 0*-0" Urban Design Landscape Arcmecture Computer Imaging S1 DATE: DOWNTOWN EN 'II ITAS BEAUTIFICATION 0054 - 619.236,0143 755 Broadway Circle, Suite 300 San Die California 92101-6161 619.23000�78 Fax ELPOEstradat-andPlan,com R.L.A. NO, 1685 BY. LEROY SODAS, RCE NO. 22312 EXP. 4/30106 DATE: BY: ALAN ARCHIBALD, RCE NO. 21869 DATE: SHEET 46 OF 78 0 -ma VD Ce) -X(on DT} r 1R. 0 si. —Cl Sl MAO] am R as C14 SlA(RD PT) 3 1 VEH TYPICAL , Nc; ✓ G um I 0 I W10 mmml� mpy�� P.A, P.A. S2.1 (RD PT) raw P.A. clq QQ S2.2(RD PT) PAVING LAYOUT SHALL MATCH oo WALL ALIGNMENT. NO- P.A. 0A S2 COORDINATE SYSTEM S2.1 (RD PT) S2.2 (RD PT) S2.3 (RD PT) S2.4 (RD PT) 81 COORDINATE SYSTEM S2.3 (RD PT_j; S2.4 (Rn PT) mw I I Caudal Sella, LLC Environmental Design & Urbanism Landscape Planning 1617 3uniperhiA Drive Encinitas, CA 92024 760.494.3764 P 760.494.7034 r ■► 3..1 -- 1. INSTALL ! EXPANSION PER LAYOUT O PLANS y ♦ O.C. SPACING FOR PEDESTRIAN PAVING AND AT ALL JOINTS AT EXISTING WALKS, CURBS, WALLS AND OTHER 2. INSTALL ALL CONTROL JOINTS PER CONSTRUCTION PLANS WITH A MAX. 5' O.C. SPACING FOn PEDESTRIAN PAVING. ALL 2'X2' GRID SAWCUT SCORING SHALL BEGIN FROM BACK OF CURB, COLOR: NATURAL GRAY CONCRETE ON, _.... 1MMM 4. .. SHEET LCD-1.3, ■■r f P FINISH: 'QUARRIED STONE' & W/ SILICA CARBIDE EXPOSED AGGREGATE APPROVALS Mal Mal AND S.D.R.S.D. G-7, PAVING SECTION DEPTHS SHALL BE BASED ON SOILS REPORT. HANDSEED: SILICA CARBIDE, 60% COVERAGE SEE 1,2,3,6, & 8 100PA COLOR: NATURAL GRAY 0 G-9, G-10, M SHEET LCD -1.3, d G-9, G-10, THICKNESS: 4" STAIN: LITHOCROME CHEMSTAIN 'CS-15 'ANTIQUE AND S.D.R.S.D. G-7, G -9, G -10, I PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE it WO M I ; LAYOUT AS SHOWN �(� LAYOUT AS SHOWN ALL t , N I LAYOUT AS SHOWN ■► 3..1 -- 1. INSTALL ! EXPANSION PER LAYOUT O PLANS y ♦ O.C. SPACING FOR PEDESTRIAN PAVING AND AT ALL JOINTS AT EXISTING WALKS, CURBS, WALLS AND OTHER 2. INSTALL ALL CONTROL JOINTS PER CONSTRUCTION PLANS WITH A MAX. 5' O.C. SPACING FOn PEDESTRIAN PAVING. ALL 2'X2' GRID SAWCUT SCORING SHALL BEGIN FROM BACK OF CURB, COLOR: N A L T.B.D. _.... REFERENCES 4. .. EXPANSION JOINTS AND COLD JOINTS SHALL BE DOWELED PER DETAIL 2, SHEET LCD -1.3 ■■r f DESIGNED �3Y EXPOSED AGGREGATE APPROVALS 5. STONE PAVING TO BE 'SELECT CUT PORPHYRY' PAVING SECTION DEPTHS SHALL BE BASED ON SOILS REPORT. AND 'r.. r SEE 1,2,3,6, & 8 TOPSEED: GLASS BEADS, 85% COVERAGE (LITHOCR.)!." COLOR: NATURAL GRAY - 6. SHEET LCD -1.3, d G-9, G-10, 5% STAIN: LITHOCROME CHEMSTAIN 'CS-15 'ANTIQUE AND S.D.R.S.D. G-7, G -9, G -10, I PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE it �(� LAYOUT AS SHOWN ALL t , N LAYOUT AS SHOWN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SCORING: PER PLANS ■► 3..1 -- 1. INSTALL ! EXPANSION PER LAYOUT O PLANS y ♦ O.C. SPACING FOR PEDESTRIAN PAVING AND AT ALL JOINTS AT EXISTING WALKS, CURBS, WALLS AND OTHER 2. INSTALL ALL CONTROL JOINTS PER CONSTRUCTION PLANS WITH A MAX. 5' O.C. SPACING FOn PEDESTRIAN PAVING. ALL 2'X2' GRID SAWCUT SCORING SHALL BEGIN FROM BACK OF CURB, MM CAA -I\ _.... REFERENCES 4. THICKNESS: 2 ", SEE 'CROSSWALK' DET., SHEET C -2. EXPANSION JOINTS AND COLD JOINTS SHALL BE DOWELED PER DETAIL 2, SHEET LCD -1.3 PLAN BY DESIGNED �3Y SCORING: PER PLANS APPROVALS 5. STONE PAVING TO BE 'SELECT CUT PORPHYRY' PAVING SECTION DEPTHS SHALL BE BASED ON SOILS REPORT. �.. ESTRADA LAND PLANNING SEE 1,2,3,6, & 8 COLOR: NATURAL GRAY - 6. SHEET LCD -1.3, d SUB -SLAB FINISH: FLOAT FINISH: FLAME, MORTAR TO 4 SUB-SLAB 5% �Q�c AND S.D.R.S.D. G-7, G -9, G -10, I PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE it �(� 7. ALL THICKNESS: 8 LAYOUT AS SHOWN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SCORING: PER PLANS EXPANSION JOINT - REFER TO DETAILS AND ...... ..... _ ............. ........_......_ SEE 2, SHEET LCD-1.3, SPECIFICATIONS. AND AS SHOWN Urban Design Landscape Architecture Computer imaging CONTROL JOINT (SAWCUT)- REFER TO DETAILS AND SEE 2, SHEET LCD --1.3, DOWNTOWN CI ITA r BEAUTIFICATION SPECIFICATIONS. 2'x2' GRID SHALL BEGIN AT BACK AND AS SHOWN OF CURB. RADIAL SAW CUTS PER DRAWINGS. HAND RAIL, 42" STEEL, WITH RAISED CONC. CURB - ----------------- SEE 5, SHEET LCD -1.3 CAST-IN-PLACE CONCRETE WALL V 1 � ��, ' ,gyp '�� SEE SHEETS LCD-1.1 1 BY. :,16w'► m 1NR:I+►. 'f AND LCD -1.2 10 CAST—IN—PLACE CONCRETE SEATWALL SEE 3 &4, SHEET LCD -1.2 BIKE RACK. SEE SPECIFICATIONS FOR MANUFACTURE 755 Broadway 755 Broadway Circke, Suite 300 ' San Diego, 92101—E161 San Diego, California C Fax 11 AND MODEL NUMBER. INSTALL PER PLANS AND NO. 21869 SEE 1, SHEET LCD 1.4 _ �_ —_ -- SHEET 48 QE 78 SPECIFICATIONS CAST —IN —PLACE CONCRETE ENTRY MONUMENT, 12 SEE STRUCTURAL DRAWINGS FOR FOOTINGS AND SEE 3, SHEET LCD -1.1 REINFORCING. { LITHOCRETE FLUSH CONCRETE BAND 1 COLOR: 'CHARCOAL GRAY' BY SCOFIELD 'QUARRY' FINISH: SEE 3, SHEET LCD -1.3 DIMENSIONS. PED, PAVING. 6" WIDTH TYPICAL, UNLESS OTHERWISE INDICATED ON DRAWINGS. CROSSWALK EDGES: V-0" WIDTH, TYPICAL. SCORING: SAWCUT, AS INDICATED P.A. LANDSCAPE PLANTING AREA P.A. 14 MEDIAN MAINTENANCE STRIP SEE 3, SHEET LCD ---1.4 COLOR: INTEGRAL PADRE BROWN OR EQUIVALENT FINISH: EXPOSED AGGREGATE TOPSEED: 4 " -6" ARIZONA RIVER ROCK THICKNESS: 4" (PEDESTRIAN), 6" (VEHICULAR) SCORING: PER PLANS 1 TREE ROOT BARRIER, TYPICAL —` — ° SEE 3, SHEET LCD -1.4 f SEE C, SHEET LPD --1.0 1& TRASH RECEPTACLE, INSTALL (14) AT 11 SEE PLAN DRAWINGS. LOCATIONS INDICATED ON DRAWINGS. t LIGHT STANDARD, TYPICAL 0 SEE PLAN DRAWINGS, 1$ CAST —IN —PLACE RAISED CONCRETE CURB SEE 7, SHEET LCD --1.3 19 TREE GRATE (CITY FURNISHED) t SEE CIVIL DRAWINGS FOR LOCATIONS , 20 DRIVEWAY SEE CIVIL DRAWINGS. N 21 STORM DRAIN INLET ��� SEE CIVIL DRAWINGS. EXISTING EUCALYPTUS TREE TO REMAIN. PROTECT SEE DEMOLITION IN PLACE. DRAWINGS, f EXISTING TRISTANIA CONFERTA TREE TO REMAIN. SEE DEMOLITION PROTECT IN PLACE. �' ` DRAWINGS. COMPANION SEATING LOCATED NEXT TO SEAT WALLS PER ADA STANDARDS._) 34 SEE PLAN DRAWINGS. RELOCATED UTILITY - VAULT, BOX, ENCLOSURE, OR SEE PLAN DRAWINGS, PANEL. TREE UPLIGHTS - SEE ELECTRICAL DRAWINGS NOT SHOWN SEE ELECTRICAL FOR LOCATION AND MODEL NUMBERS DRAWINGS. ■► 3..1 -- 1. INSTALL ! EXPANSION PER LAYOUT O PLANS y ♦ O.C. SPACING FOR PEDESTRIAN PAVING AND AT ALL JOINTS AT EXISTING WALKS, CURBS, WALLS AND OTHER 2. INSTALL ALL CONTROL JOINTS PER CONSTRUCTION PLANS WITH A MAX. 5' O.C. SPACING FOn PEDESTRIAN PAVING. ALL 2'X2' GRID SAWCUT SCORING SHALL BEGIN FROM BACK OF CURB, 8. FOR TOPOGRAPHY, r. GRADING, UTILITIES, PROPERTY DEMOLITION ROADWAYS, AND GUTTERS, INTERSECTION CROSSWALK LAYOUT AND MATERIALS, PLANS �. TREES A REFER ENGINEER'S DRAWINGS. r FOR RETAINING WALLS, HORIZONTAL * VERTICAL CONTROL, REINFORCING, PILASTER AND JOINTS, • w O STRUCTURAL ENGINEER'S DRAWINGS. WHERE WORK IS 11 PERFORMED PRIVATE PROPERTY, N A WRITTEN ! N. TO DISTURB PROPERTY FROM THE CITY OF ENCINITAS CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF WORK. 11. VERIFY LOCATION OF ALL BUILDINGS, WALLS, ROADS AND CURBS AFFECTING LANDSCAPE SCOPE OF WORK WITH STRUCTURAL AND CIVIL DRAWINGS. WO 1K9 14. ALL DIMENSIONS SHALL BE MEASURED PERPENDICULAR TO ANY REFERENCE LINE, WORK LINE, FACE OF BUILDING, FACE OF WALL, OR CENTERLINE. 15. ALL DIMENSIONS MEASURED TO CENTERLINE OF BUILDING COLUMNS SHALL MEAN THE FIRST ROW OF COLUMNS CLOSEST TO THE FACE OF THE BUILDING. 16. ALL WORK PERFORMED WITHIN THE DRIP LINE OF TREES DESIGNATED "EXISTING TREES TO REMAIN" SHALL BE HAND LABOR, 17. ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING TO BE PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 18, REFERENCE TO NORTH REFERS TO TRUE NORTH. REFERENCE TO SCALE IS FOR FULL —SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. 19. DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 20. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 21. WHERE NOT SHOWN ON LANDSCAPE DRAWINGS, SEE CIVIL DRAWINGS FOR ROADWAY CENTERLINES, BUILDING SETBACKS AND BENCH MARKS. A ■ !' � � y. � All � i � pYl.. ! a � !. R welliffrelffliw- 25. CORRECT 11 N BETWEEN AND OTHER IMPROVEMENTS. 26. VERIFY LOCATION AND TYPE OF SITE ELECTRICAL CONNECTIONS, EQUIPMENT, FIXTURES AND CONSTRUCTION WITH ELECTRICAL ENGINEER'S DRAWINGS. 27. ADJUST ANGLE OF TREE UPLIGHTS AS DIRECTED BY LANDSCAPE ARCHITECT AFTER INSTALLATION " AP PR 0alt`D BY,� _ „WE. 0 20 40 SCALE: 1"=20' E] ,D OADSC *� VICKI ESTRADA - Not 1685 0 6 Cr CAUNV 0 REVISIONS APPROVED DATE REFERENCES 4. ALL EXPANSION JOINTS AND COLD JOINTS SHALL BE DOWELED PER DETAIL 2, SHEET LCD -1.3 PLAN BY DESIGNED �3Y DRAWN AND CHECKED BY APPROVALS 5. ALL PAVING SECTION DEPTHS SHALL BE BASED ON SOILS REPORT. �.. ESTRADA LAND PLANNING - 6. ALL PAVING SHALL COMPLY WITH TITLE 24 /ADAAG REQUIREMENTS AND SHALL NOT EXCEED _PREPARED Estrada Land Planning 5% SLOPE, OR 2% ON CROSS SLOPES, I PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE it —Jr.. 7. ALL TREE GRATE CUTOUTS SHALL BE 4' -1/4" I.D. SQUARE, EXCEPT AS NOTED ON PLANS. 8. FOR TOPOGRAPHY, r. GRADING, UTILITIES, PROPERTY DEMOLITION ROADWAYS, AND GUTTERS, INTERSECTION CROSSWALK LAYOUT AND MATERIALS, PLANS �. TREES A REFER ENGINEER'S DRAWINGS. r FOR RETAINING WALLS, HORIZONTAL * VERTICAL CONTROL, REINFORCING, PILASTER AND JOINTS, • w O STRUCTURAL ENGINEER'S DRAWINGS. WHERE WORK IS 11 PERFORMED PRIVATE PROPERTY, N A WRITTEN ! N. TO DISTURB PROPERTY FROM THE CITY OF ENCINITAS CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF WORK. 11. VERIFY LOCATION OF ALL BUILDINGS, WALLS, ROADS AND CURBS AFFECTING LANDSCAPE SCOPE OF WORK WITH STRUCTURAL AND CIVIL DRAWINGS. WO 1K9 14. ALL DIMENSIONS SHALL BE MEASURED PERPENDICULAR TO ANY REFERENCE LINE, WORK LINE, FACE OF BUILDING, FACE OF WALL, OR CENTERLINE. 15. ALL DIMENSIONS MEASURED TO CENTERLINE OF BUILDING COLUMNS SHALL MEAN THE FIRST ROW OF COLUMNS CLOSEST TO THE FACE OF THE BUILDING. 16. ALL WORK PERFORMED WITHIN THE DRIP LINE OF TREES DESIGNATED "EXISTING TREES TO REMAIN" SHALL BE HAND LABOR, 17. ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING TO BE PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 18, REFERENCE TO NORTH REFERS TO TRUE NORTH. REFERENCE TO SCALE IS FOR FULL —SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. 19. DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 20. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 21. WHERE NOT SHOWN ON LANDSCAPE DRAWINGS, SEE CIVIL DRAWINGS FOR ROADWAY CENTERLINES, BUILDING SETBACKS AND BENCH MARKS. A ■ !' � � y. � All � i � pYl.. ! a � !. R welliffrelffliw- 25. CORRECT 11 N BETWEEN AND OTHER IMPROVEMENTS. 26. VERIFY LOCATION AND TYPE OF SITE ELECTRICAL CONNECTIONS, EQUIPMENT, FIXTURES AND CONSTRUCTION WITH ELECTRICAL ENGINEER'S DRAWINGS. 27. ADJUST ANGLE OF TREE UPLIGHTS AS DIRECTED BY LANDSCAPE ARCHITECT AFTER INSTALLATION " AP PR 0alt`D BY,� _ „WE. 0 20 40 SCALE: 1"=20' E] ,D OADSC *� VICKI ESTRADA - Not 1685 0 6 Cr CAUNV 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN BY DESIGNED �3Y DRAWN AND CHECKED BY APPROVALS CITY OF E N C I I �TA ENGINEERING DEPARTMENT DRAWING NO. CAU6iL_ S£LLA LLC �.. ESTRADA LAND PLANNING - - - -- _PREPARED Estrada Land Planning I PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE it PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED HORIZONTAL 1" = 20'-0" Urban Design Landscape Architecture Computer imaging DATE: DOWNTOWN CI ITA r BEAUTIFICATION 5 I Ik R.L.A. NO. I68> BY. LANDSCAPE CONSTRUCTION LEGEND NOTES 755 Broadway 755 Broadway Circke, Suite 300 ' San Diego, 92101—E161 San Diego, California C Fax VICKI ESTRADA EXP. 4/30/06 LEROY 80DAS, RCE N0. 22312 ALAN ARCHIBALii, RCE DATE: DATE: NO. 21869 ; WORK PROJECT NO. CMS ®2C LC D-1.0 �y LV� I.0 _ �_ —_ -- SHEET 48 QE 78 .sue ELP @EstradaLandPlan.com { M 4f-9_9 if 16 I I m m GROUT PER SPECS. MORTAR BED PER SPECS. FINI& CAST-IN-PLACE (";'ONCRETE WALL SCALE- r- 2'-0' IW FOR MORTAR AND TILE. FLUSH WITH WALL FINISH. CONCRETE WALL, SMOOTH E DUST SEEDING, PER SPECS LANDSCAPE CONSTRUCTION ANGS FOR PLANTER WIDTHS. JISH GRADE OF PAVING STRUCTURAL DRAWINGS REINFORCING AND FOOTING. K*IIhEoll M10 N U IT E AT IS I G N SEE DETAIL 3, SHEET LCD- 1. 1 81.93' m cn U') U? a- Q. 0_ c o _­, co Lu w Ln Q0 c-D C111 cn I C-,� 0� co r__ ul') Lo ul) Lo U-) Ln CD Lr) C-D "0 Q0 Lr) Ln Lc) Ln LI-) I -4- Lr) -4- Lc,) 4- Ln c c t. f CXD Ln U) Ll v) U-) C-li N N in .. . ........ ... . T T I 0 _00 C.I.P. CONCRETE WALL MOSAIC TILE FINISH SEE DETAIL 4 LCD-1.1 6 FINISH GRADE (VARIES) cis It TL Riv 6111111 .1 m c1`4 L6 Lo SCALS 1% 61-00 ELEVATION A-A ^ & Us AST-IN-PLACAE ENTRY MONUMENT AND WALL SCALE 4Y-W PLAN Ln Q0 C111 cn I C-,� Lo SCALS 1% 61-00 ELEVATION A-A ^ & Us AST-IN-PLACAE ENTRY MONUMENT AND WALL SCALE 4Y-W PLAN ELEVATION RIGHT ELEVATION LEFT L/4 I Lot L/2 2 L/4 m Lu INSIDE RADIUS ELEVATION 7 7- 77 77 7 7 OUTSIDE RADIUS ELEVATION NOTE: SEE LANDSCAPE CONSTRUCTION DRAWINGS FOR SEATWALL LOCATIONS AND DIMENSIONS. Yk 9 r-A, vvi I Z le 5 a I ill t 1*01 In Kel 411111111 Z. ALL 3. DIMENSIONS ARE FOR INSIDE RADIUS OF ALL SEATWALLS, AT PLANE OF SEATWALL BASE (FINISHED FACE). 4. BEGINNING POINT IS FROM LEFT TO RIGHT, FACING THE SEATWALL FROM THE STREET 5. FINISHED FACE OF SEATWALL CAP IS 1 " WIDER THAN 2'-0" WID BASE (FINISHED FACE). c I lL 2. i I a*ol U I a7lin q SCALE, 1"- 2'-0" SIDE ELEVATION LEFT LITHOCRETE, SMOOTH CONCRI FINISH, SEE SPECS, TYPICAL m SIDE ELEVATION RIGHT VERTICAL RADIUS 1" OVERHANG EDGE, TYP. MOSAIC TILE FINISH, SEE SPECS. ZEN I a CL. CL '--' I r-- BEGIN I 'c' I C, I 00 cn Lr-) �2 1 �2 1 'ZD I c"i c"ll HT. C%4 lqd- 4- -+- 4- t- '--' I L'n 00 L o L0 r-- 4- I-- 4- r- r t co + 00 00 co 4- 00 -1- co 00 00 + 00 4- CXD 4- 00 i + 00 co co 00 t.n Lo Ln Ln Ln 1-n Ln L-n U-) s a Lc-,) Ln Lo Ln Ln Ln Lr) Ln Ln C'4 r Ln CD L 00 Ln Qo N Ln 00 00 -d- C/') N--) C/-) tll� V-) C-� cr) C-111 cn c"i cn C-14 cn r-� U-) (c) V) cf) -d- cn rl-) U-) r-S U-) -d- cr, -1- U-) -d- TOP OF ZEN I a CL. 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COMPACTED AGGREGATE BASE A Alk M NOTES: PROVIDE EXPANSION JOINTS @ A MAX-- - !MUM OF 24'-0". ALIGN EXPANSION JOINTS IN ABUTTING CURB & WALKS. PROVIDE CONTROL JOINTS & 8'--0" O.C. ALL CONCRETE TO BE A MIN. 4000 P.S.I. WITH 4% - 7% AIR ENTRAINED. LOCATE UNDERDRAINS SO THAT CONNECTIONS TO STORM DRAIN SHALL FALL AT NO LESS THAN 1% FINISH GRADE OF PAVEMENT ADJACENT, WHERE FLUSH CURB IS NO-FED ON PLAN, PROVIDE FINISH SURFACE ADJACENT FLUSH W11 -H TOP OF CURB. TOPSOIL BACKFILL CAST-IN-PLACE CONCRETE CURB, RAISED #4 REBARS CONTINUOUS TOP & BOTTOM 6" COMPACTED AGGREGATE BASE, PER SPECIFICATIONS UNDERDRAIN. CONNECT TO SITE STORM SEWER SYSTEM. REFER TO SPECIFICATIONS FOR TYPE. COMPACTED SUBGRADE LEGEND: 1. C.I.P. CONCRETE PAVING SEE PAVING LEGEND FOR TYPE AND FINISH. 2. 6" COMPACTED AGGREGATE BASE - REFER TO STANDARD SPECIFICATIONS, 3. COMPACTED SUBGRADE PER SOILS REPORT. 4. CONTINUOUS EXPANSION JOINT PER STANDARD SPECIFICATIONS. NOTES: SEE DETAIL 2 FOR CONCRETE JOINTING, 014 IAN tLY"I I ill, IMA WiTt"KA I 2", o POWDER-COATED STEEL TUBE HANDRAIL. FINISH: GLOSS COLOR: RAL 600 3/16" POST-TEN STAINLESS STEEL NEW CONCRETE 1 -3/4" DIA. POW COATED STEEL T1 FINISH: GLOSS COLOR: RAL 600 1/2" RAD_ TYP, EXISTING S-1. OPE ---------- CONTINUOUS REBAR, L-SHAPED, #3 AT POST, CENTERED ON FO AND CONTINUOUS EXPANSION A CURB &. REFER TO CIVIL ENG. DRWGS 48" SQUARE TREE GRATE FRAME - OUTSIDE DIM. VANDAL RESISTANT BOLTS TO HOLD DOWN GRATE ALIGN FRAME W/BACK FACE CENTERLINE OF TREE PITS/TREE CONCRETE PAVING 3/8" X 3" ANCHORS TYP. TREE GRATE FRAME TYPE A (ADJUSTABLE) - ATTACH PER MANUFACTURER'S SPECS. TREE GRATE 48" X 48" Ln Ln SAWCUT SAWCUT COLD JOINT SCORE JOINT LEGEND: 1. R 1/16". 2. SEALANT PER SPECIFICATIONS. 3. BACKER ROD PER SPECIFICATIONS. 4. EXPANSIVE MATERIAL PER SPECIFICATIONS, 5. #4 @ 18" O.C. IN 'SPEED DOWEL' SLEEVE. 6. SEE DETAIL 1, SHT. LCD-1.3 7, COMPACTED BASE PER SOIL REPORT. PAVEMENT LAYOUT PLAN 48 3/4" OD- INNTI` IG GRATE FmAME 'ONCRETE JONAL TREE u N N.T.S. SECTION N.T.S. FINK PER PLAN LEGEND: I. WEAKENED PLANE JOINTS AT 15' O.C. 2, INTEGRAL COLOR PER LEGEND, k: DOWEL PER DETAIL 2, LCD 1.3 PLUSH CONCRETE BAND 1/4" RADIUS (TYPICAL) NO. 4 REBAR CONTINUOUS COMPACTED AGGREGATE BASE 95% COMPACTED SUBGRADE VEHICULAR 7 5 @ 4'A 7 7 4 LEGEND SAWCUT 'EXPANSION JOINT NOTES: FOR VEHICULAR PAVING, INTERRUPT REINFORCING @ EXPANSION JOINTS. SAWCUT SCORE JOINTS TO BE 1/5 OF THE SLAB THICKNESS. -'4 a . 4 77 _7 �LIJI 7-- _7 F71' _ ,771� PEDESTRIAN 7 ,-(,3 6 1. CONCRETE PAVING, -- REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. #4 REBAR AT 18" O,C., EACH WAY, CENTERED IN SLAB VEHICULAR ONLY 3, FINISH GRADE 21 -. COMPACTED SUBGRADE PER SOILS REPORT 5, 1/4" TOOLED RADIUS 6. 2" CLEAN SHARP SAND PER STANDARD SPECIFICATIONS 7. ROOTBARRIER PM-NWI Flo R�V��IC�NS A�PRav�ra Df�TE R���RN�S I�A1W BENCHMARK SCALE PLAN PREPARES BY APPROVALS � �`�'' C= �. �j C�: I ! I T,� � �NC�1f�IE�.RING ®APARTMENT C)I�A`I�1G I'�G. CA�IDAL SELLA LLC E.5%�A1�A t�t>wa PLANN /tv(� ��_�.�. _.�..�.. ����da Lin ���il[11'n PLANS PREPARES UNC��R SUPERVISION OF RECOMMENDED APPRO�IED PUBLIC iMPROi/I�iai�hlT �i.,ahi °oft: CCJASi" `Y 101 PMAS�' I1 _.__ PLAN .C. PLANTING AREA - SECTION LEGEND: 1. COMPACTED AGGREGATE BASE 2. FINISH PER CONSTRUCTION LEGEND. 3. 1/4" RADIUS. 4. COLD JOINT. 5. #4 REBAR DOWELS AT 29" O.C. 6. CURB & GUTTER - REFER TO CIVIL DRAWINGS NOTES: 1) PROVIDE EXPANSION JOINTS FOR MEDIAN STRIP SUB-SLAB AT 20'-0" ON CENTER FOR ENTIRE LENGTH OF MEDIAN. 2) PROVIDE EXPANSION JOINTS AT ALL ABUTMENTS TO LARGER CONCRETE SLABS. MEDIAN MAINTENANCE STRI VEHICULAR ACCESS - SECTION 7. ASPHALT PAVING/SUBGRADE - REFER TO CIVIL ENGINEER'S DRAWINGS, 8. COMPACTED SUBGRADE 9. CONTINUOUS ROOT (WATER) BARRIER AT EDGE OF PLANTER AREA. TYPE PER SPECS. 10. MEDIAN PLANTER AREA - SEE TO LANDSCAPE PLANTING DRAWINGS. 11, #4 REBAR, 18" O.C_ BOTH WAYS, 2t L_ L_ V L_ I N L) - m 1. LITHOCRETE COBBLE RUMBLE SURFACE WITH FIBERMESH REINFORCING - PER SPECIFICATIONS, 2. 6X6 W2.9 X 2.9 W.W.M. PLACE TO MIDDLE OF CASTING. 3. C.I.P. CONCRETE PAVING SLAB - VEHICULAR LOADS. 4. #4 @ 18" O.C.EX 5. C.A.B. PER SOILS REPORT. 6. COMPACTED SUBGRADE PER SOILS REPORT, "TIE RUMBLE STRIP, CROSSWALKS & EDGING BANDS WITH #4 SPEED DOWEL, @ 24" O.C. PTA=* i EQ. 1` EQ� lim A. ALL SITE AMENITIES SHALL BE LOCATED A MINIMUM OF 4' FROM ALL INTERSECTIONS, BENCHES, TRASH RECEPTACLES, AND BIKE RACKS AND A MINIMUM OF 6' FROM FIRE HYDRANTS. CONTRACTOR TO ABIDE BY CITY OF ENCINITAS ORDINANCE MUNICIPAL CODE CHAPTER 6.25. WHEN LOCATING OR RE-LOCATING NEWSRACKS. PLAN .LEGEND - 1, CURB REF CIVIL ENGINEER 2. SITE AMENITY SUCH AS NEWSRACKS, PHONE BOOTHS, ETC, - TO BE LOCATED BY CITY'S AUTHORIZED REPRESENTATIVE 0 SITE AMENITY PLACEMENT SECTION PLAN SECTION STREET CURB 8 7/8" INVERTED 'U' BIKE RACK, SEE SPECS FOR MANUFACTURER AND MODEL NUMBER. INSTALL PRIOR 1-0 SIDEWALK PAVING. INSTALL PLUMB, BOTH WAYS. PROTECT WITH PLASTIC, DURING CONCRETE PLACEMENT. SIDEWALK FINISH GRADE INSTALL 12" DIA. CONCRETE FOOTING, PRIOR TO CONCRETE PAVING PLACEMENT COMPACTED AGGREGATE BASE COMPACTED BASE PER SOILS REPORT Ll� rc 101 q 0 CHAIN' L - NK FENCE GA FE 3/4" I /! 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VERIFY LOCATIONS OF EXISIIING, IMAM _4 CONTROL WIRE CONDUIT RUN. WATER SUPPLY SHALL BE PROVIDED FROM PRIVATE PROPERTY TION RA Caudal Sella, LLC SUPPLY LINES ONLY. EXTEND EXISTING VALVE CONTROL WIRING FROM OUTER LIMITS OF PARKS ECRE Environmental Design & Urbanism Landscape Planning SEE SHEET LICE - 1. 0 THRU LID-1.3 FOR GRADING TO NEW VALVE BOX LOCATIONS INDICATED ON THE DRAWINGS. AF r R OVk-.. D 0 10 20 4. IRRIGATION DETAILS, LEGEND AND NOTES 1617 Jumperhill Ddve RELOCATE BACKFILOW PREY LATER DEVICES TO NEW LOCATION AS REQUIRED BY NEW PAVING By. Fndnlras, CA 92024 SEE SEPARATE BOOKLET FOR SPECIFICATIONS W 760494 3784 P N SCALE: 1"=10' 760,494,7034 F Li�y —0 �T -- DAM fn� ....... .... . .... REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY AWN AND CHECKED BY APPROVALS C1 TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. —eA�-40,4i LE-44A LL��-- LA_DA LAND PLANNING Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HVVY 101 PHASE 11 HORIZONTAL 1" 10'-0" Urban Design Landscape Architecture Computer Imaging DATE: DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI it 619,236,0143 BY: BY' T55 Broadway Circle, Suite 300 R.L.A. NO. 1685 LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 LANDSCAPE IRRIGATION PLAN San Diego, California 92101-6161 VICKI ESTRADA ......... . 619,236.0578 Fax EXP. 4/30/06 DATE: DATE: WORK PROJECT NO. 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RELOCATE BACKFLOW PREVENTER DEVICES TO NEW LOCATION AS REQUIRED BY NEW PAVING LAYOUT. SEE SHEET LID-1.0 THRU LID-1.3 FOR IRRIGATION DETAILS, LEGEND AND NOTES SEE SEPARATE BOOKLET FOR SPECIFICATIONS i PLANS PREPARED UNDER SUPERVISION OF DATE: R.L.A. 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CAUDAL Q—RADA LAND PLANNING Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 HORIZONTAL 1" = 10'-0" Urban Design Landscape Architecture Computer Imaging DATE: DOWNTOWN ENCINITAS BEAUTIFICATION 0054-S1 1519,236.0143 B Y.' BY. 10 755 Broadway Circle, Suite 300 R.L.A. NO, 1685 LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO, 21869 LANDSCAPE IRRIGATION PLAN San Diego, California 92101-6161 VICKI ESTRADA I g 0 619.236,0578 Fax EXP. 4/30/06 DATE: DATE: WORK PROJECT NO. CIVIS 02C U-1.10 3 OF 78 t" ELPOEstradal_andPlan.corn r.981i 12" LEGEND ROUND VALVE BOX W/ LOCKING 'T' TYPE BIOBARRIER ROOT CONTROL SYSTEM NOTES (D 30 -INCH LINEAR LENGTH OF 2" IN SHRUB AREAS, FLUSH IN LAWN WIRE COILED AREAS. WATER PROOF CONNECTION USE TEFLON TAPE ON ALL THREADED (1 OF 2) CONNECTIONS. I D TAG FINISH GRADE /TOP OF MULCH. RECTANGULAR VALVE BOX W/ 'T' #4 X 36" LENGTH REBAR STAKE. TYPE LOCKING LID PER SPECS. 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IJ� Svc ON ' U A 1617 Juniperhill Drive _.__... �: Encinitas CA 92024 �� 760.494.3784 P 760.494.7034 F IDAM % � �,A� --` DESIGNED BY DRAWN AND CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY CAUDAL SELLA LLC FsTRA9A LAND PLANNING _ APPROVALS C1 TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST H Y 101 PHASE 11 — -- HORIZONTAL AS SHOWN Urban Design Landscape Architecture Computer Imaging Ir DATE: DOWNTOWN ENt INITAS BEAUTIFICATION 0054-SI T56 Broadway 1685 I3Y: BY' LANDSCAPE IRRIGATION ATIO DETAILS 755 BraaJway Circle, Suite "3670 R,L,A. NO. LEROY BODAS, RCE NO. 22312 ALAN ARGHIBALD, RCE NO. 21869 San Diego, California 921(`.x1 -6161 VICKI ESTRADA WORK PROJECT NO. CMS 026 SHEET 619.236.0578 Fax EXP. 4/30/06 DATE: DATE: 6 7 of rS ELPi�EstraaaLanaf'(an.com LEGEND SHRUB / GROUND COVER FINISH GRADE /TOP OF MULCH POP —UP SPRAY SPRINKLER: HUNTER 1/2" SWING JOINT SJ512 OR 3/4" SWING JOINT SJ712 AS REQUIRED TO MATCH SIZE OF SPRINKLER INLET PVC SCH 40 S x S x T TEE OR S x T ELL FITTING — LATERAL x SPRINKLER INLET SIZE. PVC LATERAL PIPE GRASS 8 WALK OR CURB UNDISTURBED SOIL 0 ANTI —DRAIN VALVE AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ' ► ■ o. :►1' NOTE: A. USE TEFLON TAPE ON MALE PIPE THREADS FOR PVC TO PVC CONNECTIONS. B. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVER —SPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. C. INSTALL SPRINKLER HEADS FLUSH W/ GRADE IN TURF AREAS & 1/2" ABOVE GRADE IN SHRUB /GROUND COVER AREAS. SCALE- N.T.S. 'v Vi Y t Y[..V IVIN 19 14 .JLIN6 ;Role] x Caudal Sella, LLC Environmental Design & Urbanism landscape Planning Ifil) hnim,h[11 brive quivi 2 a PLAN VIEW LEGEND MAINLINE FROM SOURCE @ DEPTH PER SPECS. SEE STANDARD DETAIL 1 -12. BALL VALVE IN VALVE BOX. MAINLINE @ 12" DEPTH. REMOTE CONTROL VALVES IN VALVE BOX. QUANTITY PER PLAN. PROVIDE A 12" SEPARATION BETWEEN VALVE BOXES. SEE STANDARD DETAIL 1­11. QUICK COUPLER VALVE IN VALVE BOX. PROVIDE A 12" SEPARATION BETWEEN VALVE BOXES. EDGE OF WALK, LAWN, CURB, ETC. O LATERAL LINE, NOTES SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF WALK, LAWN, CURB, ETC. LOCATE VALVES IN SHRUB /GROUND COVER AREAS WHERE POSSIBLE. TYPICAL MANIFOLD LAYOUT .0 v i PLAN VIEW NOTE. INSTALL 2 BUBBLERS PER TREE. giv, 01:2 -;-1111] W01,001 `. 1 :4 11, SCALE- N.T.S. DIMENSION A B C D 1/2" TO 4" IN SIZE WHERE BELOW VEHICULAR PAVING 36" 36" 24" 4" 1/2" TO 4" IN SIZE WHERE BELOW PEDESTRIAN PAVING 18" 18" 12" 4" (D PAVING PER PLAN, SAND BACKFILL COMPACTED l� TO MATCH RECOMMENDATIONS FOR ADJACENT SUB — GRADE. SCH. 40 PVC LATERAL LINE SLEEVE. SCH. 40 PVC WIRE SLEEVE. SCH. 40 PVC MAINLINE SLEEVE. UNDISTURBED SOIL, SLEEVE SCALE- N.T.S. �)LU I IUIN VIr VV NOTES SLEEVES SHALL BE 2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. BUNDLE WIRING & WRAP W/ ELECTRICAL TAPE @ 10' INTERVALS. ALL MAINLINE PIPING SHALL BE INSTALLED IN ACCORDANCE W/ MANUFACTURER'S INSTALLATION SPECIFICATIONS. ALL PVC MAINLINE, PVC LATERAL LINES, & CONTROL WIRES SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS W/ SCH. 40 PVC. UNLESS OTHERWISE SPECIFIED ON PLANS PROVIDE SLEEVES @ 2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE. CONTRACTOR SHALL MARK EDGE OF PAVING ABOVE BOTH ENDS OF SLEEVE W/ A SCORE MARK TO DESIGNATE SLEEVE LOCATION, SLEEVE ENDS SHALL EXTEND 12" BEYOND EDGE OF HARDSCAPE. AFTER INSTALLATION OF PIPE & WIRE, CONTRACTOR SHALL FILL REMAINING VOID IN ENDS OF SLEEVES W/ CONDUIT PUTTY. SCALE- N.T.S. L E %A " 3 rE N D 0 PLASTIC DRAIN GRATE TO FIT 4" DIAMETER PVC DRAIN PIPE. FINISH GRADE. BUBBLER HEAD PER LEGEND, 1" BELOW FINISH GRADE. 2 PER TREE UNLESS OTHERWISE CALLED FOR ON PLANS. SCH. 80 NIPPLE, LENGTH AS REQUIRED, 2 REQUIRED.. 1/2" ANTI DRAIN VALVE. ( NATIVE SOIL. PVC LATERAL LINE. DRILL THROUGH PIPE. ` SCH. 40 1/2" PVC ELL (SXT) 10 AMENDED BACKFILL PER PLANTING PLANS. 11 UNAMEMDED NATIVE SOIL. 12 4" DIAMETER X 36" LONG PERFORMATED PVC DRAIN PIPE. FILL W/ 3/4" GRAVEL TO BOTTOM OF CHECK VAAVE. ROOT BALL OF TREE, 14 2" LAYER OF MULCH OVER LANDSCAPE FABRIC. 15 LANDSCAPE FABRIC. EXTEND MIN. 6" BEYOND DRAIN GRATE EDGE. 11, SCALE- N.T.S. FINISH GRADE 13 BRASS WYE STRAINER W/ 30 MESH MONEL I I =lli1 SCREEN. 2� CONC. PAD 4" THICK. 'HB' DATE - BENCHMARK____ (9 CHAMPION HOSE BIB W/ CHAMPION PLAN PREPARED BY R/P DEVICE. SEE LEGEND. 'HVB -1 11' HOSE VACUUM BREAKER. MAINLINE PIPE BRASS NIPPLES MIN, 4 ", TYP. 1 S COMPACTED EARTH BELOW CONCRETE PAD. CAUDAL SELLA LLC BRASS ELL, 2 REQUIRED. PRESSURE REGULATOR IF SPECIFIED. - --- UNDISTURBED SOIL NOTES: Estrada Land Planning Urban Design landscape Archtecture Computer imaging 619.236.0143 755 Broadway Circle Suite 300 San Diego, California 92101 -6161 619.2360578 Fax ELPQEstradaLandPlan.com.$w. BRASS UNION, 2 REQUIRED. A INSTALL BACKFLOW PERVENTER AS REQURIED 45 DEGREE ELL BRASS RISERS, LENGTH AS REQUIRED. BY LOCAL CODES & HEALTH DEPARTMENT. dli:�#iII�i11I�(IIi�ilif �,,;llli- �illil�ll6 CONTRACTOR SHALL VERIFY LOCAL THRUST BLOCKS TO BE MAINLINE TO MASTER VALVE. REQUIREMENTS PRIOR TO INSTALLATION. 10 SCH. 80 PVC FEMALE ADAPTER. VERIFY FINAL LOCATION W/ INSPECTOR PRIOR TO INSTALLATION. THRUST BLOCKS TO BE — 11 SCH, 80 PVC NIPPLE, 6" MIN. LENGTH. USED FOR 3/4" AND 12 MAINLINE PER SPECS. FROM POINT OF CONNECTION. LARGER PLASTIC PIPE SCALE- N.T.S. ALL CONCRETE TO BE PORTLAND CEMENT 420- -C -2000 TEE I PAR\KS & RECR'L�ATION I SCALE- N.T.S. l r Nlo l s 5 Da a xp ?6 C, e Endnikasr, CA 42020. 760A94.3784P 7 60.494.7034 F CONCRETE THRUST —= I I =lli1 BLOCK, TYPICAL - DATE Ili DATE - BENCHMARK____ ®_SCALE PLAN PREPARED BY DESIGNED BY DRAWN AND CHECKED BY MAINLINE PIPE CITY OF ENCINITAS ENGINEERING -ICI 1 CAUDAL SELLA LLC ESI —RADA LAND PLANNING - --- UNDISTURBED SOIL ldIdl ='13i Estrada Land Planning Urban Design landscape Archtecture Computer imaging 619.236.0143 755 Broadway Circle Suite 300 San Diego, California 92101 -6161 619.2360578 Fax ELPQEstradaLandPlan.com.$w. PLANS PREPARED UNDER SUPERVISION OF DATE: R.L.A. NO. 96$5 VICKI ESTRADA EXP. 4/30/06 t 45 DEGREE ELL 0054-SI 90 DEGREE ELL dli:�#iII�i11I�(IIi�ilif �,,;llli- �illil�ll6 THRUST BLOCKS TO BE CONCRETE THRUST 1 CUBIC FT OF CONCRETE BLOCK, TYPICAL THRUST BLOCKS TO BE — °■' MAINLINE PIPE USED FOR 3/4" AND SHEE T 68 O F 78 LARGER PLASTIC PIPE Rr Fin � i l� I i= riii�iE WRAP PLASTIC FITTINGS _�i — i l iniCTI ipprn Qnii ALL CONCRETE TO BE PORTLAND CEMENT 420- -C -2000 TEE I PAR\KS & RECR'L�ATION I SCALE- N.T.S. l r Nlo l s 5 Da a xp ?6 C, e Endnikasr, CA 42020. 760A94.3784P 7 60.494.7034 F ATE: .DEPARTMENT . REVISIONS APPROVED DATE REFERENCES DATE - BENCHMARK____ ®_SCALE PLAN PREPARED BY DESIGNED BY DRAWN AND CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DRAWING NO. CAUDAL SELLA LLC ESI —RADA LAND PLANNING HORIZONTAL AS SHOWN Estrada Land Planning Urban Design landscape Archtecture Computer imaging 619.236.0143 755 Broadway Circle Suite 300 San Diego, California 92101 -6161 619.2360578 Fax ELPQEstradaLandPlan.com.$w. PLANS PREPARED UNDER SUPERVISION OF DATE: R.L.A. NO. 96$5 VICKI ESTRADA EXP. 4/30/06 RECOMMENDED APPROVED BY. BY: LERO Y BODAS r R GE N O 223 12 ALAN ARGHIBALD , RICE NO. 21869 DATE: DATE: PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 DOWNTOWN V V I l A BEAUTIFICATION LANDSCAPE DETAILS WORK PROJECT NO. CMS 02C /� 0054-SI — SHEE T 68 O F 78 1 1 0 �. -- - -- 24" - -.•- 14 ` AREA ENLAR &ED- � ?1211 10 9 I" - *�- 2 ____ __ _ - 2 t =1W 12" I I— I I _ 7 v) _ 1 7 I I =1 I I 14' ''--6 2' 25)9 W ".^w.^ — +ray !1 ©oC )q 3 MIN. Y� �I 4 00 Q �° � °0° � �� °- � � 8 �-•.. °�� � °� °�r�s0i °��`��r. -- �... 12 ��j� ''--' V,1 } �' s � • • `fir � �irl� �`�� 0 � 5 3 6 4 - `- 4 ....-- ..._.._ __ 14 X 12 CONTROLLER 1~001I ZINT tS ` �` . CFO SECTION VIEW � :�ti: ��_ _ LEGEND SECTION VIEW w { «" 11 9 (D 3/4 )) SCH. 40 PVC SWEEP CONDUIT FOR MASTER VALVE. 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LEGEND &SPECS. � 120 VAC JUNCTION BOX. 2" SCH. 40 PVC SPARE SWEEP CONDUIT. BRICK SUPPORTS. 4 REQUIRED. 5 P GsVG SLEEVE FOR ROUI*ti� Roo. 8 BRICK SUPPORTS. 4 REQUIRED. � � CONTROLLER ENCLOSURE CONCRETE PAD. 6" MIN. DEPTH WASHED GRAVEL, 6 5/S" X S' COi:1i ='ER GROUNDING ROD. " MIN. DEPTH WASHED GRAVEL. BIOBARRIER ROOT CONTROL SYSTEM FABRIC. WALKWAY PER CITY STD. DETAIL 1-1c. BIOBARRIER ROOT CONTROL SYSTEM FABRIC. 26" X 24° X 8" CONCRETE BASE. CURB. PVC MAINLINE PIPE. PVC MAINLINE PIPE. (2) � 2 -1I2" SGH, 40 ELEC. SWEET' ELL FOR STATION WIRES. FROM MAINLINE. 1 -1/2" SCH. 40 ELEG. 5wEEF' ELL FOR FIHONE LINE. NOTE ` �, FROM FLOW METER. TO MAINLINE. '' 1" SCH. 40 ELEC. 5WEEE' ELL FOR 120 VAC POWER. VERIFY W/ CALSENSE TEMPLATE FOR DIMENSION & LOCATION OF CONDUIT SWEEP WITHIN TO IRRIGATION SYSTEMS. THE 12" X 14" AREA OF THE CONTROLLER (800) 572 -8608. FINISH GRADE, CONTRACTOR SHALL INSTALL ADDITIONAL CONDUIT TO ET GAGE. SIZE & LOCATION PER 3/4" SCH. 40 ELEC. SWEEE' ELL CONDUIT FROM FLOW SENSOR NOT SHOWN FOR MANUFACTURER'S RECOMMENDATION. CLARITY SEE CITY STD. DETAIL 1 -18 FOR LOCATION. 3/4" 5GH, 40 ELEC. 5Wr=5P ELL CONDUIT r-Ro m MASTER VALVE NOT 5HOWN FOR CLARITY, SEE CITY 5TD. DETAIL 1 -18 FOR LOCATION. BALL *VALVE AFTER FL ' ENS B BALL AL T LL NT LLE CRETE BASE SCALE N.T.S. SCALE- N.T.S. ���� SCALE, I.T.S. SCALE- N.T.S. C- -- ��. - 5 7 7 1 9 6 3 LEGEND CALSENSE STAINLESS STEEL CONTROLLER ENCLOSURE. CONTROLLER PAD PER CITY STD. DETAIL I -1 a. { 957. COMPACTED SUBGRADE. POURED -IN -PLACE 26" WIDE X 4" THICK CONCRETE WALK. MEDIUM BROOM FINISH W/ 6" TOOLED SHINER PER CITY STD. DETAIL C -5. 5 1 /2" TOOLED RADIUS. 6 FINISH GRADE. 7 EXPANSION JOINT PER CITY STD. DETAIL C---4. 8 t CONTROL JOINT 6' O.C. MAX. SPACING PER CITY STD. DETAIL C -4. ADJACENT CURB WHERE OCCURS. CONTROLLER CONCRETE ACCE S SCALE, N.T.S. 1 rr, VICKI s ,RADA i No 68- rr Caudal Sella, LLC n4onmental Design & Urbanism Landscape Planning s' VI _ D' 1,617 SUnfper(if61 brine -'q caudc i:nrinikas, CA 97.024 ® ,gyp '^P4 ' 760.494.3784 0 76o.a9a.7} sa F OF CAi V0� DESIGNED DRAWN AND CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY CAUaAL MLA LLC Es�,aa� L,~nr® PL�NMfNG�. APPROVALS CITY O F� E I I TA ENGINEERING DEPARTMENT DRAWING NO. Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC 'IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE II HORIZONTAL AS SHOWN Urban Design landscape Architecture Computer Imaging DATE: DOWNTOWN E CIV IT J BEAUTIFICATION 0054-SI � 619.236.13143 BY: BY: LANDSCAPE IRRIGATION DETAILS 755 Broadway Circle, Suite 300 R.L.A. NCI. 1685 LEROY SODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 San Diego, California 92101 -6161 VICKI ETRQDA 4/3 ®/06 DATE: ' — — - 619.236.0678 Fax EXP. DATE: DA ELPOEstradal-andPlan.com WORK PROJECT NO. SHEET 69 OF 78 iii i/ N ,-a Iff I (D- N 0 G 00 k�v 0 0-\ 0 0 0 BOTANICAL NAME COMMON NAME SIZE COMMENTS ALOE BAINESII LILIACEAE PER FULL, DENSE, SPACING MANDEVILLA PLAN STANDARD CASSIA LEPTOPHYLLA GOLD PER FULL, DENSE, HETEROPHYLLUS MEDALLION TREE PLAN STANDARD DRACAENA DRACO DRAGON TREE PER FULL, DENSE, 5 GAL. PLAN STANDARD EUCALYPTUS FICIFOLIA RED FLOWERED PER FULL, DENSE, 40 GUM ------------- PLAN STANDARD JACARANDA MIMOSIFOLIA JACARANDA PER FULL, DENSE, MULTI PLAN STANDARD JUNIPERUS CHINENSIS HOLLYWOOD PER ---------- FULL, DENSE, 'TORULOSA' JUNIPER PLAN STANDARD ---------- - METROSIDEROS NEW ZEALAND PER FULL, DENSE, EXCELSUS CHRISTMAS TREE PLAN STANDARD PINUS PINEA ITALIAN STONE PER FULL, DENSE, VAR. GLORIOSUS PINE PLAN STANDARD PINUS TORREYANA .. ........ ...... TORREY PINE PER FULL, DENSE, 5 GAL. PLAN STANDARD ARCHONTOPHOENIX KING PALM PER FULL, DENSE, CUNNINGHAMIANA PLAN STANDARD PHOENIX CANARIENSIS CANARY ISLAND PER FULL, DENSE, DATE PALM PLAN STANDARD SYAGRUS QUEEN PALM PER FULL, DENSE, ROMANZOFFIANUM PLAN STANDARD -- ------ --- WASHINGTONIA MEXICAN FAN PER FULL, DENSE, ROBUSTA PALM PLAN STANDARD EXISTING EUCALYPTUS TREE TO REMAIN. PROTECT IN PLACE. EXISTING TREE TO REMAIN BOTANICAL NAME COMMON NAME SIZE MINIMUM PCH BLUE CRASSULACEAE 15 GAL. 36" O.C. SPACING MANDEVILLA PENSTEMON BEARD TONGUE 1 GAL. 24" O.C. HETEROPHYLLUS LILY-OF- 5 GAL. 18" O.C. 'QUEEN ANNE' THE-NILE ARTEMISIA CALIFORNICA CALIFORNIA 5 GAL. 18" O.C. X MONTANA MONTANA SAGEBRUSH LEGEND 4NF.) NCTES AP`DR0VFD llftt 0 20 40 GN T R ANIGOZANTHOS KANGAROO PAW 5 GAL. 24" O.C. 'FIERY SUNSET' 760,49U784 P 4e;� C- 1"20 DATE- SALE = ---- --- ----- CARPENTERIA BUSH ANEMONE 5 GAL. 30" O.C. CALI PORN ICA REVISIONS APPROVED CEANOTHUS GLORIOSUS POINT REYES 5 GAL. 30" O.C. VAR. GLORIOSUS CEANOTHUS DRAWING NO. CISTUS SKANBERGII ROCKROSE 5 GAL. 18" O.C. GALVEZIA SPECIOSA ISLAND BUSH 5 GAL. 24" O.C. VAR. "FIRECRACKER" SNAPDRAGON ROMNEYA COULTERI MATILIJA POPPY 5 GAL, 48" O.C. 'RAY HARTMAN' SALVIA GREGII 'ALBA' AUTUMN SAGE 5 GAL. 24" O.C. SALVIA LEUCANTHA X ------- ----- ---------- MEXICAN BUSH - - - ------ 5 GAL. 36" O.C. CLEVELANDII SAGE LAVANDULA DENTATA FRENCH 15 GAL. 24" O.C. VAR, CANDICANS LAVENDER LAVATERA TREE MALLOW 15 GAL, 48" O.C. ASSURGENTIFLORA 'PURISIMA' ELP@EstradeLandP]an.com ------ ----- STRELITZIA REGINAE - - ----- I ------ ---- ­_­­_.1.­_­____­__ BIRD OF PARADISE 15 ------ GAL. ------------ - - 42" - --- ------ - O.C. GROUNDC► VERS LEGEND IRIS DOUGLASIANA X DOUGLAS IRIS 1 GAL, 12" O.C. PCH BLUE CRASSULACEAE 15 GAL. 36" O.C. MANDEVILLA SUN MANDEVILLA 1 GAL. 18" O.C. PARASOL PINK OCTOPUS AGAVE 15 GAL. 36" O.C. AGAPANTHUS AFRICANUS LILY-OF- 5 GAL. 18" O.C. 'QUEEN ANNE' THE-NILE 24"BOX 1 36" O.C. MANDEVILLA MANDEVILLA 5 GAL. 18" O.C. SPLENDENS X HYBRIDS LEGEND 4NF.) NCTES AP`DR0VFD llftt 0 20 DUDLEYA "BE SPRI ECHEVERIA IMBRICATA A DUDLEYA HEN AND CHICKS 1 GAL. 1 GAL. 36" O.C. 18" O.C. AEONIUM ARBOREUM CRASSULACEAE 15 GAL. 36" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 15 GAL. 36" O.C. AGAVE VILMORINIANA OCTOPUS AGAVE 15 GAL. 36" O.C. CRASSULA FALCATA SICKLE PLANT 15 GAL. 1 30" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 24"BOX 1 36" O.C. MUHLENBERGIA PINK MUHLY 5 GAL. 24" O.C. CAPILLARIS 'REGAL MIST' WDS ---------- STIPA TENUISSIMA FEATHER GRASS 5 GAL. 18" O= C.__j WDS VICKI ESTRADA Na 1684 Caudal Sella, LLC 5EE 5HEET LFID-1,0 FCf;R FL,4NTING DET,41L6, PARKS Rr­(',RE.A.1 ION 4 Environmental Design & Urbanism Landscape Planning LEGEND 4NF.) NCTES AP`DR0VFD llftt 0 20 40 GN T R 1617 3uninerhill Dave Endnita I CA 92.024 S, -E 5EFIAR,4TE E30OKLET FOfR &FEC,1FIC,4TION& 6E )kg� tp 760,49U784 P 4e;� C- 1"20 DATE- SALE = OP CA03V 760.494,7034 F . REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN AND atECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CAUDAL SZ-11A Ile_:::16'S7RADA LAW PLAIVIVIIVO Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 HORIZONTAL 1" 20'-0' Urban Design Landscape Architecture Computer Imaging DATE: DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI 619.236.0143 756 Broadway Circle, Suite 300 San Diego, California 92101-6161 619.236,0578 Fax BY. BY: R.L.A. NO. 1685 LEROY BODAS, RCE NO, 22312 ALAN ARCHIBALD, RCE NO. 21869 VICKI ESTRADA 4/30/06 EXP. DATE: DATE: LANDSCAPE PLANTING PLAN WORK PROJECT NO. CMS 02C LPAO 4:10 SHEIT 70 OF 78 ELP@EstradeLandP]an.com I ra W W W W C0 I W z W I pit- 181 50 1 H Iii LP.Z-- =:C C.__ C-9m RAer-low-IMIN L--- II II II t + OD WN or E • F1 D 0 0 (D 0 0\\ �D (S) 0 0 0 TREE LEGEND BOTANICAL NAME COMMON NAME SIZE COMMENTS ALOE BAINESII LILIACEAE PER FULL, DENSE, PENSTEMON BEARD TONGUE PLAN STANDARD CASSIA LEPTOPHYLLA COLD PER FULL, DENSE,, LILY—OF— MEDALLION TREE PLAN STANDARD DRACAENA DRACO DRAGON TREE PER FULL, DENSE,' 18" O.C. PLAN STANDARD EUCALYPTUS FICIFOLIA RED FLOWERED PER FULL, DENSE, ANIGOZANTHOS GUM PLAN STANDARD JACARANDA MIMOSIFOLIA JACARANDA PER FULL, DENSE,, MULTI PLAN STANDARD JUNIPERUS CHINENSIS HOLLYWOOD PER FULL, DENSE,' 'TORULOSA' JUNIPER PLAN STANDARD METROSIDEROS NEW ZEALAND PER FULL, DENSE, EXCELSUS CHRISTMAS TREE PLAN STANDARD PINUS PINEA ITALIAN STONE --------- PER - ------ FULL, DENSE, 760.494.7034 F PINE PLAN STANDARD PILAUS TORREYANA TORREY PINE PER FULL, DENSE, 18" O.C. PLAN STANDARD ARCHONTOPHOENIX KING PALM PER FULL, DENSE, CUNNINGHAMIANA SNAPDRAGON PLAN STANDARD PHOENIX CANARIENSIS CANARY ISLAND PER FULL, DENSE, 5 DATE PALM PLAN STANDARD SYAGRUS QUEEN PALM PER FULL, DENSE, ROMANZOFFIANUM PLAN STANDARD - WASHINGTONIA ---- ------ MEXICAN FAN PER ----- - FULL, DENSE, ROBUSTA PALM PLAN STANDARD EXISTING EUCALYPTUS TREE TO REMAIN. PROTECT IN PLACE. EXISTING TREE TO REMAIN SHRUB LEGEND BOTANICAL NAME COMMON NAME SIZE MINIMUM PCH BLUE CRASSULACEAE 15 GAL. 36" O.C. SPACING PENSTEMON BEARD TONGUE 1 GAL. 24" O.C. HETEROPHYLLUS AGAPANTHUS AFRICANUS LILY—OF— 5 GAL. 18" O.C. 'QUEEN ANNE' ARTEMISIA CALIFORNICA CALIFORNIA 5 GAL. 18" O.C. X MONTANA MONTANA SAGEBRUSH SEE 6HEET LFD-1.0 FOR FLANTING Z)ETAIL5, J PARK'S, 6� R1ECR[:_.AT!0N ANIGOZANTHOS KANGAROO PAW 5 GAL. 24" O.C. 'FIERY SUNSET' 0 20 40 ------- --- CARPENTERIA BUSH ANEMONE 5 GAL. 30" O.C. CALIFORNICA 1617 JuNwhiff Dive sella Eminitls, CA W024 760.494.3784 P CEANOTHUS GLORIOSUS POINT REYES 5 GAL. 30" O.C. VAR. CLORIOSUS CEANOTHUS 760.494.7034 F MINK CISTUS SKANBERGII ROCKROSE 5 GAL. 18" O.C. GALVEZIA SPECIOSA ----------- ISLAND BUSH 5 GAL. 24" O.C. VAR. "FIRECRACKER" SNAPDRAGON APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ROMNEYA COULTERI — -- — --------- MATILIJA POPPY 5 GAL, 48" O.C. 'RAY HARTMAN' CAUDAL SZ-1-1-A LLC ESI—RADA LAND PICAIVNINO SALVIA GREGII 'ALBA' AUTUMN SAGE 5 GAL. 24" O.C. SALVIA LEUCANTHA X MEXICAN BUSH 5 GAL. 36" 0. C. CLEVELANDII SAGE HORIZONTAL 1" 20'-0* Urban Design Landscape Architecture Computer Imaging LAVANDULA DENTATA FRENCH 15 GAL. 24" O.C. VAR. CANDICANS LAVENDER LAVATERA TREE MALLOW 15 GAL. 48" O.C. ASSURGENTIFLORA 'PURISIMA' 619619.236.0143 �0143 755 Broadway Circle, Suite 300 A. NO 1685 R.L. . : BY- BY: BODAS, RCE NO, 22,312 ALAN ARCHIBALD, RCE NO. 21801 LANDSCAPE PLANTING PLAN STRELITZIA REGINAE BIRD OF PA RA im—L- GAL. 42" O.C. 43ROUMCOVERS LEGEND IRIS DOUGLASIANA X DOUGLAS IRIS 1 GAL. 12" O.C. PCH BLUE CRASSULACEAE 15 GAL. 36" O.C. MANDEVILLA SUN MANDEVILLA 1 GAL, 18 O.C. PARASOL PINK OCTOPUS AGAVE 15 GAL, 36" O.C. AGAPANTHUS AFRICANUS LILY—OF— 5 GAL. 18" O.C. 'QUEEN ANNE' THE—NILE 24"BOX 36" O.C. MANDEVILLA MANDEVILLA 5 GAL, 18" O.C. SPLENDENS X HYBRIDS SEE 6HEET LFD-1.0 FOR FLANTING Z)ETAIL5, J ulivISTIR11 11 III &-I 111*1:;I I I =I DUDLEYA "BRITS SPRITE" ECHEVERIA IMBRICATA DUDLEYA HEN AND CHICKS 1 GAL. 1 GAL, 36" O.C. 18" O.C. AEONIUM ARBOREUM CRASSULACEAE 15 GAL. 36" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 15 GAL. 36" O.C. AGAVE VILMORINIANA OCTOPUS AGAVE 15 GAL, 36" O.C. CRASSULA FALCATA SICKLE PLANT 15 GAL. 30" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 24"BOX 36" O.C. IT1WT0;T#T_TqT1T17C7 MUHLENBERGIA PINK MUHLY 5 GAL. 24" O.C. CAPILLARIS 'REGAL MIST' STIPA TENUISSIMA FEATHER GRASS 5 GAL. 18" O.C, IT1WT0;T#T_TqT1T17C7 �_WDSCgp VICKI ESTRADA ra (fir 1 &85 V, Caudal Sella, LLC SEE 6HEET LFD-1.0 FOR FLANTING Z)ETAIL5, PARK'S, 6� R1ECR[:_.AT!0N Environmental Design & Urbanism Landscape Planning caudal. 0 20 40 LEGEND 4ND NOTE6. 1617 JuNwhiff Dive sella Eminitls, CA W024 760.494.3784 P 6EE 5EFARATE 500<Lr=T FOR &FECIFICATION& "' SCALE: 1 =20 E 760.494.7034 F MINK DAIE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN AND CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CAUDAL SZ-1-1-A LLC ESI—RADA LAND PICAIVNINO Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 50 HORIZONTAL 1" 20'-0* Urban Design Landscape Architecture Computer Imaging DATE: DOWNTOWN ENCINITAS BEAUTIFICATION 0054 619619.236.0143 �0143 755 Broadway Circle, Suite 300 A. NO 1685 R.L. . : BY- BY: BODAS, RCE NO, 22,312 ALAN ARCHIBALD, RCE NO. 21801 LANDSCAPE PLANTING PLAN San Diego, California 92101-6161 619.236.0578 Fax VICKI ESTRADA EXP. 4/30/06 DATE: DATE: WORK PROJECT NO. CMS 02C LP-1.1 VA !kET 71 OF 78 ELPOEstradaLandPlan.corn 178+50 179+00 180+00 GI 00 G G G 11. 6% 0 a (D 0 0 0 0 I (D 00 (D BOTANICAL NAME COMMON NAME SIZE COMMENTS ALOE BAINESII LILIACEAE PER FULL, DENSE, 24" O.C. PLAN STANDARD CASSIA LEPTOPHYLLA GOLD PER FULL, DENSE, ARTEMISIA CALIFORNICA MEDALUON TREE PLAN STANDARD DRACAENA DRACO DRAGON TREE PER FULL, DENSE, - --------- PLAN STANDARD EUCALYPTUS FICIFOLIA RED FLOWERED PER FULL, DENSE, 24" GUM PLAN STANDARD JACARANDA MIMOSIFOLIA JACARANDA PER FULL, DENSE, MULTI BUSH ANEMONE PLAN STANDARD JUNIPERUS CHINENSIS HOLLYWOOD PER FULL, DENSE, 'TORULOSA' JUNIPER PLAN STANDARD METROSIDEROS NEW ZEALAND PER FULL, DENSE, EXCELSUS CHRISTMAS TREE PLAN STANDARD PINUS PINEA ITALIAN STONE PER FULL, DENSE, CISTUS SKANBERGII PINE PLAN STANDARD ---- ------- - PILAUS TORREYANA --------- TORREY PINE __­ - ----- - PER — ------- . ...... .. . FULL, DENSE, 5 GAL. PLAN STANDARD ARCHONTOPHOENIX KING PALM PER FULL, DENSE, CUNNINGHAMIANA - ----- PLAN STANDARD PHOENIX CANARIENSIS CANARY ISLAND PER FULL, DENSE, 'RAY HARTMAN' DATE PALM PLAN STANDARD SYAGRUS QUEEN PALM PER FULL, DENSE, ROMANZOFFIANUM GAL. PLAN STANDARD WASHINGTONIA MEXICAN FAN PER FULL, DENSE, ROBUSTA PALM PLAN STANDARD EXISTING EUCALYPTUS TREE TO REMAIN. PROTECT IN PLACE. EXISTING TREE TO REMAIN BOTANICAL NAME COMMON NAME SIZE MINIMUM SPACING PENSTEMON BEARD TONGUE 1 GAL. 24" O.C. HETEROPHYLLUS 18" O.C. PARASOL PINK OCTOPUS AGAVE - 15 GAL. 36" O.C. ARTEMISIA CALIFORNICA CALIFORNIA 5 GAL. 18" O.C. X MONTANA MONTANA SAGEBRUSH PARKS & RiECREATION ANIGOZANTHOS ^ KANGAROO PAW 5 GAL. 24" O.C. 'FIERY SUNSET' CARPENTERIA BUSH ANEMONE 5 GAL. - -- - ------- 30" O.C. CALIFORNICA 0 20 40 SIGN AT CEANOTHUS CLORIOSUS POINT REYES 5 GAL. 30" O.C. VAR. GLORIOSUS CEANOTHUS 'ATL OF CAOV CAOV 760.494.7034 F CISTUS SKANBERGII ROCKROSE 5 GAL, 18" O.C. GALVEZIA SPECIOSA ISLAND BUSH 5 GAL. 24" O.C. VAR. "FIRECRACKER" SNAPDRAGON BENCHMARK SCALE PLAN PREPARED BY ----- - ----- ROMNEYA COULTERI MATILIJA POPPY 5 GAL. 48" O.C. 'RAY HARTMAN' SALVIA GREGII 'ALBA' AUTUMN SAGE 5 GAL. 24" O.C. SALVIA LEUCANTHA X ------ ----- MEXICAN BUSH 5 GAL. 36" O.C. CLEVELANDII SAGE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST H 101 PHASE 11 LAVANDULA DENTATA FRENCH 15 GAL. 24" O.C. VAR, CANDICANS LAVENDER HORIZONTAL 1" 20'-0' Urban Design Landscape Architecture Computer Imaging DATE: DOWNTOWN ENCINITAS BEAUTIFICATION LAVATERA TREE MALLOW 15 GAL. 48" O.C. ASSURGENTIFLORA 'PURISIMA' STRELITZIA REGINAE - - ----- -------- - --- ------- BIRD OF PARADISE 15 GAL. 42" O.C. MOUNDCOVERS LEGEND 11 IRIS DOUGLASIANA X DOUGLAS IRIS 1 GAL, 12" O.C. PCH BLUE CRASSULACEAE 15 GAL, 36" O.C. MANDEVILLA SUN MANDEVILLA - ------------ 1 GAL. 18" O.C. PARASOL PINK OCTOPUS AGAVE - 15 GAL. 36" O.C. AGAPANTHUS AFRICANUS LILY-OF- 5 GAL. 18" O.C. 'QUEEN ANNE' THE-NILE 24" BOX 36" O.C. PARKS & RiECREATION MANDEVILLA MANDEVILLA 5 GAL. 18" O.C. SPLENDENS X HYBRIDS 5 6HEET LFD-1.0 FOfR PLANTING DET,41L5, 9:11101011111:4 z III &1111*11:1:4 Ll I I DUDLEYA "BRITE SPRITE" ECHEVERIA IMBRICATA DUDLEYA HEN AND CHICKS 1 GAL. 1 GAL. 36" O.C. 18" O.C. AEONIUM ARBOREUM CRASSULACEAE 15 GAL, 36" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 15 GAL. 36" O.C. AGAVE VILMORINIANA ----- -------- OCTOPUS AGAVE - 15 GAL. 36" O.C. CRASSULA FALCATA SICKLE PLANT 15 GAL. 30" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 24" BOX 36" O.C. ff FW. TK _r I MUHLENBERGIA PINK MUHLY 5 GAL, 24" O.C. CAPILLARIS 'REGAL MIST' STIPA TENUISSIMA FEATHER GRASS 5 GAL. 1 1 a" O.C. frj VICKI ESTRADA No. 1685 PARKS & RiECREATION Exp. 4/30/06 Caudal Sella, LLC 5 6HEET LFD-1.0 FOfR PLANTING DET,41L5, Environmental Design & Urbanism Landscape Planning calaw LEGEND 4ND NOTE6. 0 20 40 SIGN AT 16177oMperbill Drive Encinitas, CA 92024 Sella 760,494,3784 P 5EE SEFAR,4TE 5OCKLET FOR 6f=ECFICAT10N6 DATE. T.- SCALE: 1"=20' 'ATL OF CAOV CAOV 760.494.7034 F REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN AND CHECKED BY APPROVALS C1 TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CALDAL, SC . LAN 44A ILC J_ ES TRA aA D PLAiVIV1W Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST H 101 PHASE 11 HORIZONTAL 1" 20'-0' Urban Design Landscape Architecture Computer Imaging DATE: DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI 619.236.0143 Broadway Circle, Suite 300 San Diego, California 92101-6161 R.L.A. NO. 1685 VICKI ESTRADA °Y:: LEROY SODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 LANDSCAPE PLANTING PLAN 619.236.0578 Fax EXP. 4130✓06 DATE: DATE: WORK PROJECT NO. CMS 020 LP-1.2 SHEET 72 OF '76 ELP@EstradaLandPlan.com 1, 1 ft j U) W 10 BTH 11 BTH 9 BTH 12 173+50 174+00 LU CO I HWY 101 Uzi 48r 0 174+50 175+00 NTI W w __ - ST ST R s a "0 M M ral M U, OA I �WVie."9.. M r, 175+50 HN ` "Ill S -1 1 13 BTH L176+00 W W C) §0M, ME 176+50 D 9n; STMRS 48w 13 BTH 12 BTH 12 L 177+00 177+50 L L W00-01.0. 0 0 0 0 0 IRIS DOUGLASIANA X DOUGLAS IRIS BOTANICAL NAME COMMON NAME SIZE COMMENTS PCH BLUE 24" O.C. CAPILLARIS 'REGAL MIST' Iii AEONIUM ARBOREUM CRASSULACEAE 15 GAL. i MANDEVILLA, SUN ..... ..... ... MANDEVILLA .. . ..... .. 1 GAL, 18" . . . ........ O.C. ALOE BAINESII LILIACEAE PER FULL, DENSE, ISICKLE PLANT 15 GAL.1 AGAPANTHUS AFRICANUS LILY-OF- PLAN STANDARD 18" AA -------------- . ..... ­.__­ - ------------- - -- -- - CASSIA LEPTOPHYLLA ----- - --- GOLD PER ------- FULL, DENSE, 0054-SI MANDEVILLA MEDALLION TREE PLAN STANDARD 18" O.C. DRACAENA DRACO DRAGON TREE PER FULL, DENSE, R.L.A. No. 1685 LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 LANDSCAPE PLANTING PLAN PLAN STANDARD San Diego, California 92101-6161 619,236.0578 Fax VICKI ESTRADA EXP. 4/30/06 DATE: DATE. WORK PROJECT NO. CMS 02C LP-12 - - - ---------- . ...... ELPOEstradaLandPlan.corn- EUCALYPTUS FICIFOLIA RED FLOWERED PER FULL, DENSE, .. .... ........ GUM ....... ------ PLAN STANDARD JACARANDA MIMOSIFOLIA JACARANDA PER FULL, DENSE, MULTI PLAN STANDARD JUNIPERUS CHINENSIS HOLLYWOOD PER FULL, DENSE, TORULOSA' JUNIPER PLAN STANDARD METROSIDEROS NEW ZEALAND PER FULL, DENSE, EXCELSUS CHRISTMAS TREE PLAN STANDARD PINUS PINEA ITALIAN STONE PER FULL, DENSE, PINE PLAN STANDARD PINUS TORREYANA TORREY PINE PER FULL, DENSE, PLAN STANDARD ARCHONTOPHOENIX KING PALM PER FULL, DENSE, CUNNINGHAMIANA PLAN STANDARD - --------- -- PHOENIX CANARIENSIS CANARY ISLAND PER FULL, DENSE, DATE PALM PLAN STANDARD SYAGRUS QUEEN PALM PER FULL, DENSE, ROMANZOFFIANUM PLAN STANDARD WASHINGTONIA MEXICAN FAN PER FULL, DENSE, ROBUSTA PALM PLAN STANDARD EXISTING EUCALYPTUS TREE TO REMAIN. PROTECT IN PLACE. . ... . ........... . . . ..... ......... . EXISTING TREE TO REMAIN SH" LEGEW BOTANICAL NAME COMMON NAME SIZE MINIMUM SPACING PENSTEMON BEARD TONGUE 1 GAL. 24" O.C. HETEROPHYLLUS ARTEMISIA CALIFORNICA CALIFORNIA 5 GAL. 18" O.C. X MONTANA MONTANA SAGEBRUSH ANIGOZANTHOS KANGAROO PAW 5 GAL. 24" O.C. 'FIERY SUNSET' ....... ­­­ . ......... . ... . . . CARPENTERIA BUSH ANEMONE ------------- 5 GAL. 30" O.C. CALIFORNICA ......... ­­­­ . ....... .. ..... ..... .... CEANOTHUS GLORIOSUS POINT REYES 5 GAL. 30" O.C. VAR. GLORIOSUS CEANOTHUS CISTUS SKANBERGII ROCKROSE 5 GAL. 18" O.C. GALVEZIA SPECIOSA ISLAND BUSH 5 GAL, 24" O.C. VAR. "FIRECRACKER" SNAPDRAGON --- --- - -------- @ ROMNEYA COULTERI MATILIJA POPPY 5 GAL. 48" O.C. 'RAY HARTMAN' SALVIA GREGII 'ALBA' mm AUTUMN SAGE 5 GAL. 24" O.C. SALVIA LEUCANTHA X ----- ---------- MEXICAN BUSH 5 GAL. 36" O.C. L CLEVELANDII SAGE LAVANDULA DENTATA FRENCH 15 GAL. 24 O.C. VAR. CANDICANS LAVENDER LAVATERA ---------- ------ TREE MALLOW 15 GAL. 48" O.C. U 0\\ ASSURGENTIFLORA U 'PURISIMA' (ID STRELITZIA REGINAE BIRD OF PARADISE 15 GAL. 42" O.C. GROUNMOVERS LEWW 0 0 0 0 0 IRIS DOUGLASIANA X DOUGLAS IRIS 1 GAL. 12" O.C. PCH BLUE 24" O.C. CAPILLARIS 'REGAL MIST' Iii AEONIUM ARBOREUM CRASSULACEAE 15 GAL. i MANDEVILLA, SUN ..... ..... ... MANDEVILLA .. . ..... .. 1 GAL, 18" . . . ........ O.C. PARASOL PINK 15 GAL. 36" O.C. CRASSULA FALCATA ISICKLE PLANT 15 GAL.1 AGAPANTHUS AFRICANUS LILY-OF- 5 GAL. 18" O.C. 'QUEEN ANNE' THE-NILE DATE: DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI MANDEVILLA MANDEVILLA 5 GAL, 18" O.C. SPLENDENS X HYBRIDS I. 619.236.0143 755 Broadway Circle, Suite 300 R.L.A. No. 1685 LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 LANDSCAPE PLANTING PLAN • 20 40 SCALE: W111MV11111101 M11 S MCKI ESTRADA 16 Cn I DUDLEYA "BRITE SPRITE"I DUDLEYA MUHLENBERGIA ECHEVERIA IM13RIC HEN AND CHICKS 24" O.C. CAPILLARIS 'REGAL MIST' Iii AEONIUM ARBOREUM CRASSULACEAE 15 GAL. i 3 6 0. C. AGAVE ATTENUATA ---- - -------- ------ FOXTAIL AGAVE jTT 15 GAL. 36" O.C. AGAVE VILMORINIANA OCTOPUS AGAVE 15 GAL. 36" O.C. CRASSULA FALCATA ISICKLE PLANT 15 GAL.1 Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF FOXTAIL AGAVE I 24"BOXI • 20 40 SCALE: W111MV11111101 M11 S MCKI ESTRADA 16 Cn MUHLENBERGIA PINK MUHLY 5 GAL, 24" O.C. CAPILLARIS 'REGAL MIST' DATE BENCHMARK SCALE PLAN PREPARED BY DESI GNEI_���_ DRAWN AND CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO, STIPA TENUISSIMA FEATHER GRASS 5 GAL. 18" O.C. • 20 40 SCALE: W111MV11111101 M11 S MCKI ESTRADA 16 Cn REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESI GNEI_���_ DRAWN AND CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO, CAUDAL LELZA LLC_ CSIRADA LAND PLANNING Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE 11 HORIZONTAL 20'-0' Urban Design Landscape Architecture Computer Imaging DATE: DOWNTOWN ENCINITAS BEAUTIFICATION 0054-SI BY: BY' I. 619.236.0143 755 Broadway Circle, Suite 300 R.L.A. No. 1685 LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 LANDSCAPE PLANTING PLAN San Diego, California 92101-6161 619,236.0578 Fax VICKI ESTRADA EXP. 4/30/06 DATE: DATE. WORK PROJECT NO. CMS 02C LP-12 SHEET 73 OF 78 ELPOEstradaLandPlan.corn- ............ ... ...... . r7__1 411 W I­ V) W W W z F___9k1 rA W a 0 101 N a (D UO 0 0 0 BOTANICAL NAME COMMON NAME SIZE COMMENTS ALOE BAINES11 LILIACEAE PER FULL, DENSE, SPACING MANDEVILLA PLAN STANDARD CASSIA LEPTOPHYLLA GOLD PER FULL, DENSE, HETEROPHYLLUS MEDALLION TREE PLAN STANDARD DRACAENA DRACO DRAGON TREE PER FULL, DENSE, 5 GAL. PLAN STANDARD EUCALYPTUS FICIFOLA RED FLOWERED PER FULL, DENSE, GUM PLAN STANDARD JACARANDA MIMOSIFOLIA JACARANDA PER FULL, DENSE, MULTI PLAN STANDARD JUNIPERUS CHINENSIS HOLLYWOOD PER FULL, DENSE, 'TORULOSA' JUNIPER PLAN STANDARD METROSIDEROS .. NEW ZEALAND ........... PER FULL, DENSE, EXCELSUS CHRISTMAS TREE PLAN STANDARD PILAUS PINEA ITALIAN STONE PER FULL, DENSE, VAR. GLORIOSUS PINE PLAN STANDARD PINUS TORREYANA ....... ..... 1._­_.­_1­ TORREY PINE I ............ PER -------- FULL, DENSE, 5 GAL. PLAN STANDARD ARCHONTOPHOENIX KING PALM PER FULL, DENSE, CUNNINGHAMIANA O.C. PLAN STANDARD PHOENIX CANARIENSIS CANARY ISLAND PER FULL, DENSE, ROMNEYA COULTERI DATE PALM PLAN STANDARD SYAGRUS QUEEN PALM PER FULL, DENSE, ROMANZOFFIANUM PLANS PREPARED UNDER SUPERVISION OF PLAN STANDARD WASHINGTONIA ... ........ ­­1 ..... .... .. MEXICAN FAN PER FULL, DENSE, ROBUSTA PALM PLAN STANDARD EXISTING EUCALYPTUS TREE TO REMAIN. PROTECT IN PLACE. .... - . ------ ------- EXISTING TREE TO REMAIN BOTANICAL NAME COMMON NAME SIZE MINIMUM PCH BLUE CRASSULACEAE 5 GAL. 24" O.C. SPACING MANDEVILLA PENSTEMON BEARD TONGUE 1 GAL. 24" O.C. HETEROPHYLLUS LILY-OF- 5 GAL. 18" O.C. 'QUEEN ANNE' THE-NILE ARTEMISIA CALIFORNICA, CALIFORNIA 5 GAL. 18" O.C. X MONTANA MONTANA SAGEBRUSH ANIGOZANTHOS KANGAROO PAW 5 GAL, 24" O.C. 'FIERY SUNSET' 1617 lunipsrbill Ddve Sella Encinitas, CA 92,024 & E E 6Ef=,4R,4TE 500<LET F-OfR 5FEC,1FIC,,4TI0N,5 CARPENTERIA BUSH ANEMONE 5 GAL. 30" O.C. CALIFORNICA D ATM a 1 - ---------- CEANOTHUS GLORIOSUS POINT REYES 5 GAL. --------- 30" O.C. VAR. GLORIOSUS CEANOTHUS BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY CISTUS SKANBERGII ROCKROSE 5 GAL. 18" O.C. GALVEZIA SPECIOSA ISLAND BUSH 5 GAL. 24" O.C. VAR. "FIRECRACKER" SNAPDRAGON E57RADA LAND PANNING ROMNEYA COULTERI MATILIJA POPPY 5 GAL. 48" O.C. 'RAY HARTMAN' Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE II SALVIA GREGII 'ALBA' AUTUMN SAGE 5 GAL. 24" O.C. SALVIA LEUCANTHA X MEXICAN BUSH 5 GAL. 36" O.C. CLEVELANDII SAGE LAVANDULA DENTATA FRENCH 15 GAL. 24" O.C. VAR. CANDICANS LAVENDER 619236.0143 755 Broadway Circle, Suite 300 R.L.A. NO. 1685 LAVATERA TREE MALLOW 15 GAL, 48" O.C. ASSURGENTIFLORA San Diego, California 92101-6161 619,236.0578 Fax 'PURISIMA' DATE: DATE: WORK PROJECT NO. CMS 02C LP-1A OF 4iET 74 78 STRELITZIA REGINAE - - ------------- BIRD OF PARADISE ----- 15 GAL. V 42" O.C. GROUNDCOVERS LEGEND 11 IRIS DOUGLASIANA X DOUGLAS IRIS 1 GAL. 12" O.C. PCH BLUE CRASSULACEAE 5 GAL. 24" O.C. MANDEVILLA SUN MANDEVILLA 1 GAL. 18" O.C. PARASOL PINK OCTOPUS AGAVE --- - --- ------ 15 GAL 36" O.C. AGAPANTHUS AFRICANUS LILY-OF- 5 GAL. 18" O.C. 'QUEEN ANNE' THE-NILE MANDEVILLA MANDEVILLA 5 GAL. 18" O.C. SPLENDENS X HYBRIDS P'pl` A L 'DUDLEYA "BRITE SPRITE" ECHEVERIA IMBRICATA DUDLEYA ---------- HEN AND CHICKS AEONIUM ARBOREUM CRASSULACEAE 5 GAL. 24" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 36" O.C. AGAVE VILMORINIANA OCTOPUS AGAVE --- - --- ------ 15 GAL 36" O.C. CRASSULA FALCATA SICKLE PLANT 15 GAL 30" O.C. AGAVE ATTENUATA FOXTAIL AGAVE MUHLENBERGIA PINK MUHLY 5 GAL. 24" O.C. CAPILLARIS 'REGAL MIST' try VICKI ESTRADA STIPA TENUISSIMA FEATHER GRASS 5 GAL. 18" O.C. try VICKI ESTRADA Caudal Sella, LLC I.-CFD A PARI S R[_ TK`N No. 1685 6 C, d, Environmental Design &Urbanism Landscape Planning SEE 6HEET LPD-1.0 FOR PLANTING DET,4IL6, P'pl` A L L EC:;END 4ND NOTE&. 0 20 40 1617 lunipsrbill Ddve Sella Encinitas, CA 92,024 & E E 6Ef=,4R,4TE 500<LET F-OfR 5FEC,1FIC,,4TI0N,5 r SCALE: "-20' Or- CA0V 760A94,37,94 P 760.494.7034 F D ATM a 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN AND CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CAUDAL SULA LLC E57RADA LAND PANNING Estrada Land Planning PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: COAST HWY 101 PHASE II HORIZONTAL 1" = 20'-0" Urban Design Landscape Architecture Computer Imaging DATE: D 011/ N TO WN ENCINI TA S BEA U TIFICA TION 0054-SI 619236.0143 755 Broadway Circle, Suite 300 R.L.A. NO. 1685 LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 LANDSCAPE PLANTING PLAN San Diego, California 92101-6161 619,236.0578 Fax VICKI ESTRADA EXP, 4030106 DATE: DATE: WORK PROJECT NO. CMS 02C LP-1A OF 4iET 74 78 =2 ELPOEstradeLandPlan,com we I Caudal Sella, LLC Environmental Design & Urbanism Landscape Planning N.W7LI115#11,11101111 1617 Juniperhill Drive Encinitas, CA 92024 760.494.3784 P 760,4943034 F MAWN r0r; wz#�, i fiw1AM=4==MM DESIGNED BY &EE!5HEET Lf=D-1.0 FOfR f=L,4NTING DETAIL5, LEGEND AND NOTE&. &EE &Ef=,Af;RATE 5O♦ <LET FOf;R 5FECIFIC,4TION5 DRAWN AND CHECKED BY PLANS PREPARED UNDER SUPERVISION OF DATE: R.L.A. NO. 1685 VICKI ESTRADA EXP. 4/30/06 APPROVALS RECOMMENDED APPROVED BY: LEROY BODAS, RCE NO. 22312 DATE: BY: ALAN ARCHIBALD, RCE NO. 21869 DATE; 11 13 VI I I on 0 0 0 0 BOTANICAL NAME COMMON NAME SIZE COMMENTS ALOE BAINESII LILIACEAE PER FULL, DENSE, SPACING PENSTEMON PLAN STANDARD CASSIA LEPTOPHYLLA GOLD PER FULL, DENSE, 18" MEDALLION TREE PLAN STANDARD DRACAENA DRACO DRAGON TREE PER FULL, DENSE, GAL. 18" PLAN STANDARD EUCALYPTUS FICIFOLIA RED FLOWERED PER FULL, DENSE, FOXTAIL AGAVE GUM PLAN STANDARD JACARANDA MIMOSIFOLIA JACARANDA PER FULL, DENSE, MULTI O.C. PLAN STANDARD ------------- JUNIPERUS CHINENSIS - ----- HOLLYWOOD PER FULL, DENSE, 'TORULOSA' ---- -------- JUNIPER PLAN STANDARD METROSIDEROS NEW ZEALAND PER FULL, DENSE, EXCELSUS CHRISTMAS TREE PLAN STANDARD PINUS PINEA ITALIAN STONE PER FULL, DENSE, CEANOTHUS PINE PLAN STANDARD PINUS TORREYANA TORREY PINE PER FULL, DENSE, GAL. - -------- --- 18" PLAN STANDARD ARCHONTOPHOENIX KING PALM PER FULL, DENSE, CUNNINGHAMIANA VAR. "FIRECRACKER" PLAN STANDARD PHOENIX CANARIENSIS ---------- - - - ----- CANARY ISLAND PER FULL, DENSE, ----------- MATILIJA POPPY DATE PALM PLAN STANDARD SYAGRUS - --------- QUEEN PALM PER FULL, DENSE, ROMANZOFFIANUM PLAN STANDARD WASHINGTONIA MEXICAN FAN PER FULL, DENSE, ROBUSTA PALM PLAN STANDARD Wft LIM EXISTING TREE TO REMAIN SHRUB LEGEND BOTANICAL NAME COMMON NAME SIZE --WFN'MUM 12" O.C. PCH BLUE HEN AND CHICKS SPACING PENSTEMON BEARD TONGUE 1 GAL. 24" O.C. HETEROPHYLLUS 18" O.C. PARASOL PINK 36" O.C. 1 ARTEMISIA CALIFORNICA CALIFORNIA 5 GAL. 18" O.C. X MONTANA MONTANA SAGEBRUSH O.C. 'QUEEN ANNE' THE-NILE FOXTAIL AGAVE ANIGOZANTHOS KANGAROO PAW 5 GAL. 24" O.C. 'FIERY SUNSET' 18" O.C. SPLENDENS X HYBRIDS CARPENTERIA BUSH ANEMONE 5 GAL, 30" O.C. CALIFORNICA - - ---------- CEANOTHUS GLORIOSUS POINT REYES 5 GAL. 30" O.C. VAR. GLORIOSUS CEANOTHUS CISTUS SKANBERGII ROCKROSE 5 GAL. - -------- --- 18" O.C. ----- - - ------­----- GALVEZIA SPECIOSA ISLAND BUSH 5 GAL, 24" O.C. VAR. "FIRECRACKER" SNAPDRAGON ROMNEYA COULTER[ ----------- MATILIJA POPPY 5 GAL. 48" O.C. 'RAY HARTMAN' SALVIA GREGII 'ALBA' AUTUMN SAGE 5 GAL. 24" O.C. ----------------- SALVIA LEUCANTHA X MEXICAN BUSH 5 GAL, 36" - ----- O.C. CLEVELANDII SAGE LAVANDULA DENTATA FRENCH 15 GAL. 24" O.C. VAR. CANDICANS LAVENDER LAVATERA TREE MALLOW 15 GAL. 48" O.C. ASSURGENTIFLORA 'PURISIMA' STRELITZIA REGINAE BIRD OF PARADISE 15 GAL. 42" O.C. GROLMCOVERS LEGEND & IRIS DOUGLASIANA X DOUGLAS IRIS 1 GAL. 12" O.C. PCH BLUE HEN AND CHICKS 1 GAL, 18" O.C. AEONIUM ARBOREUM MANDEVILLA SUN MANDEVILLA 1 GAL. 18" O.C. PARASOL PINK 36" O.C. 1 AGAVE VILMORINiANA OCTOPUS AGAVE --- -- ------ 15 GAL. AGAPANTHUS AFRICANUS LILY-OF- 5 GAL. 18" O.C. 'QUEEN ANNE' THE-NILE FOXTAIL AGAVE 24"BOX 36 MANDEVILLA MANDEVILLA 5 GAL. 18" O.C. SPLENDENS X HYBRIDS 0 DUDLEYA "BRITE SPRITE" DUDLEYA 1 GAL, 36" O.C. PINK MUHLY ECHEVERIA IMBRICATA HEN AND CHICKS 1 GAL, 18" O.C. AEONIUM ARBOREUM CRASSULACEAE 15 GAL. 36" O.C. 18" 0. C. AGAVE A17ENUATA FOXTAIL AGAVE 15 GAL. 36" O.C. 1 AGAVE VILMORINiANA OCTOPUS AGAVE --- -- ------ 15 GAL. 7 36" O.C. (D CRASSULA FALCATA SICKLE PLANT 15 GAL. 30" O.C. AGAVE ATTENUATA____ FOXTAIL AGAVE 24"BOX 36 00 0 PARKS & Rf.-1.._('1REA1_1(__)%1N E D VICKI ES RADA No Y,_21%�zv MffA .jjjff[4Mff*j WORK PROJECT NO. CMS 02C LP-1.5] S14EET 75 OF 78 bra ..... . . .... MUHLENBERGIA PINK MUHLY 5 GAL. 24" O.C. CAPILLARIS 'REGAL MIST' .... . . ...... ------- . ...... STIPA TENUISSIMA FEATHER GRASS 5 GAL. 18" 0. C. VICKI ES RADA No Y,_21%�zv MffA .jjjff[4Mff*j WORK PROJECT NO. CMS 02C LP-1.5] S14EET 75 OF 78 bra ..... . . .... Caudal Sella, LLC Environmental Design & Urbanism Landscape Planning 1zT*TM1*]M a - i - omt, 100994am SEE &HEET LFID-1.0 F-OfR FLANTING DETAILS, J LEGEND 4ND NOTE6. E - 5 5Ef=,4fR,4TE 500<LET F-CfR SPECIFICATIONS E - -- -------- ..... . ....... ... .. ........... . RAWN AND CHECKED BY PLANS PREPARED UNDER SUPERVISION OF DATE- R.L.A. NO. __L6_85 VICKI ESTRADA EXP. 4/30/06 APPROVALS _%ECOMMENDED APPROVED BY- BY- LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 DATE: DATE: A M • H w a (D OIL 0\\ (D (S) 0 0 0 11V:4 =0 4 =1C14 I, Is] BOTANICAL NAME COMMON NAME SIZE COMMENTS ALOE BAINESII LILIACEAE PER FULL, DENSE, 24" O.C. PLAN STANDARD CASSIA LEPTOPHYLLA GOLD PER FULL, DENSE, ARTEMISIA CALIFORNICA MEDALLION TREE PLAN STANDARD DRACAENA DRACO DRAGON TREE PER FULL, DENSE, MANDEVILLA MANDEVILLA PLAN STANDARD EUCALYPTUS FICIFOLIA RED FLOWERED PER FULL, DENSE,:, ....... GUM ... —1 ------- ------- PLAN STANDARD JACARANDA MIMOSIFOLIA JACARANDA PER FULL, DENSE, MULTI - - ------- BUSH ANEMONE PLAN STANDARD JUNIPERUS CHINENSIS HOLLYWOOD PER FULL, DENSE, 'TORULOSA' JUNIPER PLAN STANDARD ­­ ­ - 11 ------------- METROSIDEROS ------- NEW ZEALAND PER FULL, DENSE, EXCELSUS CHRISTMAS TREE PLAN STANDARD PINUS PINEA ITALIAN STONE PER FULL, DENSE, CISTUS SKANBERGII PINE PLAN STANDARD PINUS TORREYANA TORREY PINE PER FULL, DENSE, 5 GAL. PLAN STANDARD ARCHONTOPHOENIX KING PALM PER FULL, DENSE, CUNNINGHAMIANA PLAN STANDARD PHOENIX CANARIENSIS CANARY ISLAND PER FULL, DENSE, 'RAY HARTMAN' DATE PALM PLAN STANDARD SYAGRUS QUEEN PALM PER FULL, DENSE, ROMANZOFFIANUM GAL. PLAN STANDARD WASHINGTONIA MEXICAN FAN PER FULL, DENSE, ROBUSTA PALM PLAN STANDARD LAVANDULA DENTATA EXISTING EUCALYPTUS TREE TO REMAIN. PROTECT IN PLACE. EXISTING TREE TO REMAIN BOTANICAL NAME COMMON NAME SIZE MINIMUM SPACING PENSTEMON BEARD TONGUE 1 GAL, 24" O.C. HETEROPHYLLUS 18" O.C. PARASOL PINK OCTOPUS AGAVE 15 GAL. 36" O.C. ARTEMISIA CALIFORNICA CALIFORNIA 5 GAL. 18" O.C. X MONTANA MONTANA SAGEBRUSH MANDEVILLA MANDEVILLA 5 GAL. 18 O.C. ANIGOZANTHOS KANGAROO PAW 5 GAL. 24" O.C. 'FIERY SUNSET' --- — ----------------- CARPENTERIA - - ------- BUSH ANEMONE 5 GAL. 30" O.C. CALIFORNICA CEANOTHUS GLORIOSUS POINT REYES 5 GAL. 30" O.C. VAR. GLORIOSUS CEANOTHUS CISTUS SKANBERGII ROCKROSE 5 GAL, 18" O.C. GALVEZIA SPECIOSA ---- ------ ISLAND BUSH 5 GAL. 24" O.C. VAR. "FIRECRACKER" SNAPDRAGON -- --------- ROMNEYA COULTERI MATILIJA POPPY 5 GAL. 48" O.C. 'RAY HARTMAN' — - ----- - -------------- - SALVIA GREGII 'ALBA' — ---- ------------ - AUTUMN SAGE - ---- 5 GAL. 24" O.C. SALVIA LEUCANTHA X MEXICAN BUSH 5 GAL. 36" O.C. CLEVELANDII SAGE LAVANDULA DENTATA FRENCH 15 GAL. 24" O.C. VAR, CANDICANS LAVENDER LAVATERA TREE MALLOW 15 GAL. 48" O.C. ASS U RGENTI FLORA 'PURISIMA' STRELITZIA REGINAE ..... ........... BIRD OF PARADISE 15 GAL. 42" O.C. 43ROUNDOOVERS LEGEND IRIS DOUGLASIANA X DOUGLAS IRIS 1 GAL. 12" O.C. PCH BLUE CRASSULACEAE 15 GAL. 36" O.C. ___­_____1__1 - ---------- - ­ -------- MANDEVILLA SUN MANDEVILLA 1 GAL. 18" O.C. PARASOL PINK OCTOPUS AGAVE 15 GAL. 36" O.C. AGAPANTHUS AFRICANUS LILY—OF— 5 GAL. 18 O.C. 'QUEEN ANNE' THE—NILE 24"BOX 36" O.C. MANDEVILLA MANDEVILLA 5 GAL. 18 O.C. SPLENDENS X HYBRIDS DUDLEYA "BRITE SPRITE" ECHEVERIA IMBRICATA DUDLEYA HEN AND CHICKS 1 GAL. 1 GAL, 36" O.C. 18" O.C. AEONIUM ARBOREUM --- --- ---- CRASSULACEAE 15 GAL. 36" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 15 GAL. 36" O.C. AGAVE VILMORINIANA OCTOPUS AGAVE 15 GAL. 36" O.C. CRASSULA FALCATA SICKLE PLANT 15 GAL. 30" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 24"BOX 36" O.C. / I \ GRASSES LEGEND 0 0 MUHLENBERGIA PINK MUHLY 5 GAL. 24" O.C. CAPILLARIS 'REGAL MIST' STIPA TENUISSIMA FEATHER GRASS 5 GAL. 18" O.C. PARKS & RECREATION I SCALE: PUBLIC IMPROWMENT PLANS FOR: COAST HVW 101 PHASE If DOWNTOWN ENCINITAS BEAUTIFICATION LANDSCAPE PLANTING PLAN rV11'C_Kl ESTRADA No. 1685 WORK PROJECT NO. QT1 S = Uy-_W , U/j wim or "IDA T Caudal Sella, LLC Environmental Design & Urbanism Landscape Planning 16171uniperhI0 Drive Enanitas, CA 92024 760.494,3784P 760.494.7034 F REVISIONS APPROVED 1 DATE ■ go %000 SEE SHEET LPD-1Z FOR PLANTING �)ETAIL,5, LEGsEND AND NOTES, SEE SEPARATE eOOKLET FOR SPEC IF ICAT IONS APPROVALS RECOMMENDED APPROVED BY- BY. LEROY BODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869 DATE: DATE: N 0 O (D 0 T 0 0 0 0 0 G 00 0 BOTANICAL NAME COMMON NAME SIZE COMMENTS ALOE BAINESII LILIACEAE PER FULL, DENSE, SPACING - --- MANDEVILLA PLAN STANDARD CASSIA LEPTOPHYLLA GOLD PER FULL, DENSE, HETEROPHYLLUS MEDALLION TREE PLAN STANDARD DRACAENA DRACO DRAGON TREE PER FULL, DENSE, 5 GAL. PLAN STANDARD EUCALYPTUS FICIFOLIA RED FLOWERED PER FULL, DENSE' GUM PLAN STANDARD JACARANDA MIMOSIFOLIA JACARANDA PER FULL, DENSE,, MULTI PLAN STANDARD JUNIPERUS CHINENSIS HOLLYWOOD PER 7 FULL, DENSE, 'TORULOSA' JUNIPER PLAN STANDARD METROSIDEROS NEW ZEALAND PER FULL, DENSE, EXCELSUS CHRISTMAS TREE PLAN STANDARD PILAUS PINEA ITALIAN STONE PER FULL, DENSE, VAR. GLORIOSUS PINE PLAN STANDARD PILAUS TORREYANA TORREY PINE PER FULL, DENSE, 5 -------- -- GAL. PLAN STANDARD ARCHONTOPHOENIX KING PALM PER FULL, DENSE, CUNNINGHAMIANA O.C. PLAN STANDARD PHOENIX CANARIENSIS CANARY ISLAND PER FULL, DENSE,, ROMNEYA COULTERI DATE PALM PLAN STANDARD SYAGRUS QUEEN PALM PER FULL, DENSE, ROMANZOFFIANUM --------- PLAN STANDARD --- WASHINGTONIA MEXICAN FAN PER FULL, DENSE, ROBUSTA PALM PLAN STANDARD EXISTING EUCALYPTUS TREE TO REMAIN. PROTECT IN PLACE. .. . ........ - . ...... EXISTING TREE TO REMAIN BOTANICAL NAME COMMON NAME SIZE MINIMUM PCH BLUE CRASSULACEAE 15 GAL, 36" O.C. SPACING - --- MANDEVILLA PENSTEMON BEARD TONGUE 1 GAL. 24" O.C. HETEROPHYLLUS LILY-OF- 5 GAL. 18" O.C. ANNE' MANDEVILLA SPLENDENS X HYBRIDS THE-NILE MANDEVILLA . . ........ ..... ....... ... ... ....... .. . ... .. . ............... . ... .. .......... ........... .... . ARTEMISIA CALIFORNICA CALIFORNIA 5 GAL. 18" O.C. X MONTANA MONTANA SAGEBRUSH ANIGOZANTHOS KANGAROO PAW 5 GAL. 24" O.C. 'FIERY SUNSET' CARPENTERIA BUSH ANEMONE 5 GAL. 30" O.C. CALIFORNICA — --------- 11-1 - ------ CEANOTHUS GLORIOSUS POINT REYES 5 GAL. 30" ---- ---- O.C. VAR. GLORIOSUS CEANOTHUS CISTUS SKANBERGII ROCKROSE 5 -------- -- GAL. - - - ------ 18" O.C. GALVEZIA SPECIOSA ISLAND BUSH 5 GAL. 24" O.C. VAR. "FIRECRACKER" SNAPDRAGON ROMNEYA COULTERI MATILIJA POPPY 5 GAL. 48" O.C. 'RAY HARTMAN' SALVIA GREGII 'AL.BA' AUTUMN SAGE ---------- - - ------ — ---- ------- --- 5 GAL. 24" O.C. SALVIA LEUCANTHA X MEXICAN BUSH 5 GAL, 36" O.C. CLEVELANDII SAGE LAVANDULA DENTATA FRENCH 15 GAL. 24" O.C. VAR. CANDICANS LAVENDER LAVATERA TREE MALLOW 15 GAL. 48" O.C. ASSURGENTIFLORA 'PURISIMA' STRELITZIA REGINAE - BIRD OF PARADISE ---------- 15 GAL. 42" O.C. KCIS-1#1111111 ,,, 1111" 1 IRIS DOUGLASIANA X DOUGLAS IRIS 1 GAL. 12" O.C. PCH BLUE CRASSULACEAE 15 GAL, 36" O.C. - ------- ------- MANDEVILLA SUN - --- MANDEVILLA ---------- 1 GAL, 18" O.C. PARASOL PINK OCTOPUS AGAVE 15 GAL. 36" O.C. AGAPANTHUS AFRICANUS 'QUEEN LILY-OF- 5 GAL. 18" O.C. ANNE' MANDEVILLA SPLENDENS X HYBRIDS THE-NILE MANDEVILLA . . ........ ..... ....... ... ... ....... .. . ... .. . ............... . ... .. .......... ........... .... . 5 GAL. .... ......... . ......... 18" O.C. .. ................ ... ...... ..... . ... ... .. - -------- DUDLEYA "BRITE SPRITE" ------ ECHEVERIA IMBRICATA DUDLEYA ----- ­ - - HEN AND CHICKS 1 GAL. 1 GAL, 36" O.C. 18" O.C. AEONIUM ARBOREUM CRASSULACEAE 15 GAL, 36" O.C. AGAVE ATTENUATA FOXTAIL AGAVE 15 GAL, 36" Q.C. AGAVE VILMORINIANA OCTOPUS AGAVE 15 GAL. 36" O.C. CRASSULA FALCATA SICKLE PLANT 15 GAL. 30'' O.C. LA9�AVE. ATTENUATA FOXTAIL AGAVE j 24"BOX 1 36" O.C. Ircl zf�v z i 11 1 I PARKS & RECREATION I APPLY IN AREAS INDICATED ON PLANS �WDS VICKI ESTRADA N, No. E ,Af1j 0 1685 .42P Zt 12), 1 6__W�11111111, __ __ - - "", MUHLENBERGIA PINK MUHLY 5 GAL, 24" O.C. CAPILLARIS 'REGAL MIST' STIPA TENUISSIMA FEATHER GRASS 5 GAL. 18" O.C. I PARKS & RECREATION I APPLY IN AREAS INDICATED ON PLANS �WDS VICKI ESTRADA N, No. E ,Af1j 0 1685 .42P Zt 12), 1 6__W�11111111, __ __ - - "", 1 2 3 d�� 111 iii 111— 7 1 ill 111 !11 II I I= 1i1 =_1Tf I I WIT_[ =11 1T% p I.II_I l_I.I I1MMI 1- '1,x=6 t� WI I Iw -I LEGEND f I 1 I I� i -1 11 -1 11--I I 11 I -1 I Iii i I —! 1 �- 1� I�If CONCRETE PAVING WHERE OCCURS. INSTALL WATER /ROOT CONTROL BARRIER WHEREVER PAVING OR STRUCTURES OCCUR PLANTING AREA. WITHIN .6' OF TREES. INSTALL "DEEP ROOT" �1 r p r M WATER CONTROL BARRIER (WB-24) OR CITY CONCRETE CURB WHERE OCCURS. APPROVED EQUAL, AVAILABLE FROM DEEP ROOT COMPACTED OR NATIVE: SOIL. CORP. (800) 458- -7668. a EACH TREE SHALL RECEIVE A MIN. LENGTH OF r. ., �, ,� 10' OF BARRIER. BARRIER SHALL BE INSTALLED CENTERED ON TREE TRUNK @ 90-- DEGREE ANGLE. TREE WELLS & NARROW PLANTING AREAS LESS THAN 10' SHALL RECEIVE BARRIERS ON ALL EDGES. INSTALL PER MANUFACTURER'S PLANS PREPARED D w E 7 RECOMMENDATIONS. PUBLIC IMPROVEMENT PLANS O. COAST PHASE INSTALL TOP EDGE OF BARRIER LEVEL W/ FINISH GRADE. NO PENETRATIONS IN THE BARRIER A SHALL BE MADE. ALL IRRIGATION LINES SHALL DATE: BE LOC ATED BELOW THE BARRIER. �i ��R�O �OT lq.s e %-.% J NOT TO SCALE 9 '�F R�E IN TE A 4 NOT TO "SCALE Caudal Sena, LLC Environmental Design & Urbanism Landscape Planning 1617 Juniperhili Drive Encinitas, CA 92024 760.4943784 P 760.494.70344 F REVISIONS I I APPROVED I DATE ift M, WASHINGTONIA ROBUSTA -- LOCATE PER PLANS TREE GRATE 3" PEA GRAVEL DRAIN MLE!-/ CLEAN OUT PAVING PER LANDSCAPE ARCHITECT JOUS TYR O/C S PREPARED PLANTING PST PER SPECIFICATIONS TEDIUM TABLETS - 'ICATIONS D. DRAINPIPE IC ED CONDITION +0 N LY) • rt► r� � � � � � it RD M t7 0 .Q 0 0 C14 0 TITi t i t 1 1 ill —f . i- l l i I f - -I } 1 1 I 1 —I d k— '�,� / r i I l l TII 1 =11 III... 1[ III =1 I —I # i = =19 Y \"r} -lG -ell II TIC: III III_ !1�[ Ii= 4 �lil�lll dll== I- -III- mmIII�IG I11�1 i=111 mil I =1 I =1 I 9Ti 11 = -l! 6 =�1 I� 1--I 11- (mlII =1II-- I1 —II1 I I —II 6 x ROOTBALL LEGEND DIA. (J TREE PER PLAN. COMPACTED BACKFILL MIX (PER PLANTING EARTH WATERING BASIN (RAKE SPECS, /NOTES). SMOOTH PRIOR TO SEEDING IN UNDISTURBED NATIVE SOIL. HYDROSEED AREAS; @ END OF PLANT ESTABLISHMENT PERIOD TRIM TOP OF STAKES BELOW LOWEST FOR ALL REMAINING BASINS), BRANCHES TO PREVENT DAMAGE. FINISH GRADE. CROSS TIE BETWEEN STAKE & TREE PER ` PLANTING SPECS. /NOTES. ROOTBALL (SET CROWN '+' 1" ABOVE FINISH GRADE). 2" DIA. X 10' LONG LODGE POLE STAKES (INSTALL WIDER THAN ROOTBALL). TREE PLANTING ANT NG NOT TO SCALE SECTION FOR PLAN ELECTRICAL CONDUIT TREE GRATE IRRIGATION _ 3" PEA CRAVE[_ DRAIN INLET/ CLEAN C PAVING PER ` °.: + °;; ____ ___.___._._,. __ __.___. ___ =• -; ` `".. _ LANDSCAPE ARCHITECT DRAIN PIPE — k �JOTBALL Cn PLANTING MEDIUM in FERTILIZER TABLETS - SEE SPECIFICATIONS PERFORATED DRAINPIPE FILTERFABRIC 2 X Rpmii WIDTH — UNDISTURBED CONDITION 1L. ) NOT TO SCALE LJ 11 n. LEGEND SHRUB OR VINE PER PLAN. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO SEEDING IN HYDROSEED AREAS: AT END OF PLANT ESTABLISHMENT PERIOD FOR ALL REMAINING BASINS). FINISH GRADE. ROOTBALL (SET CROWN + 1 " ABOVE FINISH GRADE). COMPACTED BACKFILL MIX (PER PLANTING SPECS. /NOTES). UNDISTURBED NATIVE SOIL. A Alk 1 NOT TO SCALE SECTION LEGEND EXISTING SLOPE. 2 INSTALL JUTE NETTING 0 CUT & FILL PORTIONS OF SLOPE TO CONTROL EROSION. SHRUB, GROUNDCOVER OR VINE PER PLAN. SET CROWN OF SHRUB 1" ABOVE EXISTING SLOPE GRADE, CUT INTO SLOPE & FILL AS REQUIRED TO CREATE LEVEL BASIN. INSTALL EARTH WATERING BASIN. USE EXISTING SOIL TO CREATE LEVEL PLANTING PIT & WATERING BASIN. ROOTBALL. COMPACTED BACKFILL MIX (PER PLANTING SPECS /NOTES), UNDISTURBED NATIVE SOIL. SHRUB P'LANTING ON SLOPE 1. ALL LANDSCAPING SHALL BE DONE IN ACCORDANCE WITH THE GENERAL, SPECIAL; AND TECHNICAL PROVISIONS, AND THE APPLICABLE PARTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AS WELL AS THE FOLLOWING NOTES: 2. CONTRACTOR SHALL STAKE LOCAITON OF ALL TREES FOR APPROVAL BY DESIGNATED CITY INSPECTOR PRIOR TO FINAL INSTALLATION. ALL SHRUBS (IN CONTAINERS) SHALL BE LAID OUT FOR APPROVAL PRIOR TO INSTALLATION. 3. THE CONTRACTOR SHALL COORDINATE THE WORK- WITH THE OTHER TRADES' AND MANTAIN POSITIVE DRAINAGE DURING CONSTRUCTION. 4. DO NOT DAMAGE ROOTBALL AND /OR FOLIAGE OF PLANTS DURING TRANSPORTATION OR PLANT INSTALLATION, 5, ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE RESIDENT ENGINEER AND REPLACED UPON REQUEST BEFORE OR AFTER PLANTING. 6. THE RESIDENT ENGINEER SHALL APPROVE FINAL PLACEMENT AND ORIENTATION OF ALL, TREES AND SHRUBS PRIOR TO PLANTING. 7, INSTALL 3" LAYER OF PEA GRAVEL THROUGHOUT ENTIRE AREA OF PALM PLANTING WELLS UNDER TREE GRATE, TYPICAL. 8. LOCATE TREES IN CENTER OF TREE GRATE, TYPICAL. 9, THE TOP OF THE ROOTBALL SHALL BE 6" BELOW BOTTOM OF GRATE. 10. TREES SHALL BE GUARANTEED 'TO REMAIN HEALTHY FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AT THE END OF THE PLANT ESTABLISHMENT (MAINTENANCE) PERIOD. THIS GUARANTEE SHALL NOT APPLY TO DAMAGE OR DEATH RESULTING FROM NEGLIGENCE OR NEGLECT BY PARTIES OTHER THAN THE CONTRACTOR AS DETERMINED BY THE RESIDENT ENGINEER. 11. ALL PLANT MATERIALS FOUND TO BE DEAD AND NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN 14 GAYS OF WRITTEN NOTIFICATION BY THE RESIDENT ENGINEER. 12. PLANTS USED FOR REPLACEMENT SHALL BE THE SAME SIZE, SPECIES, AND VARIETY AS SPECIFIED IN THE PLANT LIST, THEY SHALL BE FURNISHED, PLANTED, AND FERTILIZED AS ORIGINALLY SPECIFIED, WITHOUT COST TO THE OWNER, 13. PERFORM PLANT ESTABLISHMENT PERIOD PER SPECIFICATIONS. A CONTRACTOR SHALL ACCOtTMANY TAE ier` w. T w r APOSE OF TAKING SOIL SAMPLES AND REV�IEWING EXISTING SITE CONDITIONS. APPROPRIATE A OF SAMPLES SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT AND AGRONOMIST. SAMPLES Ow BID a PURPOSES SAMPLES A AND ANALYZED FOR AGRICULTURAL SUITABILITY A ■ FERTILITY r AN ACCREDITED SOIL TESTING LABORATORY. ANALYSIS SHALL INCLUDE REVIEW AND COORDINATION WITH SPECIFICATIONS AND RECOMMENDATIONS FOR SO PREPARATION AND BACKFILL MIX AND SHALL BE PAID • BY O Mr AT NO COST THE OWNER. SUBMIT SOILS ANALYSES LANDSCAPE ARCHITECT FOR APPROVAL r RI 7 R TO SOIL PREPARATION. REQUIREMENT AP ALL SOILS AND D. PROJECT. REFER SPECIFICATIONS w FURTHER 15, EXCESS SOIL FROM A D PGRADING REMOVED AND D OF O.FF—SITE BY CONTRACTOR. PROVIDE MATCHING AND err w EACH SPECIES OF TREE INSTALLED r OR ON SPACING SPACED EQUALLY IN ROWS AS SHOWN AS NECESSARY, REVIEW LANDSCAPE A w INSTALL ROOT BARRIERS ALL TREES PLANTING A r A HARDSCAPE EDGE, EXCLUDING PALM R PLANTINGS. A MEDIANS, CONTINOUS BARRIER AT BACK MAINTENANCE STRIP A. CRUSHED GRAVEL AT THESE EDGES. M * r. CONTINUOUS S WATERING BASIN AROUND A L TREES I INSTALLED LAWN OR PAVED AREAS. A LAYER WOOD CHIPS. • INSTALL ALL CONTAINER PLANTS AWAY rM OF PLANTER A DIMENSION EQUAL DIAMETER TO THE BEING INSTALLED. CONTRACTOR PROTECT IN PLACE ALL PLANTING A A N DESIGNATED CONTRACTOR TO REPLACE DAMAGED PLANT A A LS DESIGNATED TO REMAIN D Or OUTSIDE WORK WITH PLANT A A IDENTICAL TYPE AN CHARACTER, AT NO ADDITIONAL COST TO THE OWNER. SECTION NOT TO SCALE SECTION WDSC V;, VICKI ESTRADA C No. 9685 0", PARKS & RE—CREAT ION xP. 3 6 0 F 'C. D si " OF' CAk :p �1 r p r M PLAN 4 M► APPROVALS ♦ I I DRAWING +i r a r. ., �, ,� Estrada Land Planning PLANS PREPARED D w E 7 RECOMMENDED A M M M ! PUBLIC IMPROVEMENT PLANS O. COAST PHASE A Urban 1 w Computer „._ DATE: e • • • *. LEROY SODAS, RCE NO. 22312 ALAN ARCHIBALD, RCE NO. 21869! ,. San Diego, California 92101-6161 1! 619.2a6.0578 Fax VICKI ESTRADA EXP. 4/30/06 DATE: DATE: J WORK PROJECT NO. CMS 02C LLPDAO