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1998-5610 I (Plans) i g CITY OF NCINITAS ;M COMMUNITY SERVICES DEPARTM ENT LANDSCAPE ARCHITECTURE PLANNING ■ 637 Arden Drive, Encinitas, CA, 92024 A IL (760) 944 -8463 ■ 7 C _j a a a 0 a a a ■ ■ ■ ■ ■ ■ ■ i ■ ■ ■ ■ ■ i ■ ■ ■ ■ ■ ■ ■ ■ SHEET INDEX: PROJECT LOCATION: ■ ■ ■ i ■ ■ ■ ■ ■ ■ ■ ■■ T -1 TITLE SHEET D -1 EXISTING CONDITIONS, DEMOLITION PLAN rAS LVD. ■ ■ ■ ■ ■ ■ ■ i S -1 STREET IMPROVEMENTS G -1 GRADING PLAN NOTES ' ' ' ■ ' ' ■ G -2 GRADING PLAN ■ ■ ■ ■ ■ ■ ■ G -3 EROSION CONTROL PLAN C -1 CONSTRUCTION PLAN I-5 ■ ■ ■ ■ ' ■ ' C -2 CONSTRUCTION DETAILS ■ C -3 CONSTRUCTION DETAILS is ■ ■ ■ ■ ■ ■ C -4 CONSTRUCTION DETAILS ` is R NORTH I -1 IRRIGATION PLAN Z SANTA FE DRIVE I -2 IRRIGATION DETAILS ■ ■ ■ ■ ■ ■ L -1 PLANTING PLAN PROJECT SIT ■ ■ i ■ ■ a L -2 PLANTING DETAILS ■ i ■ ■ ■ ■ III I PROJECT 'TEAM: APPROVALS* • . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ LANDSCAPE ARCHITECT: PELA C DATE 637 ARDEN DRIVE t� ■ ■ ■ � ■ ■ ■ ? -Z8 -4g ENCINITAS, CA. 92024 DATE ■ ■ ■ ■ ■ a ■ CONTACT: MIKE ELLIOTT (760) 944 -8463 i CIVIL ENGINEER: DATE SAN DIEGUITO ENGINEERING, INC. —' -- 4407 MANCHESTER AVENUE, SUTIE 105 DATE ■ ' ' ' ' ' ' ENCINITAS, CA. 920 1 198 ■ ■ ■ ■ ■ ■ ■ CONTACT: IVAN FOX (760) 753 -5525 DATE TITLE ■ ■ ■ ■ ■ ■ ■ GEOTECHNICAL EN EER SHEET W GEOPACIFICA GEOTECHNICAL CONSULTANTS 3060 INDUSTRY STREET, SUITE 105 ["'� ■ ■ ■ ■ ■ ■ DRAWN MGE OCEANSIDE, CA 9204 CONTACT: JAMES KNOWLTON (760) 721 -5488 c:,Ht- :CKlo MGE A ■ i ■ ■ ■ IT JULY 1998 ■ i ■ ■ ■ ■ ■ . ■ ■ it ! ■ ■ i ■ ■ ■ ■ M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5610=1 ■ DEMOLITION NOTES: LEGEND: 1 CONTRACTOR SHALL REMOVE do SALVAGE EXISTING CITY ® CONTRACTOR SHALL SAWCUT EXISTING ASPHALT PAVING O ® CONTRACTOR SHALL REMOVE do DISPOSE OF EXISTING O LOCATION SHOWN FOR REMOVAL PER NOTE 16. ASPHALT do ASPHALT CURB AS REQUIRED TO ALLOW CITTY Y REPRESENTATIVE. SENTATIVE. DELIVER TO CITY YARD, LOCATION EXISTING CONCRETE CURB, GUTTER k SIDEWALK SHALL I (WHERE OCCURS) POSTS do TURN OVER TO INSTALLATION OF NEW ASPHALT O GRADES REQUIRED BY CONTRACTOR SHALL REMOVE do DISPOSE OF EXISTING ■ CE Q9 TO BE DETERMINED (WITHIN 2 MILES OF SITE). REMAIN. PROTECT IN PLACE. GRADING PUN. ASPHALT & ASPHALT CURB 1© EXISTING CONCRETE PAVING SHALL REMAIN. PROTECT IN O CONTRACTOR SHALL REMOVE do DISPOSE OF EXISTING EXISTING CHAIN LINK FENCE do GATES SHALL REMAIN. PLACE. TIMBER RETAINING WALL do PIERS. PROTECT IN PLACE. ■ ® CJ3 CONTRACTOR SHALL REMOVE do DISPOSE OF EXISTING 11 EXISTING TUBULAR STEEL GATE, FENCE k RETAINING WALLS CONTRACTOR SHALL REMOVE do DISPOSE OF METAL PIPE. TIMBER STEPS. SHALL REMAIN. PROTECT IN PLACE. ® EXISTING WATER LINE do VALVES TO REMAIN. PROTECT IN PLACE. LANDSCAPE ARCHITECTURE ® CONTRACTOR SHALL REMOVE do DISPOSE Of EXISTING EXISTING POWER POLE & GUY WIRE (WHERE OCCURS) PLANlIM i TIMBERS, PIERS, do RAILINGS. SHALL REMAIN. PROTECT IN PUCE. ® EXISTING SEWER LINE & MANHOLES TO REMAIN. PROTECT IN PLACE. 637 AWn Dtive, Emck*w, CA, 91024 O CONTRAC ic HALL REMOVE TO CITY SALV EEXISTING ST RASH D SEE STREET IMPROVEMENT PLANS FOR DEMOLITION WORK ( 701 )x -1 DELIVER TO CITY YA LOCATION TO 8E DET ASSOCIATED W/ INSTALLATION OF NEW CU", GUTTER & EXISTING CHAIN LINK GATE TO REMAIN. PROTECT IN ■ ■ ■ ■ ■ t ASPHALT O STREET. PLACE. i (WITHIN 2 MILES OF SITE). © CON HALL REMOVE do DISPOSE OF EXISTING • CONTRACTOR SHALL REMOVE h DISPOSE OF CONCRETE O ® SHRUBS /TREES • C • • • • BASE OF EXISTING RETAINING WALL. o f • (2 ) CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING © EXISTI ASPHALT PAVING SHALL REMAIN, PROTECT IN PLACE E ncin q 1ta m s TUBULAR STEEL FENCE. ■ C�ommu it ■ Z, • Services • Ike ■ artment ■ EXISTING WATER LINE IS !, SHALLOW IN THIS AREA i� (APPROXIMATELY 2'-3" TO TOP iI: ■ i ■ ■ • 1 OF PIPE). EXTREME CARE i CJ� • • • • • ■ i SHALL BE TAKEN IF OVER- EXCAVATION IS REQUIRED, ■ ■ ■ ■ i 1 CONTACT SAN DIEGUITO WATER 1 DISTRICT ® (760) 633 -270 • 4Q AT LEAST 48 HOURS PRIOR TO • • ■ • 1 i i STARTING WORK IN THIS AREA I i I 1 ■ ■ ■ ■ • ■ 14 ■ ■ ■ 1 1 WATER " A� . ' " r� ■ ' u _ S EXIS+ G ■ sT REE 4 t o - 2 ! _ _ - - - - 3 i ■ Omni ■ ■ i 1 ' APPROVED j I 1 ■ � �� II 1 REVISION ' NO DATE BY RtMARKS i EXISTING I CONDITIONS __. 0 0 `,■ ■ - DEMOLITION Z , . '� � A ■ PLAN■ o NORTH D RAWN MGE v D i c; Ht=:c`Ke;U MGE 1 FjATl. JULY 1998 ■ ■ ■ d e ii 1 OF 1 l.dw;; ; .ii c,oir.. , / .. a ■ ■ i ■ .� Scale. 1 = 10'- 0 ■ 301 - - - - - GENERAL IMPROVEMENT NOTES WORK TO BE DONE -- .--- - - - - -- - - - -- -- - - - - - - - -- ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS P R O E 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. SPECIAL PROVI IONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ___ CONSTUCTION ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), � __ - -- - -- 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). SCALES: HORZ 1 = 2O - OF ENCINITAS PUBLIC ROAD STANDARDS. R -VALUE TESTS VERT. 1 = 4 SHALL BE REQUIRED PRIOR TO CONSTRUCTION. LEGEND 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE __- _____ PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY �� SYMBOL QUANTITY J�iK SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS- GUTTER AND PAVING. _ - - - 5. - THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND PROPERTY LINE ... .... - - -- FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH CENTERLINE - ___ OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON EXISTING CONTOURS ..... _ _. __ _ __.___.. - ------ .._..... THESE PUNS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY CONSTRUCT 77:45' N W CWRB; GUTTER AND _ _. PROPOSED GRADE NON -C NTI SIDEWALK SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. EXISTING GRADE 54 F 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK ____....__.. _. .- ____..._.._.__,_.__.._ ._..._._ _ ____._. -.__.. ._ __ _.. - ..._.__, w __.......--- _-- --- _._ -_- _ .__ __.___ _.__.w .._... _ _ 0 TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR a 0 TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE B" CURB AND CUTTER G -2 77.5 LF a! EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY PRIOR TO CONSTRUCTION TO PERMIT CL a- Z N REVISIONS TO PLANS, IF NECESSARY, BECAUSE OF ACTUAL 387 SF LOCATION OF EXISTING FACILITIES. rn �i NON- CONTIGUOUS SIDEWALK G -7 _ Z t9 ° �n 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC -- - w N o w co O COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES, m - ° ° CA j + v AND SHALL COORDINATE THEIR WORK WITH COMPANY AC PAVING (REMOVE AND REPLACE) 155 SF W o ° 0D ° `~' REPRESENTATIVES. c 7 I ~ o+ 1ST•) �03 , NOTICE (UNDERGROUND NOTE): FOR LOCATION OF ELECTRICAL FACILITIES, PEDESTRIAN RAMP G -31 2 EA GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO o _ 1 _ 1 GAS AND ELECTRIC COMPANY. .. ,.• ,r :: co _..._....__... _ ..... ........_ _ _....___....._.... _.._....._._ ., ...._, . .._ _..... 0 TELEPHONE. 1- 800 - 422 -4133 g TOP OF 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY EXIST .CURB - PRIOR TO STARTING WORK NEAR COMPANY FACILITIES, AND SHALL i COORDINATE THEIR WORK WITH COMPANY REPRESENTATIVES. - TOP- -OF - - - - - - NOTICE (UNDERGROUND NOTE): FOR LOCATION OF FACILITIES AND DECLARATION O F RESPONSIBLE C H A R G E APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. EXIST CURB -._ _ ___ ___ ___ _ _ _. _. _.. ....._ TELEPHONE: 1- 800 - 422 -4133 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS _.. .__ ._ PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE .... ...... ......._ ... _. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF TH ....... - _._.__ ........... ___ _ CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, CONSISTENT WITH CURRENT STANDARDS. ...... ___ IF NEEDED. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A 80 "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OR WORK, 9 +00 10 +00 11 +00 AND APPURTENANCES CONTACT DIMENSION CABLE. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TELEPHONE: 1- 800 - 422 -4133 q BY: - - -��- � !?� - - -- DATE:- ATE:_ 7_ / _ - ,18 -- 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE IVAN R. F LI 40' 40' ' 40 40 A ' ' SHOWN ON THE " AS -BUILT IMPROVEMENT DRAWINGS. ALL RCE:J EXP: 3-31 -� SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- WAY, OR 15' 25' 10' 5' J STREET ENCINIITAS EASEMENTS DEDICATED TO THE CITY OF ENGINEER OF WORK NOTE APPROX EXISTING I . PRIOR TO USING THESE PLANS FOR ANY CONTRACTUAL OR WORK I I LO�gT 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE AC I ! Y 1 ` EXIST. WATER L {' " RELOCATED OUTSIDE THE AREAS TO BE PAVED. PURPOSE, THE ENGINEER OF WORK MUST BE CONTACTED IN WRITING FOR B - /] \ ". THEIR CURRENT WORK AND SAFETY REQUIREMENTS AND GENERAL WORK 13. ALL LUMINARIES SHALL PROVIDE TRUE 90 DEGREE CUTOFF, AND NOTES WHICH MAY: BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON; - -- - -- ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. AFFECT THE WORK; AFFECT THE COST OF THE WORK. xy� o CONCRETE SIDEWALK 14. THE CONTRACTOR SHALL REQUEST FROM THE CITY E NGINEER ' o ' S • - -. � }�- - PER (RSD G -7) % �''JAC - - OFFICE APRE - CONSTRUCTION MEETING, AND SHALL ND ' � GUTTER (RSD G 2) 3RD S-T`REET PROVIDE AT LEAST 48 HOURS NOTICE FOR SAID MEETING. 6" TYPE G z A EXIST. CURB %` - o: 15. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER 0 W N E R' S S TAT E M E N T A.B. UNDER CURB AND GUTTER EXIST SIDEWALK 9 +00 i _ 9+ zi +00 _. Y 10 + 50 LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND . — "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO uj A OVERLAY EXISTING PAVEMENT E IST EP ; THESE PLANS. SAWCUT AND REPLACE EXIST AC B AT 2' FROM PROPOSED GUTTER AS NECESSARY TO PROVIDE ;, ;�n W w 16. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A EMOVE FOR SMOOTH TANSITION SMOOTH TANSITION % d .(n W N 9 oi MANNER AND LOCATION APPROVED BY THE INSPECTOR, IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A ` / \ � x ~ © Epp N f / ADDITIO S ( THESE G PLANS WH CH THE TY ENGIIN EREDETERMINES TYPICAL SECTION 3RD STREET 0 I.. /' � 2 j �� ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLET OF — NOT -TO -SCALE ____._.__ .. .. ......................_..____ ____ _ -.- -- -- - -...- IMPROVEMENTS. • :: �.., • � .. .. ; E I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENT SHOWN ON __ - � Y =- -` ,�� `• .� _ POLE p THESE PLANS WITHIN THE EXISTING CITY RIGHT -OF -WAY WITHIN 60 Z_ r o DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE CONSTRUCTION N O T E S : ` t SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL SITE COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK W THE -� `� - / ' 1 _ 1 ' •.....r.. ASSOCIATED WITH PROJECT OR UNDER MY CONTROL. W Ql CONTRACTOR TO SAW CUT AND REMOVE EXISTING CURB Z GUTTER AND SIDEWALK FROM STA 9 +61,37 TO STA 10 +38.82 CONTRACTOR TO SAW CUT AND REMOVE EXISTING AC PAVEMENT I/ AT 2' FROM EDGE OF PROPOSED GUTTER AND REPLACE. F R C E CR H PATT PLAN `�� OWNER: --- - - - - -- - Q2 _. J ` �-- i - - - -- � -� - - i • Z ..- ��_ ` Q3 CONSTRUCT CURB GUTTER AND SIDEWALK AS SHOWN \` - SANTA FE DR. CITY OF ENCINITAS W FROM STA 9 +61.37 TO STA 10 +38.82. NEW WORK TO MATCH �JA j�J, �.;) � Da - -�. ul+l P all, Y1142 K ADDRESS: 505 S. VULCAN AVE. (�J EXISTING IMPROVEMENTS. EXIST: Ff/R - TIE / o ENCINITAS, CALIFORNIA 92024 O 1 ° Y � _ ® CONTRACTOR TO OVERLAY PAVEMENT JOINT AS NECESSARY �i� 1a - � l � 'j� F- Lo TO PROVIDE A SMOOTH TRANSITION. �-- `� % r, TELEPHONE: (760) 633 -2600 Q5 INSTALL TWO PEDSTRIAN RAMPS AS INDICATED ON PLAN VIEW. I � ti © STREET STATIONING ASSUMED AS 10 +00 3RD STREET AT C/L -- `�— - / - ASSESSOR'S PARCEL NUMBER: N/A C� M INTERSECTION OF J STREET. _ ��r LaJ Ln EU1q AN WA cn SAN DIEGUITO ENGINEERING, INC. PLANS REVIEWED AND APPROVED BY: _ SCALE. t" 20' E N C I N I T A y'�N R F �, "AS BUILT" Z w m 4407 MANCHESTER, SUITE 105 ENCINITAS CA 92024 VICINITY MAP N0. 361M ' \ BY: N u PHONE', (760) 753 -5525 APPROVED BY V �_ DIP. 3 -31 -97 N 20 0 20 40 60 NOT -TO -SCALE e A CIVIL ENGINEERING •PLANNING GRAPHIC SCALE 'lF oFI �A`��0�� RC EXP: W TE LAND SURVEYING DATE: — 71un REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. �Z IRF 711 DESCRIPTION: STANDARD BRASS CAP ON STEEL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: Z TAMPED BM L -1906 DATE: 7 t v LOCATION: THIRD AND E ST ON SCHOOL SITE HORIZONTA 1 L =20 A R.C.E. NO. : 38144 BY: I ke G BY: 3RD STREET AT J STREET 5610-1 N3 CL w CL RECORD FROM ERTICAL 1 =4. DATE IVAN R. FOX EXP. 1 ' J� O� DATE: ✓2 SHEET 51 OF I ELEV: 91.79 DATUM: USC & GS 0 4462 -11A SCALE: 1' -20, DATE: 7 -2 -9e SDE 4462 L 3/1,14 GRADING NOTES: OPINION OF EARTHWORK. A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE CUBIC YARDS OF CUT: 240 C.Y. (RAW) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE CUBIC YARDS OF FILL: 170 C.Y. (RAW) STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, OVER EXCAVATION, HAVE BEEN INSTALLED. RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT OT 2. THE SOILS REPORT TITLED 'GEOTECHNICAL EVALUATION "J" STREET PARK AND OVERLOOK' ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE PREPARED BY GEOPACIFICA GEOTECHNICAL CONSULTANTS DATED JULY 6, 1997 SHALL BE 3. PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND FOR REFERENCE AND FEE PURPOSES ONLY. CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, REPORT. UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE METHODS, TECHNIQUES AND PROCEDURES WITH REGARD TO GRADING, CONSEQUENTLY, REMOVED TO SUITABLE FIRM NATURAL GROUND, THE EXPOSED SOILS SHALL BE THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES, 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND THE CONTRACTOR SHALL PREPARE HIS OWN ESTIMATES OF EARTHWORK FOR THE SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PURPOSES OF BIDDING, CONTRACT AND CONSTRUCTION, WITH IMPROVEMENT PLANS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE GRADING. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING OR DINANCE. ENVIRONMENTAL DATA: 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A 5, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 -1/2 : 1 LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE INCLUDING SHORING, AND SHALL BE RESPONSIBLE '"OR CONFORMING TO ALL LOCAL, SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF MAXIMUM VERTICAL DEPTH OF CUT = 3' STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ANY SUCH MATERIAL. MAXIMUM VERICAL DEPTH OF FILL = 3' 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M, D. EROSION CONTROL AVERAGE DEPTH OF CUT = 240 C.Y. X 27/8720 S.F. = .74. AND 7 :30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PHIL COTTON AT (760) 714 -1046. AVERAGE DEPTH OF FILL = 170 C.Y. X 27/5463 S.F. _ .84, 9, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY (760) 633 -2770. DEVICES WHEN RAIN IS EMINENT. 10 PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRICTION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL SITE WITHIN THIS PROJECT, THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE APPROVAL OF THE ENGINEERING INSPECTOR, FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CONTRACTOR SHALL OWNER' CERTIFICATE COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 4• THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER WITH REGARDS TO THE HAULING OPERATION. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN RAINFALL, OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO CIA, v ND STABILITY OF THE SITE. FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 5• THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE L CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. _ REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR r,� -77T. - DATE: HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. SIGNATURE PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS GRADING OPERATION. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A DECLARATION OF RESPONSIBLE CHARGE HAZARDOUS CONDITION. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I B. NOTIFICATIONS 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED BE INCORPORATED HEREON. IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 1, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES CONSISTENT WITH CURRENT STANDARDS. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE THE BEST OF OUR KNOWLEDGE THERE ARE NO EXITING UTILITIES EXCEPT AS SHOWN ON OF SLOPE AT THE CONCLUSION OF EACH WORK DAY, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE THESE PLANS, HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RE , � MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Q`l S/0 SITE. iT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY Q� �oN R• F OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. (NAME, AD J � ESS & TELEPHONE NO, OF ENG NEER OF WORK) LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK; 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE BY: �� +Y`��f 7 / '� ' DATE: 7 �s n m Z a , SEWERS - ENCINITAS SANITARY DISTRICT (760) 633 -2780 OF GRADED SLOPES (90 %) COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE ,3 * WAW Z b. G AS & ELECTRIC - SDG &E (800) 422 -4133 STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF RICE NO. DATE: j� J THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA A P J DEPARTMENT OF CONSERVATION. 4 N v ��" �� C. WATER - SAN DIEGUITO WATER DISTRICT (760) 633 -2709 SOILS ENGINEER'S CE F CAU d d. TELEPHONE - PACIFIC BELL (800) 422 - 4133 I, _��!S.i K��1�t!h A REGISTERED CIVIL ENGINEER IN THE STATE OF" CALIFORNIA, Do Uj PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY e, CABLE TV - DIMENSION CABLE (800) 422 -4133 CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SITE WAS_MADE 8Y ONE COMPLETE OR UNDER MY DIRECTION BETWEEN THE DATES LI'Lyt1l THIS A*19 u MPLETE COPY OF THE SOILS REPORT COMPILED FR THIS BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2740. STDY U, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY W ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT F� 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: THE RECOMMENDATIONS INCLUDEP IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN = (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE INCORPORATED IN THE G ADI LANS AND SPECIFICATIONS. (� SUBJECT TO REJECTION AND REMOVAL. n _ �EFED G SIGNED: _^-_ ; b� S F. K � /, O `Y C. GRADING RICE NO.: __57$T__ - -__ ! Q��R <� W 1, ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR ~ IM1 * Ne• 3 UNDER HIS DIRECTION, HE SHALL OBSERVE AND TEST THE EXCAVATION AND EXP. DATE: OI_____ -_ + EXp.vj.(,. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR *� r � O FCALIF� Q '� \' Z a UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND J EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS �^ Q AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. � d LLI uj Z SAN DIEGUITO WATER DISTRICT "AS-BUILT" LA AN AP Y: µJ LANDSCAPE ARCHITECTURE " er, DATE: C V PLANNING APPROVED BY: W oQ-- -- RCE: EXP: � 637 Arden Drive, Encinitas, CA, 92024 DATE: 7ILoM{ (760) 944 -8463 ay RE VISIO N S APPROVE DATE REFERENCE DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT D Y Y Y APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. a p 011 DESCRIPTION: PLANS PREPARED UNDER THE SUPEOF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: V Z uj LOCATION: T 9Y. NO /r 1a � HORIZONTAL � 'a,,, ,n BY: sY: ►0 'J' STREET PARK & OVERLOOK 5610.1 GRADING PLAN NOTES SHEET Q -1 OF 3 = j $ g a RECORD FROM: VERTICAL DATE (NAME) EXP. .f� �/ DATE. , � ELEV: DATUM: LrV C ,I.{i C:�. .I >' {- �A, ?:��I 1.(.�YY (I (�(:,I 1t)'•1i) 7I' i 11 _ 14 LEGEND: CONSTRUCTION NOTES: O SHEE RACTOR SHALL INSTALL CATCH BASIN PER DETAIL 'B', g TOP OF WALL CAP SHALL MEET FLUSH & JOIN W/ (TC) EXISTING GRADE - - ---- 4" DIAMETER DRAIN PIPE (SCH. 40 PVC) 01 MEET & MATCH CONCRETE WALK W/ BACK OF PARKWAY O CONCRETE WALK FINISH SURFACE (FS 97.20'). WALK. TC TOP CURB DAYLIGHT LINE (LIMITS OF GRADING) 10 MIRROR TOP OF WALL ELEVATIONS ON SOUTH CURVED (2 ) NEW ASPHALT PAVING SHALL MEET & MATCH EXISTING RETAINING WALL, FS FINISH SURFACE SEWER LINE ACCESS ROUTE - 10' CLEAR WIDTI CONCRETE GUTTER. NEW CURB SHALL MEET & MATCH EXISTING CONCRETE CURB. 11 EXISTING WATER LINE IS SHALLOW IN THIS AREA TCL TOP COLUMN (THIS IS TOP OF COLUMN NOT (APPROXIMATELY 2' -3" TO TOP OF PIPE). EXTREME CARE INCLUDING CONCRETE CAP & SPHERE.) O MEET & MATCH TOP OF NEW CONCRETE CURB. SHALL BE TAKEN IF OVER - EXCAVATION IS REQUIRED. TW 4 CONTRACTOR SHALL ADJUST MANHOLE &VALVE COVERS TO CONTACT SAN DIEGUITO WATER DISTRICT @ (760) TOP WALL t ' 633- "12701,9 AT LEAST 48 HOURS PRIOR TO STAR I G WOR FINISH FLUSH WITH NEW ASPHALT PAVING FINISH SURFACE IN TH15 AREA. BW BOTTOM WALL PER PURVEYORS REQUIREMENTS. i INV INVERT ELEVATION O CONTRACTOR SHALL CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER SAN DIEGO AREA REGIONAL STD. DRWG. D -27. TG TOP GRATE 3" PIPE, TB TOP BENCH ! x INSTALL 1' WIDE CURB CUT TO ALLOW DRAINAGE. EXISTING CONTOUR? 1 � �� I I � O7 MEET & MATCH EXISTING D.G. PATH. u6 PROPOSED CONTOUR 1 I DIRECTION OF WATER FLOW LOT 3 rr I i i ■ CATCH BASIN :..., , _!, �"'�- ! `, ,� � � MAP N0. 148 H - I I _ •� I x ° , 7 LOT 1 MAP NO. 8 441 , _ ` _{ _ �,,. �� I I `'\\ � ♦�, ,, l 11 - \ r-_ _ �,, _ 4 , - i g _ -._ _ �'t '♦ ti .. _ I 1 \ ' • �, , 'V ` l .... _ X15 h ♦y ' i , ♦'♦ ♦ �Il ti �� ♦♦ ,SG ♦♦ �� 118 ♦ ♦p�� ,, - `,, w ` _ � ��, 3 E � _ c ♦ ♦ R _ S T- I ,y _ -�__� .__�� ♦ 1"� ,� ♦ _�_ t ti I ♦ 1�'y E 4g '�� -- � 111 ♦ - - _ � ,� � i _ �� i k 1 ', , �' , --•- ♦�• ,a 112 ��I � .:., - � RISERS i tiy/ i 5 7 I RISE i b' • s Z ♦♦ p 4 � ,. t I �� , 1 , p J 1 \ f _ 1 J �♦ - ; CL 1 i ♦� 44t I� y ul vo� 4 ' t , „-„,, • ♦� �. , .� i � T \ ., '` ii ,. \ ' l i �� w 1 ♦, \ RISES ` E' \ I � // \ I 2•h _�— \ {+``/ jJ r 8 5 ♦�' _ 1 i ♦� ♦� ^ C ��♦ ♦♦ �k y ♦ �� 11 _ - _ _ oQ�pF O E t V 4 B LK 5 4 10 MAP NO. 148 J e 0311 �� c W s LOT 1 6 z p• ' -- * Ex BLK 35 I * \ �, ♦� ♦ ♦ ♦y !� i?, MAP N0. 148 D NOTES OFCAL�F� .• s� �Gg ♦ ♦ � 1 ♦ y� ♦ ♦ Z 0 W OA A 10' WIDE CLEAR ACCESS ROUTE SHALL BE PROVIDED NORTH ` Z SAN DIEGUITO ENGINEERING INC. S AN DIEGUITO WATER DIS IRICT rn' FROM SEALANE DRIVE TO THE CLOSED UN —NAMED ALLEY "A . -BUI T" PLANS REVIEWED A ND APPROVED BY: ON THE SOUTH SIDE OF THE PROPERTY TO ALLOW ACCESS ` v 1NCI E NCI NI TAS. CA 9202 SUITE la TO THE EXISTING SEWER LINE. ACCESS ROUTE IS LANDSCAPE ARCHITECTURE PHONE: 953? 5525 � } SCALE: 1 " ■10' ®Y � DATE: W PLANNING APPROVED ®Y: L) (DO INDICATED BY THE DASHED LINE AS INDICATED IN THE _„ 637 Arden Drive, Encinitas, CA, 92024 CIVIL ENGINEERING @ PLANNING DATE: 7/"b _ LEGEND. 10 0 10 20 30 RCE: EXP: ws (760) 944 -8463 LAND SURVEYING Q v REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT E N EDD APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W O DESCRIPTION: STANDARD BRASS CAP ON STEEL PLANS PREPARED UNDER THE SUPERYISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: V Z STAMPED SM L -1999 DATE: W LOCATION: THIRD i E ST. ON SCHOOL SITE HORIZONTAL V R.C.E. NO.: ' J' STREET PARK & OVERLOOK 5 610 I ° t . I1 BY: — RECORD FROM: VERTICAL NIA == DATE (NAME) EXP. �I oI DATE: - = Yi r ELEV: 91.79 DATUM: U&C A 03 GRADING PLAN SHEET G•2 OF 3 LEGEND EROSION CONTROL NOTES, E THE NCINI s RACTOR SHALL INSTALL ALL SOILS EROSION CONTROL MEASURES PER PLAN AS APPROVED BY THE CITY OF (TC) EXISTING GRADE - - ---- 4" DIAMETER DRAIN PIPE (SCH. 40 PVC) O1 IN CASE OF EMERGENCY, CALL (760) 714 -1046. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING INSPECTIONS FROM THE CITY REPRESENTATIVE: �2 CONTRACTOR SHALL PROVIDE A STANDBY CREW FOR EMERGENCY 1. PRE -SITE INSPECTION. TC TOP CURB DAYLIGHT LINE (LIMITS OF GRADING) WORK WHICH SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE PROVIDED BY THE 2. OPERATIONS PROGRESS INSPECTIONS - TO DETERMINE ON GOING COMPLIANCE AND THE NECESSITY OF ADDITIONAL FS FINISH SURFACE CONTRACTOR AND SHALL BE AVAILABLE ON -SITE AND STOCKPILED AT MEASURES, BEYOND THOSE SPECIFIED ON THE PLAN THAT MAY BE REQUIRED DUE TO SITE CONDITIONS. "" SEWER LINE ACCESS ROUTE - 10' CLEAR WIDTH CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL 3, FINAL INSPECTION TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS. TCL TOP COLUMN (THIS IS TOP OF COLUMN NOT m CONTRACTOR SHALL CONSTRUCT SINGLE COURSE MEASURES WHEN RAIN IS IMMINENT. ALL LAND DISTURBANCES SHALL BE LIMITED TO THE AMOUNT NECESSARY FOR THE CONSTRUCTION AS SHOWN ON THE INCLUDING CONCRETE CAP & SPHERE.) OF SAND BAGS O3 DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL APPROVED SOILS EROSION CONTROL PLANS OR AS REQUIRED BY INSPECTIONS. THE AREAS OF DISTURBANCES SHALL BE OF THE CITY ENGINEER. REESTABLISHED WITH VEGETATIVE GROWTH COMPATIBLE WITH THE AREA. THIS CONTROL SHALL CONSIST OF PLANTINGS AS TW TOP WALL PROVIDED FOR ON THE PLANTING PLANS AND OTHER METHODS APPROVED BY THE CITY BASED ON THE DEGREE OF ® ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT DISTURBANCE. BW THE END OF EACH WORKING DAY, WHEN THE FIVE -DAY RAIN ADDITIONAL AREAS DISTURBED DUE TO ACCESS, MATERIAL STORAGE, OR BY ANY CAUSE SHALL BE CLEANED AND BOTTOM WALL PROBABILITY FORECAST EXCEEDS 40 PERCENT, REESTABLISHED PRIOR TO FINAL APPROVAL. SILTATION TO STREETS, STORM DRAINS, OTHER OFF -SITE AREAS OR OVER THE O5 AFTER A RAIN STORM, ALL SILT AND DEBRIS SHALL BE REMOVED BLUFF SHALL BE PREVENTED DURING CONSTRUCTION. INV INVERT ELEVATION FROM CHECK BERMS BY THE CONTRACTOR. ANY PROTECTION MEASURES DAMAGED DURING A RAIN STORM SHALL ALSO BE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF ALL AREAS PRIOR TO FINAL APPROVAL. TG TOP GRATE IMMEDIATELY REPAIRED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE SOILS CONTROL © EROSION CONTROL SHALL BE IMPLEMENTED BY THE CONTRACTOR MEASURES AS SPECIFIED ON THE PLANS AND THE SPECIFICATIONS AND INSPECTION REQUIREMENTS AS CONTAINED HEREIN TB TOP BENCH /; DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15), AND TO OBTAIN FINAL APPROVAL OF THE WORK. ADDITIONALLY PRIOR TO ANY FORECASTED STORM. EXISTING CONTOUR r y ^ } O7 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE BY THE CONTRACTOR AT ALL TIMES DURING THE RAINY 116 PROPOSED CONTOUR ; 1 SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON -SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID j CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. DIRECTION OF WATER FLOW SEE EROSION CONTROL NOTES ON S �. - SHEET G -1. ® CATCH BASIN _ �- ._ Lk' ,44 i' Cn MAP N :;. 1 :- a _ i hi 'ell 1 i , 1 l ' 1 I n , F ... ;S. -',. �+^"'"+ `r` ' ;'. 4`♦k% ��, �J', mob; ;; � 1 �.�X ; y t y k•. it ' �""°""" � i , °'�'<`.� � �•,/��:'. 1 70' � - -.` \ a' , � ,..- -. '�, "_ .��- � .� i.. �� _ \ _ K ; . _. f $ t 1 i -' ' • 1 , - -, f t i 1 ,_ ,- , k -.- ^'"` '.� t- �� ' i \ fir. v. x. - \ \ \ i ,�� yr: - .,.. � � �� .,4. 1; � `r' ♦ S.� ��, `._ � , '., ^, %4 ^% rw. �\ f) f, i y ;.. f w l lip a uj it , 1 �r ,�. -ti ; . R ,' ' -. '•, -1 1 i \ tia tj i ' '\ \�\ 11: c. � 4 r + y . ,•C' d .Q`.,i.k �, ' � �,.• ' - G\ . ��+� , /�� , ,, ` a , k .`e i V \. s`U�,ii.. .', \„� i ' .�A { III\ \6�1,� `\ ,,,` , / / ' / { t ` C,!• , i , +I ,, " r - r; � \� �'` � `� a'�" � ' `�. { \ �' `6i -Z \ • 1i / l i v' . ",� ,.l \ , \ , : - t -" ,.. \ ice. • 1 , �" ' '1I � ' -. - ., V AJ i a a _ d �I - r - UJI r hR y i ,4'y * '.`•,.` A � j . ?7` _ -.- -_ � .. _� -_.. _" - y - - yam _ — _ _�. ... - ` � '. ,- 'h •. �. ;%' ._.✓' ..rr .::nor "" i..� ;; M/ . O. : 4 a - t; r <! r ESSI � UJI - �,, LV0� R. FOB Z NORTH - C 38144 N SAN .,,I;., ', N_ONl - bHIN „N:, SAN DIEGUITO WATER DIS {RICT � � o/ "AS- BUILT" � P LANS Y. Exp, Tr :TL LANDSCAPE ARCHITECTURE i CIVlL * SCALE: V'=10' BY, DATE: PLANNING APPROVED BY: L3 off--- If OF CA0�� I 637 Arden Drive, Encinitas, CA, 92024 1 0 0 10 20 30 RCE: EXP: C^C (760) 944.8463 DATE: _Z z,o)� e _ 10 REVISIONS APPROVE DATE REFERENCE! DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT ° Y Y APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. a p DESCRIPTION: STANDARD BRASS CAP ON STEEL PLANS PREPARED UNDER THE SUPERYISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: _ STAMPED IM L -1506 8 W LOCATION: THIRD • E ST. ON SCHOOL SITE HORIZONTAL 1 ' =10' ; %`% ' R C.E. NO. / �ITl , , B� �/� BY: Vic. .Y: J STREET PARK & OVERLOOK 5610 I 4 = RECORD FROM: VERTICAL N/A DATE (NAME) EXP. DATE l/ A� ' 1-7- J d ELEV: 01.78 DATUM: u.c e DB EROSION CONTROL PLAN SHEET G•3 OF 3 W CO NSTRUCTION NOTES: (9 CONTRACTOR SHALL INSTALL HANDICAP RAMP PER SAN ® CONTRACTOR SHALL INSTALL FIRE SIGNAGE PER DETAIL 'C', ® CONTRACTOR SHALL INSTALL TRASH RECEPTACLE PER LEGEND • DIEGO AREA REGIONAL STANDARD DRAWING kG -31, TYPE D. SHEET C -4. DETAIL 'G', SHEET C -3. �1 CONTRACTOR SHALL INSTALL 4" THICK CONCRETE WALK (0 CONTRACTOR SHALL INSTALL HANDICAP RAMP PER DETAIL ® CONTRACTOR SHALL INSTALL ACCESSIBLE SIGNAGE PER ® CONTRACTOR SHALL INSTALL NEW ASPHALT PAVING OVERLAY _ _ _ _ _ _ _ _ CONTRACTOR SHALL INSTALL SCORE JOINT PER DETAIL 'C', PER DETAIL W. SHEET C -2. 'G', SHEET C -2. DETAIL 'D', SHEET C -4, INSTALL O 8" IN FROM PAVING AS NECESSARY TO PROVIDE FINISH SURFACE PER GRADING EDGE. PLAN & TO PROVIDE SMOOTH TRANSITION BETWEEN NEW & SHEET C -2 Q CONTRACTOR SHALL INSTALL SCORE JOINTS PER DETAIL 'C', (9 CONTRACTOR SHALL INSTALL CONCRETE PICNIC TABLE (TYP. EXISTING ASPHALT PAVING. SHEET C -2 0 12" APART TO ALIGN W/ RETAINING WALL, OF 3) MODEL #IOOC AS AVAILABLE THROUGH OUTDOOR ® CONTRACTOR SHALL INSTALL ACCESSIBLE SIGNAGE PER CONTRACTOR SHALL INSTALL EXPANSION JOINT PER DETAIL DETAIL 'E', SHEET C -4. INSTALL O 8" IN FROM PAVING ® EXISTING ASPHALT PAVING TO REMAIN. PROTECT IN PLACE. CREATIONS (916) 337 -6774. COLOR SHALL BE SEQUOIA C', SHEET C -2 �3 EDGE. CONTRACTOR SHALL INSTALL CONCRETE STEPS W/ SAND. CONTRACTOR SHALL INSTALL 6 WIDE CONCRETE FOOTING HANDRAIL PER DETAILS 'E' & 'F', SHEET C -2. CONTRACTOR SHALL INSTALL CONCRETE BENCH /RETAINING CONTRACTOR SHALL INSTALL ACCESSIBLE SIGNAGE PER O CONCRETE WALK EDGE AS REQUIRED TO PROVIDE A ® CONTRACTOR SHALL INSTALL MASONRY RETAINING WALL PER DETAIL 'F', SHEET C -4. INSTALL 0 8" IN FROM PAVING FOOTING DEPTH 12" BELOW FINISH GRADE. CONTRACTOR SHALL INSTALL ASPHALT PAVING W/ BASE DETAIL 'A', SHEET C -4. WALL PER DETAIL 'G', SHEET C -4. EDGE, PARK SIGNAGE LOCATION. SIGNAGE TO BE SUPPLIED AND PER CONSTRUCTION NOTE #11. CONTRACTOR SHALL INSTALL 6" CONCRETE CURB PER EXISTING CONCRETE ® INSTALLED BY CITY, ® CONTRACTOR SHALL INSTALL 6" CONCRETE MOW CURB PER DETAIL 'F', SHEET C -3. ® PER CITY OF ENCLNI AS DEPARTMENT DETAIL 'D', SHEET C -3, © CONTRACTOR SHALL INSTALL TUBULAR STEEL FENCE PER Q CONTRACTOR SHALL INSTALL STAINLESS STEEL HANDRAIL ® MEET EXISTING A.C. PAVEMENT W/ NEW CURB. NEW CURB DETAIL 'H', SHEET C -3. © CONTRACTOR SHALL INSTALL PATTERNED COLORED PER DETAIL 'E', SHEET C -3. SHALL FINISH 6" ABOVE FINISH SURFACE OF ADJACENT CONCRETE WALK PER DETAIL 'A', SHEET C -2. PATTERN ASPHALT PAVING. ® CONTRACTOR SHALL INSTALL 1' WIDE CURB CUT TO ALLOW SHALL BE 6" X 6" TILE, COLOR SHALL BE L.M. SCOFIELD CONTRACTOR SHALL INSTALL CURB & GUTTER PER CIVIL FOR WATER DRAINAGE PER GRADING PLAN. DO NOT END "QUARRY RED ". CONTRACTOR SHALL SUBMIT PATTERN AND DRAWINGS, SHEET S -1. ® MOW CURB SHALL MEET & FINISH FLUSH W/ NEW CURB ABRUPTLY. PROVIDE SMOOTH TRANSITION AS COLOR SAMPLES TO CITY FOR REVIEW & APPROVAL. CONCRETE FINISH SURFACE. DIRECTED BY CITY REPRESENTATIVE. CONTRACTOR SHALL INSTALL COLUMN PER DETAIL 'B', O7 EXISTING WATER LINE TO REMAIN. PROTECT IN PLACE. SHEET C -4, ® EXISTING POWER POLE GUY WIRE TO REMAIN. PROTECT IN ® EXISTING WATER LINE IS SHALLOW IN THIS AREA j PLACE. (APPROXIMATELY 2' -3" TO TOP OF PIPE). EXTREME CARE OB EXISTING SEWER LINE TO REMAIN. PROTECT IN PLACE. ® CONTRACTOR SHALL INSTALL NEW HANDRAIL TO WITHIN 3" SHALL BE TAKEN IF OVER - EXCAVATION IS REQUIRED. r O OF EXISTING FENCE OR NEW COLUMN. CONTACT SAN DIEGUITO WATER DISTRICT 0 (760) CONTRACTOR SHALL INSTALL BIKE RACK PER DETAIL 633 -2709 O LEAST 48 HOURS PRIOR TO STARTING WORK t SHEET C -3. C' END OF NEW 6" CONCRETE CURB. MEET TO COLUMN. I, I IN THIS AREA. 1 ►� CONTRACTOR SHALL INSTALL 6" CONCRETE CURB PER SAN ® CONTRACTOR SHALL INSTALL VINE POCKET PER DETAIL 'C', DIEGO AREA REGIONAL STANDARD DRAWING #G -1, PAINT r I 1 �L l� CURB RED PER CITY OF ENCINITAS FIRE DEPARTMENT SHEET C -3. TYPICAL OF 2 (TOTAL OF 4). 9 +50 REQUIREMENTS. ® CONTRACTOR SHALL INSTALL SCORE JOINT PER DETAIL 'C', - O SHEET C -2 TO COMPLETE RADIUS OF WALL CAP ACROSS I ' • I ~ 11 CONTRACTOR SHALL INSTALL ASPHALT PAVING PER DETAIL WALK. " D', SHEET C -2. ; 0 �I + 20 ' N - B LK 8 20 . . , 4 v' _ 34 �r MAP 4 _ ' NO 1 2 3 1 + , 4 _ _ . 5 5 3 ' 13' LOT 1 31 , , 1 a, o MAP N0. 8 441 - - _ MI OD I n — r x; x , , t Jfl 12 3 �� J1lo 1 STREET „ a• � j1 „ rn c. 1�7' -B' ` : x �k $T1N -G BT.C�A C 1 L t I 10 +00'. I • 4 � I _ ra ^ L I N E rn � 3' � I E. o � -- � -- - J - j � \ � �- a 11 . -8 -`� - , :• ' " _ `' ` �• 19 1 I � I ' 5' 9 „ ` 1 3 (0 7 i _ - \ x-12 . 9' 21 7' -14- - �' I N 1 n I \ + Z 18 0. 2 - I x Z / 0 0 4 , �-1 0 j _ 6 ,. 3 4 1 g f� -8 „ 1, 1 4 13'_7' a + T 0 y T + L W -�--- x �--- 1 O o _ 1 0 5 1 3 -f-- 1 , 1 + 116' -6' 5 1 — � N _ C� `� y i R3 0 - LOT 1 7, +,', BLK 35 ! V 1Q' N MAP N0. 14 O A LOT 16 z�,� - N'. o. BLK 35 I - W g G MAP N0. 148_ I ➢ , �-- g N 19 N T _.,_�, m (-n m; ! NORTH SAN DIEGUITO W DISTRICT "AS- BUILT" PLANS REVIEWED AND APPROVED BY. LANDSCAPE ARCHITECTURE SCALE: I"=10' BY, DATE; _ PLANNING APPROVED BY: oo V ^ 637 Arden Drive, Encinitas, CA, 92024 C ATE: 7I WI96 10 0 10 20 30 RCE: EXP. Q (760) 944 -8463 a" REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT Y APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. a p PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROD IMPROVEMENT PLANS FOR: DESCRIPTION: STANDARD BRASS CAP ON STEEL _ VE STAMPED SM L -10H DATE; 'T•I�i • $%, W LOCATION: THIRD SESTON SCHOOL SITE MORIZONTAL ".,0' 7/�� y ,�� 0c. BY: ►� 'J' STREET PARK & OVERLOOK 5610 =1 R.L.A. NO.: Uf l BY: RECORD FROM: VERTICAL NIA DATE ( EXP. 4• So •T't DATE: - CONSTRUCTION PLAN SHEET C -1 OF 4 a ELEV: 91.70 DATUM: USC i Oi ■ 1/2" RADIUS TYPICAL AT OUTER EDGE = 1/4" RADIUS TYPICAL AT JOINT EDGE CN VARIES PER PLAN •' .• 3 2 CRACK CONTROL JOINT j 1/2" j 3 4 1/2" RADIUS 1/2" RADIUS ■ 6 4 5 r r r A LANDSCAPE ARCHITECTURE 4 ° NOTE PLANNING LEGEND _ _ � - _— 637 Arden Drive, Encinitas, CA, 92024 SEE DETAIL 'B', THIS SHEET FOR —1 (760) 944 -8463 O FINISHED GRADE, 1" ® LAWN, 2" ® PLANTER. CONCRETE FINISH UNLESS OTHERWISE ■ ■ ■ ■ ■ ■ NOTED ON PLANS. EXPANSION JOINT 6 5 O COMPACETED EARTH (907, RELATIVE COMPACTION). ■ MAX. CROSS SLOPE 2 %. r � ■ r ■ ■ ■ O CONCRETE. THICKNESS PER PLAN, 4" MIN. SLOPE LEGEND Of SLAB OR WALK TO DRAIN. MIN. CROSS SLOPE .5% MEDIUM BROOM FINISH INTERIORS LEGEND City ® 1/2" DIAMETER X 24" LONG SMOOTH STEEL ROD MAX. SLOPE IN DIRECTION OF WALK 5 0 J PERPENDICULAR TO DIRECTION OF WALK. O AFTER PRELIMINARY TROWELING THE CONCRETE SHALL BE PARTED CENTERED IN CONCRETE SLAB 0 24" O.C. WHERE NEW % UNLESS OTHERWISE ON PLANS. ■ g ■ ■ 02 2 EACH, 6" SHINERS. WITH A STRAIGHT EDGE TO A DEPTH OF 2 ". CRACK CONTROL ■ WALK MEETS EXISTING WALKS & ® EXPANSION JOINTS JOINTS SHALL BE TOOLED WITH A 1/4" RADIUS & SHALL OCCUR ® ■ ■ ■ r ■ ■ (TYPICAL). G 6" SHINER O EDGES. MAXIMUM 9' O.C. SEE PLAN FOR LAYOUT. O EXISTING WALK OR ADJACENT PAVING WHERE OCCURS ® CRACK CONTROL & EXPANSION JOINTS O CONCRETE PER SPECIFICATIONS. ■ ommu y r ■ © 6 X 6 - W1.4 X W1.4 WWF CENTERED IN CONCRETE. PER DETAIL 'C', THIS SHEET. O COMPACTED SOIL TO 90% PER GEOTECHNICAL REPORT. gervices ® POLYURETHANE CAULKING. ■ �\j ■ artment r O PREMOLDED FIBER EXPANSION JOINT. SPACING NOT TO EXCEED ■ ■ ■ ■ ■ ■ CONCRETE WALK CONCRETE FINISH 40' ON CENTER. SEE PLAN FOR LAYOUT. ® 12" LONG SMOOTH DOWEL ® 24" O.C. r ■ ■ ■ ■ O KEYED METAL JOINT PER SPECIFICATIONS. LEGEND CRACK CONTROL ■ ■ ■ ■ 1 io CONCRETE PAVING PER PLAN. JOINTS ■ ONON -SLIP ALUMINUM SAFETY STRIP O STAIR NOSING, TYPE 231A, BY AMSTEP (800) 631 -7841, ' e CONTINUOUS ALONG LENGTH OF EACH STEP, COLORS: YELLOW O TOP & BOTTOM RISERS/ BLACK „ ° .a n ON ALL INTERMEDIATE RISERS. NUMBER OF STEPS PER PLAN. 7 —D o•C• , � ° MAXIMUM ■ ■ ■ ■ ■ ■ ° � , Q#4 BAR CONTINUOUS O EACH STAIR NOSE. .° , . , ° ° O POURED -IN -PLACE CONCRETE STAIRS W/ LIGHT BROOM FINISH. ■ ■ ■ ■ A , .. °,. ■ • ' • ° OEXPANSION JOINT PER DETAIL 'C', THIS SHEET. MIN. 3 COMPACTED SUBGRADE PER SPECS. &SOILS REPORT. ❑ ■ ■ ■ ■ LLJ 12" LENGTH N4 SMOOTH STEEL DOWEL O 18" O.C. PAPER WRAP ONE END. I- —I I ITI I I1� f 1�1 �1�1llIJT1T -1TI I Ill ■ ■ r ■ O M4 BAR ® 18" O.C. 0 1= III =III —III= —ill— III — III —ill —III 2" RADIUS p 3 1 2 3 4 5 1 TYPICAL z ■ r ■ TREAD LEGEND: -__ 1 WIDTH ■ ■ ■ O ASPHALT CONCRETE - 3" MINIMUM DEPTH, i 7PER T 1 i � • ' a ' MIN. _ _ ■ ■ r ■ O 6 MINIMUM DEPTH AGGREGATE BASE. COMPACT TO 95%. a III - 6 _ _ L COMPACTED SUBGRADE. COMPACT TO 95 %, � 4 p w III -11 7 6 0 —1 r ■ ■ ■ M• • 7 s a I I —I III„ UWL." pool w 1114 ,'� dT�lk��l4tm�J P►.LEJS, o ■ ■�� ■ ■ ASPHALT PAVING CONCRETE STEPS ■ ■ ■ ■ ■ T _ O.C. 8 „ ■ ■ ■ ■ 1t . r MAXIMUM APPk(JVEL) ' TYP MAXIMUM 5 LEGEND ■ 1. 1 MIN. O CONCRETE STEPS PER PLAN. CORE DRILL AS REQUIRED TO INSTALL SLEEVE, ■ ■ ■ s`� , ii- at �fMt�� / ■ ■ MIN. a LEGEND 2 RE' D O COMPACTED EARTH (90% RELATIVE COMPACTION ). IS10N CONCRETE RAMP PER PLAN. TOP LANDING. DA'rh., BY RF IARK.4 ❑ Q p 3 O COMPACTED EARTH (90% RELATIVE COMPACTION). ® BOTTOM LANDING. ■ ■ ■ ■ ■ ■ ■ z o ■ TOP LANDING. Lrl'i I"16x. 4.oPE 4 ; ' ISEYo1J10 'r+P of I�LHF. O 1 -1/2" DIAMETER SCH. 40 STAINLESS STEEL HANDRAIL, GRIND ALL WELDS SMOOTH. ALL HORIZONTAL RAILS SHALL BE PARALLEL TO STEPS OR LANDING SURFACE. ALL ■ r ■ ■ ■ ■ r 4 O CONSTRUCTION �t z „• 4 BOTTOM LANDING. 141+ 04%, SvP( (o I1141P JD 6melPH =!' ?,A+MP, VERITCAL POSTS SHALL BE PLUMB. LOCATE POST CENTER ® 3' IN FROM WALK /STEP cv w EDGE. S'CAIUt."s. s'fF.F�. e.HAA � Pw 61go4 woo4. ■ ■ ■ ■ ■ r ■ -1/2" DIAMETER SCH. 40 STAINLESS STEEL HANDRAIL. GRIND O u ' i'. r ALL WELDS SMOOTH. ALL HORIZONTAL RAILS SHALL BE © CONCRETE FOOTING W/ SLEEVE. DETAILS • < PARALLEL TO RAMP OR LANDING SURFACE. ALL VERTICAL POSTS SHALL BE PLUMB. LOCATE POST CENTER ®3" IN FROM O 2" DIAMETER SCH. 40 STAINLESS STEEL SLEEVE 0 EACH POST. CONTRACTOR SHALL 1. WALK /RAMP EDGE. S'TA4WL S'Tk}r• 4+41II4. Pot Cf"06 3PT• VERIFY SIZE REQUIRED. INSTALL TOP FLUSH W/ FINISH SURFACE OF PAVING. INSTALL POST & FILL W/ EXPANDING CEMENT FILLER TO HOLD IN PLACE. 4. L&d> 4 .'Fkk:A- ■ ■ ■ ■ ■ ■ ■ 1M t';'y - 1j © CONCRETE FOOTING W/ SLEEVE. �� tiE �•fry't �'f 4.ik: � MGE 8" O 2" DIAMETER SCH. 40 STAINLESS STEEL SLEEVE 0 EACH POST. ■ ■ ■ r ICI CONTRACTOR SHALL VERIFY SIZE REQUIRED. INSTALL TOP FLUSH STEP RAILING ■ ■ ■ CHI- ;t'K[:�;E) MGE W/ FINISH SURFACE OF PAVING. INSTALL POST & FILL W/ ■ EXPANDING CEMENT FILLER TO HOLD IN PLACE. 4'fl►l►JtrEf.4 ■ ■ ■ ■ S'f . /.�,�.. & E GTR,N� t 'Soi , RAMP & RAMP RAIL, E: ■ JUDY 199 5 N SHFET 2 OF 4 5 -� %y ■ 1 2 1 2 0 i ■ �, 1 % MIN. 1% MIN. LEGEND: IIIIII 2 I— - I I —I I - L 10 CONCRETE MOW CURB OR PAVING PER PLAN. 4 - III= L 1T1 =11 I =1 SLOPE 1/4 " /FOOT AWAY FROM WALL. — I II =111 = III — III —I — i! ..d I =1 I= I = III I II I I I III I II I I I i i I I 1 -I I I -3 O IN MOW CURB WHERE OCCURS. FACE OF CURB =III =III =111_1 =1 I— III — III — I I (� FINISH GRADE & SOIL LEVEL IN VINE POCKET. 2 LANDSCAPE ARCHITECTURE -1 I I— III — I ti�� III `° - III =III -1 � (�� WALL PER PLAN. 3 PLANNING ■ T III III (5 10" DIAM. ABS PIPE SLEEVE OPEN TOP & 637 Arden Drive, Encinitas, CA, 92024 J 4 5 `� BOTTOM. LOCATION PER PLAN. SLEEVE SHALL (760) 944 -8463 PASS COMPLETELY THROUGH MOW CURB & WALL FOOTING WHERE OCCURS. -�_ _ • ' I =1 I I - III - III - ■ ■ ■ ■ ■ ■ ■ LEGEND r 1 %_N. LEGEND (� CONCRETE FOOTING. - I I I I —I ►_� I i,J III =III .I I (� COMPACTED SUBGRADE PER SOILS REPORT. 5 rr) •;; II Cit of it II. • .'•; 1. GRATE PER SPECIFICATIONS. BIKE RACK MODEL 1001102A A � ° 0 0 C 1 N ' ■ g u s in o • 0 6 � AS MANUFACTURED BY LANDSCAPE STRUCTURES �°$�° •• o 0 6 2. FINISH GRADE oR PAVING PER PLAN. NOTE: ' � OR CITY APPROVED EQUAL. POWDERCOAT r INISH 3 CATCH BASIN PER SPECIFICATIONS A SEE PLANTING PLAN FOR REQUIREMENTS II- I�nc ■ COLOR TO BE GREEN. SUBMIT COLOR SAMPLE FOR . . - O OF PLANTING IN POCKET. ■ ■ ■ ■ ■ ■ CITY REVIEW AND APPROVAL. 4. EXTENSIONS AS NECESSARY. O SEE IRRIGATION PLAN FOR IRRIGATION TO SECTION Communit VINE POCKET. ■ ■ • ■ ■ ■ L� CONCRETE SLAB PER SITE PLAN. 5. DRAIN PIPE PER PLANS. _ gervices (3 •) COMPACTED SUBGRADE: 6• 6" DEEP, CRUSHED ROCK BASE. ■ ■ ■ ■ ■ ■ oqartment (q) CONCRETE FOOTING. INSTALL ONE EACH END. ■ BIDE RACK CATCH BASIN VINE POCKET ■ ■ ■ ■ 6' -0" O.C, MAX. ■ ■ ■ ■ ■ ■ �O 1 2 EQ. EQ. FLT LEGEND: ■ ■ ■ ■ 4 3 LEGEND O FINISH GRADE AS OCCURS ON PLANS. ■ 1O 2,000 PSI NATURAL GRAY 2 O 2" WEAKENED PLANE JOINT O 10' O.C. MAX. ■ ■ ■ ■ CONCRETE WITH SMOOTH TROWEL 3 CONCRETE CURB. ■ ■ ■ ■ ■ ■ FINISH, G ® EXPANSION JOINT PER DETAIL 'C', SHEET C -2. cD • - „ RADIUS ALL EDGES. 5 FINISH SURFACE OF PAVING AS OCCURS ON LAN. 1 /2 ■ I�� PLANS. ID ;•.� 4- 0 ■ ■ ■ ■ 1— II ID �I�� O #3 REBAR - PLACE IN BOTTOM © I/2" DIAMETER X 18" LONG SMOOTH STEEL ROD CENTERD IN CONCRETE PAVING ® 24" O.C. WHERE PAVING MEETS CURB. ■ ■ ■ ■ 1/3 OF CURB, LAP BARS 8" 0 O7 COMPACTED SUB -GRADE PER SOILS REPORT. 4 `� 6" SPLICES AND TIE. A O * N NOTE: ■ ■ . ■ ■ FINISH GRADE. - i �' NOTE: ' O SMOOTH TROWEL FINISH ALL EXPOSED "' ■ ■ r>M COMPACTED SUBGRADE. = III =1T —II — 111 —IT_I— III =Tl1— III =� -1Tf T)_f— III —� =111 II —II SURFACES. INSTALL 1/2" PRE FORMED �- 111 - 111 —Jjl= I1= 111-111 = 1II - 111 -1 I — IE =111= II1= EXPANSION JOINTS 15' O.C. - L - � - I 1 = 111 - 111 =� X11 III 11 • II -II O PROVIDE 1/2" RADIUS ON TOP EDGES. = III —III —I •. I— I — I I 1 -1 I 1 -1 ■ ■ ■ ■ MAX. AND © BEGINNING AND END * 1/2 IN TURF AREAS `�' - II I — III= �1= ll1 ll1 =L_ =L_ =ll1 6 — OF RADIUS, 2" IN SHRUB AREAS l��lll I IIi II I 111 " 1 I I 11 i CONCRETE MOWCURB LEGEND 12" 2 - „ 7 O COMPACTED EARTH (PER SOILS REPORT). ■ ■ ■ ■ ■ 2 1-1/2 of DIAMETER SCH. 40 GRADE 304 STAINLESS STEEL HANDRAIL, BOTTOM RAIL CONCRETE CURB 1 1 " ■ <0 ■ ■ O & POSTS. GRIND ALL WELDS SMOOTH. ALL VERTICAL POSTS SHALL BE PLUMB. LOCATE POST CENTER IN CENTER OF 6" CURB & 3" IN FROM WALK EDGE. NOTES: ■ ■ ■ ■ ■ ■ 1. SUBMIT SHOP DRAWINGS FOR ALL WORK FOR CITY 1 REVIEW & APPROVAL PRIOR TO FABRICATION 4 -1/2" D.C. ■ O 1" WIDE X 112" THICK BAR STOCK, GRADE 304 SOLID STAINLESS STEEL BAR. I--� ■ ■ ■ WELD TO 1 -1 /2" DIAMETER PIPE AT EACH END: 2. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. �2 LEGEND: ■ ■ ■ ■ ■ ® 1 /2" DIAMETER GRADE 304 STAINLESS STEEL ROD THROUGH BAR STOCK. WELD 3. PAINT ALL STEEL SURFACES WITH (1) COAT SHOP APPROVED ■ FINISH GRADE AS OCCURS ON PLANS, AT EACH INTERSECTION OF BAR STOCK. APPLIED RUST PROOF ZINC -EPDXY PRIMER, (1) COAT ■ ■ ■ , ■ ■ O �2 - 1 OZ CONCRETE TRASH RECEPTACLE MODEL FIELD APPLIED RUST PROOF ZINC -EPDXY PRIMER, (2) /{QS- CAL2534W -C3 -T2 W/ ANTI — GRAFFITI O FINISH SURFACE OF CONCRETE PAVING OR CURB PER PLAN. COATS EXTERIOR ENAMEL PAINT, COLOR "BLACK ". SUBMIT COLOR PAINT SAMPLE FOR CITY REVIEW AND SEALER & MODEL I STEEL LID (COLOR BLACK) ■ ■ • `\ M'qb� ■ ■ AS MANUFACTURED BY QUICK CRETE (909) © CONCRETE FOOTING. APPROVAL PRIOR TO APPLICATION. RF,'VISION 737 -6240. ■ ■ ■ ■ r , ■ ■ 2 STAINLESS STEEL HANDRAIL LEGEND E1,�T> BY rzl:nl.�R1� O INSTALL RECEPTACLE 8" IN FROM EDGE OF p PAVING OR ADJACENT WALL, i 3 ® FINISH SURFACE PAVING WHERE OCCURS PER 02 x 1 2G SQUARE STEEL POST PLACED AT 6 O.C. ■ ■ ■ ■ ■ ■ ■ PLAN. MAX. PLUG ALL OPEN ENDS. 3 4 �`/ ■ ■ ■ ■ ■ ■ ■ ■ -8 "- O COMPACTED SUBGRADE PER SOILS REPORT, 5/8" X 14GA SQUARE TUBULAR STEEL PICKETS AT 4 -1/2" O.C. WELD TO FACE OF RAIL: PLUG ALL C CONSTRUCTION 1 —I • OPEN ENDS. ■ ■ ■ ■ T ■ ■ ■ NOTE: — III - I =1 I I I I =1I I =1I I DETAI A FINAL LOCATION SHALL BE AS DETERMINED BY - III - III - III - III —I = 11= C 1 - 1 /2" X 1 4 GA SQUARE STEEL RAILS. WELD TO ■ ■ ■ ■ ■ ■ ■ O CITY. III -111 =III =1I I= III = �.-.� SIDES OF POST: �- 5 4 FINISH SURFACE OR FINISH GRADE PER PLAN. X111 —LI1— - ■ ■ ■ ■ ■ ■ ■ ■ II JT.f'iA MGE J1 H1_ 0 CONCRETE FOOTING - 12" DIA, X 3' DEEP, II ■ ■ ■ ■ ■ ■ ■ =ul - ul - =1 TT/�� c'Hkt ('KEA) MGE O6 COMPACTED SUBGRADE PER SOILS REPORT & -�) V1 ■ ■ ■ ■ ■ SPECIFICATIONS: - • _ »:� I'F JULY 1998 TRASH RECEPTACLE TUBULAR STEEL FENCE ' ■ ■ ■ 511F.E-_T 3 OF 4 9�H LEGEND: 1 NOTE: LEGEND: O FINISH GRADE (NOT TO EXCEED 1- 1/2:1). O SEE PLAN FOR LOCATION OF VINE POCKETS 1 ■ 2 & DETAIL 'C', SHEET C -3, FOR INSTALLATION 1 O CONCRETE CAP AS AVAILABLE THROUGH OF VINE POCKETS. O 22" PRECAST CONCRETE PIER CAP MODEL NPC -1 AS AVAILABLE STEPSTONE,INC. (800) 572 -9029, MODEL THROUGH DURA ART STONE (800) 821 -1120 OR CITY APPROVED CLASSIC WALL CAP OR CITY SMOOTH TROWEL FINISH ALL PLASTER. EQUAL APPROVED _ J B W LIGHT SAND BLAST, COLOR SHALL BE STONE GRAY. -- x� I I- � J O / EQUAL. PROVIDE STRAIGHT, END, CORNERS I 1 -I I - ?• J PROVIDE W/ MANUFACTURER'S ANTI - GRAFFITI SEMI -GLOSS SEALER. AND RADIUSES AS REQUIRED, COLOR SHALL © INSTALL RETAINING WALL SEALER TO ALL BACK SUBMIT COLOR SAMPLE FOR CITY REVIEW & APPROVAL. 1 1 0 BE FRENCH GRAY. CONTRACTOR SHALL i SURFACE OF WALL, SUBMIT SAMPLE CAP & COLOR FOR CITY I — O MASONRY RETAINING WALL PER DETAIL W. THIS SHEET. REVIEW &APPROVAL - III — I O APPLY ANTI - GRAFFITI COATING TO ALL HORIZONTAL REBARS SHALL RUN CONTINUOUS INTO COLUMN. -III EXPOSED SURFACES. 2 ' O PLASTER ALL EXPOSED PORTIONS OF WALL = I O PLASTER PER SPECIFICATONS. FINISH SHALL BE SMOOTH TROWEL "; PER SPECIFICATIONS. FINISH SHALL BE III 3 FINISH. COLOR SHALL BE EXPO STUCCO COLOR #22 S AVAILABLE 1 4 3 ■ SMOOTH TROWEL FINISH. COLOR SHALL BE THROUGH EXPO STUCCO (619) 566 -4343 OR CITY APPROVED i I; EXPO STUCCO COLOR #22 AS AVAILABLE - II EQUAL. SUBMIT COLOR SAMPLE FOR CITY REVIEW & APPROVAL THROUGH EXPO STUCCO (619) 566 -4343 III 4 APPLY PLASTER TO ALL EXPOSED SURFACES. Q I; ;� OR CITY APPROVED EQUAL. SUBMIT COLOR —I LANDSCAPE ARCHITECTURE SAMPLE FOR CITY REVIEW & APPROVAL, 1 Q I I I I 5 6 ® COMPACTED SUB -GRADE PER SOILS REPORT. 1 k; - PLANNING ® MASONRY RETAINING WALL TYPE 2 PER SAN 7 O CONCRETE FOOTING. II ; DIEGO AREA REGIONAL STANDARD DRAWING ° i i 637 Arden Drive, Encinitas, CA, 92024 #C-2. c •- • - - -•- © (3) a4 BARS EACH WAY. t I I I L ' T (760) 944 -8463 `J 4' DIAMETER DRAIN W/ 1/4" GALV. WIRE O] (4) fJ6 BARS. - III = f.L. II =_ = ■ ■ ■ ■ ■ ■ ■ O MESH SCREEN PER SAN DIEGO AREA _ _ _ _ II -I 1— I —I I I =1 1 1=111 4 REGIONAL STANDARD DRAWING #C -8. LOCATE I —I I - I = III — III —I 1 —I I — 11 - I — III —I 1 I — 1 1 ®KEY. =i =II I ® VINE POCKETS PER PLAN. - _ - - - —111 — III == L11 =1 =J 11 -L1 =III =Ill= 111 =1� - III s FINISH SURFACE OF PAVING WHERE OCCURS PER PLAN. f ' =I I =� ■ ■ ■f ■ ■ ■ IUD VINE POCKET PER DETAIL 'C', SHEET C -3 II I III = I = III = III =III =I I I= III = III =1 I I =I 1 -� -� O _ 5 Cit O1 WHERE OCCURS PER PLAN. I I I —II - - - - - (4) �4 BARS 8 '� , i,` ■ ■ ■ I I —III `• f�f =i I I= O FINISH SURFACE ADJACENT PAVING, WHERE L =� • • �' �- 1Q REGULAR WEIGHT STANDARD CONCRETE BLOCK UNITS 116X8X16 R - -I 1= NOTE Vnc ■ OCCURS PER PLAN. CONFORMING TO THE STANDARD SPECIFICATIONS OR PUBLIC WORKS III -____ ■ ■ ■ ■ ■ ■ CONSTRUCTION. FILL ALL BLOCK CELLS SOLID W/ GROUT. - III - III - I I ( A SMOOTH TROWEL FINISH ALL PLASTER. • ® CONCRETE FOOTING PER SAN DIEGO AREA VII III1 =1 IITII III - III 7 6 o C�ommunit REGIONAL STANDARD DRAWING #C I1 = 1 II II - IIII I III -I� © THREADED RODS TO ATTACH PIER CAP TO COLUMN PER © INSTALL RETAINING WALL SEALER TO ALL BACK 9 III =_L -I t= MANUFACTURER'S RECOMMENDATIONS. 3 SURFACES OF COLUMN. ■ ■ • ■ ■ ■ O COMPACTED SUBGRADE PER SOILS REPORT. ✓rN 9 8 III -� © SEE SAN DIEGO AREA REGIONAL STANDARD ervlces 1 FILTER MATERIAL, 1" MAX. CRUSHED ", 1 =1 I- DRAWING #C -7 FOR MATERIALS AND ■ ■ ■ ■ ■ ■ AGGREGATE, 4 CU, FT. PER 4" DIA. DRAIN PER SAN DIEGO AREA REGIONAL STANDARD A CONSTRUCTION NOTES. Ikqartment DRAWING NC -8. APPLY ANTI - GRAFFITI COATING TO ALL ■ ■ ■ ■ ■ EXPOSED SURFACES. MASONRY RETAINING WALL B MAS C OLUMN ■ ■ w ■ LE END: --1 '— 1 LEGEND: 8 LEGEND: 8 ■ ■ ■ ■ O 16 GA. GALV. STEEL SIGN PAINTED W/ REFLECTORIZED PAINT PER NOTES BELOW, 1 16 GA, GALV. STEEL SIGN PAINTED W/ BLUE � 1 16 GA. GALV. STEEL SIGN PAINTED W/ BLUE INCLUDING FASTENERS. 4 No KING O REFLECTORIZED PAINT INCLUDING FASTENERS. 1 O REFLECTORIZED PAINT INCLUDING FASTENERS. 1 ■ ■ ■ ■ ■ O BORDER PAINTED W/ RED REFLECTORIZED PAINT O INTERNATIONAL SYMBOL OF ACCESSIBILITY & .eaw O INTERNATIONAL SYMBOL OF ACCESSIBILITY & FIRE 3 GRAPHICS PAINTED W/ WHITE REFLECTORIZED GRAPHICS PAINTED W/ WHITE REFLECTORIZED Ka.n 2 O GRAPHICS PAINTED W/ RED REFLECTORIZED PAINT LANE PAINT - GRAPHICS AS FOLLOWS: ACCESS VIA 2 PAINT - GRAPHICS AS FOLLOWS: ACCESSIBLE. ■ ■ ■ ■ ■ ■ - GRAPHICS AS FOLLOWS: PARKING - FIRE LANE. SEALANE DRIVE. 3 RED LETTERS ON WHITE BACKGROUND. 3 5 O 2 - M10 X 3/4" SELF TAPPING VANDAL PROOF O 2 - k10 X 3/4" SELF TAPPING VANDAL PROOF ■ ■ ■ ■ 111 ® GRAPHICS PAINTED W/ WHITE REFLECTORIZED SCREWS TO ATTACH SIGN TO POST. SCREWS TO ATTACH SIGN TO POST. PAINT - GRAPHICS AS FOLLOWS: NO. WHITE ® 2" DIA. STANDARD WEIGHT GALV. STEEL PIPE ® 2" DIA. STANDARD WEIGHT GALV. STEEL PIPE LETTERS ON RED BACKGROUND, POST. INSTALL CAP ON TOP. ■ ■ ■ ■ POST. INSTALL CAP ON TOP. O 5 2 - X110 X 3/4" SELF TAPPING VANDAL PROOF 6 O FINISH SURFACE OF PAVING OR FINISH GRADE � 4 SCREWS TO ATTACH SIGN TO POST. SO FINISH SURFACE OF PAVING OR FINISH GRADE 4 PER PLAN. ■ PER PLAN. ■ ■ • ■ © 5 2" DIA, STANDARD WEIGHT GALV. STEEL PIPE 7 © COMPACTED SUBGRADE. COMPACTED SUBGRADE. 5 © ■ ■ ■ POST. INSTALL CAP ON TOP, LOCATE 2' FROM 70 1' DIA. CONCRETE FOOTING. CURB LINE OR EDGE OF PAVEMENT. 70 1' DIA, CONCRETE FOOTING. ■ O ] FINISH GRADE OR FINISH SURFACE OF PAVING _ -_ -_ F ® 1" RADIUS TYP. PER PLAN (WHERE OCCURS), 1 III — III =I I= ® 1" RADIUS TYP. - -_ - - - ■ ■ ■ ® III I I Ed COMPACTED SUBGRADE. NOTE I III —III —I I —I NOTE _I N 1 -II =III- 111 111- - II - III - 111 111- 1 1 H CONTRACTOR SHALL SUBMIT SAMPLE OF SIGN TO 1 CONTRACTOR SHALL SUBMIT SAMPLE OF SIGN TO N 1 ■ ■ ■ ■ O 1' DIA. CONCRETE FOOTING, i CITY FOR REVIEW & APPROVAL. _11 6 CITY FOR REVIEW &APPROVAL. _II 6 ■ 10 1" RADIUS TYP. - - g LETTERING SHALL BE RAISED 1/3" & SHALL BE A 7 LETTERING SHALL BE RAISED 113" & SHALL BE A 7 ■ ■ ■ ■ SANS SERIF OR SIMPLE SERIF TYPEFACE. ALL SANS SERIF OR SIMPLE SERIF TYPEFACE. ALL - 1 1 1/2" STEEL ROD PIN THROUGH POST TO PREVENT -� I - - LETTERING SHALL BE UPPER CASE & SHALL BE - - / LETTERING SHALL BE UPPER CASE &SHALL BE -TTi -I i ROTATING. NOTE ACCOMPANIED BY GRADE 2 BRAILLE TO MEET - -� ACCOMPANIED BY GRADE 2 BRAILLE TO MEET ADA /TITLE 24 REQUIREMENTS. ADA /TITLE 24 REQUIREMENTS. ■ ■ ■ ■ CONTRACTOR SHALL SUBMIT SAMPLE OF SIGN TO CITY OF ENCINITAS FIRE DEPARTMENT FOR ■ REVIEW & APPROVAL. ■ ■ ■ FIRE SIGNAGE D ACCESSIBLE SIGNAGE E ACCESSIBLE SIGNAGE ■ ■ ■ LEGEND: LEGEND: 0 CONCRETE BENCH /RETAINING WALL. 4 1 —8 _ 3 5 4 1 1 \ \\ APPI�C)l i f_) ■ O REFLECTORIZED PAINT D FASTENERS. NERS. ° 1 1 / \� ® Z FINISHED GRADE PER PLAN. O INTERNATIONAL SYMBOL OF ACCESSIBILITY & O / / 1 ■ ■ ■.�{..�, 3 CONCRETE BENCH. 3 4 5 1 1 �� <v I 1 GRAPHICS PAINTED W/ WHITE REFLECTORIZED M ' w 2 2 a a • PAINT - GRAPHICS AS FOLLOWS: NOT ® N4 BARS O 8" O.C. TIE ALL BARS TOGETHER. (� I II ■ ■ ■ \ \' ■� �� • ACCESSIBLE. -. 3 / �p ■ O N4 BARS ®8" 0,C. CONTINUOUS. TIE ALL BARS TOGETHER, I 1 r• �1 �2') RLViS]O`3 O 2 - X110 X 3/4" SELF TAPPING VANDAL PROOF ■ :, �; • •: � N � �� SCREWS TO ATTACH SIGN TO POST, _ © FINISH SURFACE PAVING WHERE OCCURS PER PLAN. _ - i 1 No D BY RI;NIA K -1 11 = I I 1 ,� NOTE: ® 2" DIA. STANDARD WEIGHT GALV. STEEL PIPE O 1/2" DIAMETER X 24" LONG SMOOTH STEEL ROD CENTERED IN II— 1 —Fj 6 POST. INSTALL CAP ON TOP. CONCRETE SLAB ® 24" O.C. 1 — II -- O SMOOTH TROWEL FINISH ALL EXPOSED 1! �t I I E ,I SURFACES, SACK FINISH ALL SURFACES O FINISH SURFACE OF PAVING OR FINISH GRADE 4 ® EXPANSION JOINT PER DETAIL 'C', SHEET C - 2. PER PLAN. I I I i I COVERED BY FORMS. ■ ■ ■ ■ ■ ■ ■ N4 BARS ® 8" O.C. TIE ALL BARS TOGETHER. © COMPACTED SUBGRADE. 5 O CONSTRUCTION g - I= II = B PROVIDE 1" CHAMFER ON ALL EXPOSED 10 COMPACTED SUBGRADE PER SOILS REPORT. I 1I -1I1 —I EDGES. ■ ■ ■ ■ ■ ■ ■ ■ 70 1' DIA. CONCRETE FOOTING. w g I II I IIIIIIIIII © ALL BARS SHALL BE 2" CLEAR OF CONCRETE DETAILS 1/2" THICK STAINLESS STEEL BAR FACE PLATE, 3" LENGTH ( 1" RADIUS TYP. - - - ATTACHED TO FACE OF BENCH SEAT, SPACED O 3' O.C. SPACE 4 8 7 N SURFACE. ■ ■ ■ ■ ■ ■ ■ - NOTE I `,' III =III =I I =I EQUALLY ON BENCH SEAT FACE. TOP EDGE SHALL ANGLE W/ & I I QD PAINT ALL SURFACES PER SPECS. SUBMIT -I I 1 EI II =III I I I= FINISH FLUSH W/ BENCH SEAT TOP. GRIND ALL EDGES SMOOTH. COLOR SAMPLES FOR CITY REVIEW & CONTRACTOR SHALL SUBMIT SAMPLE OF SIGN TO c� II - III= APPROVAL. ■ ■ ■ ■ ■ ■ ■ ■ CITY FOR REVIEW & APPROVAL. = I 6 © 1 /2" DIAM. STANLESS STEEL ROD WELDED TO FACE PLATE. LENGTH I I= AS REQURIED TO WRAP 1ST X14 BAR IN BENCH SEAT. -' " -I O APPLY ANTI - GRAFFITI COATING TO ALL DRAWN ■ MG LETTERING SHALL BE RAISED 1/3" &SHALL BE A _{ /I III III -� EXPOSED CONCRETE SURFACES. SANS SERIF OR SIMPLE SERIF TYPEFACE. ALL LETTERING SHALL BE UPPER CASE & SHALL BE - ' - - O ALL STAINLESS STEEL SHALL BE GRADE 304. T�1 (A IFC. KF1) MGE ACCOMPANIED BY GRADE 2 BRAILLE TO MEET - III 1 i/1 ADA /TITLE 24 REQUIREMENTS. ■ ■ ■ ■ � t);S l E JULY 199$ ■ ��11 ACCESSIBLE SIGNAGE CONCRETE BENCH /RETAINING WALL 00 0 a ■ \£rc SHEET 4 '..ti!�. �_.r 0F 4 1M 11 ■ ■ ■ • i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5 10 -I l.t AIUA 1 1 V n L LuLIv L) SPRINKLERS ll kiUA I ION LLIJL ��u " CONSTRUCTION NOTES PATTERN /GPM SYMBOL MODEL /DESCRIPTION PSI RADIUS 360 270 240 150 120 gp DETAIL REMARKS SYMBOL MODEL /DESCRIPTION DETAIL REMARKS • Cj) IRRIGATION POINT OF CONNECTION. CONTRACTOR SHALL PAY ALL REQUIRED FEES, OBTAIN ALL REQUIRED PERMITS INSTALL W/ VANDAL PROOF MASTER VALVE - GRISWOLD P & COORDINATE INSTALLATION OF 1" WATER METER WITH n RAINBIRD 1804 - SAM - PRS -15F 25 14' 3.30 H CAP 'VPC'. MODEL 2000, 1-1/4" 1-1/2" -1 /2" SERVICE W/ SAN DIEGUITO WATER DISTRICT (760) Q 633 -2709, EXISTING STATIC WATER PRESSURE IS 56 PSI. INSTALL W/ VANDAL PROOF FLOW METER - CALSENSE MODEL CONTRACTOR SHALL VERIFY WORKING WATER PRESSURE C� RAINBIRD 1804— SAM — PRS —iSTT 25 u' 2.2t H CAP 'UPC'• F FM-1.258 ■ PRIOR TO BEGINNING IRRIGATION INSTALLATION. - -- �2) CONTRACTOR SHALL PAY ALL REQUIRED FEES & OBTAIN (1) RAINBIRD 1804— SAM — PRS -15H 25 14' 1.65 H INSTALL W/ VANDAL PROOF RAINBIRD PESB REMOTE C SIZE PER PLAN CAP 'VPC'. CONTROL VALVE _ REQUIRED PERMITS & COORDINATE: INSTALLATION OF - -- RAINBIRD PEES REMOTE CONTROL VALVE W /TECHFILTER & NETAFIM SIZE PER PLAN •" ELECTRICAL SERVICE WITH SDG &E (760) 480 -7622. RAINBIRD 1804- SAM - PRS -15T 25 INSTALL W/ VANDAL PROOF PRESSURE REGULATING VALVE TO OPERATE TECHLINE SYSTEMS. SEE D 14' 1.10 H CAP 'VPC'. SEE CONSTRUCTION NOTE © ELECTRICAL PEDESTAL WINDOW SHALL FACE SEALANE DRIVE. _ _ � CONSTRUCTION NOTE /4 FOR SIZING OF FILTE !t PR ESSURE REGULATOR. NUMBER 4 � 3 CONTRACTOR SHALL INSTALL 1" PVC SCH 40 CONDUIT W INSTALL W/ VANDAL PROOF BALL VALVE - WILKENS MODEL ■ % U RAINBIRD 1804- SAM -PRS -150 25 14' .83 H N G " 3/16" NYLON PULL ROPE FROM CONTROLLER TO NEAREST CAP VPC'. 850 - LINE SIZE. TELEPHONE SERVICE POINT PER TELCO REQUIREMENTS, COORDINATE PHONE SERVICE CONNECTION TO CONTROLLER. ® RAINBIRD 1804- SAM - PRS -15 VAN 25 14' VARIES H INSTALL W/ VANDAL PROOF O RAINBIRD 44NP QUICK COUPLER F LANDSCAPE ARCHITECTURE CONTRACTOR SHALL COORDINATE W/ PACIFIC BELL. (760) - -- _ - -_ - -- _ -- — — — CAP 'VPC'. VALVE 722 -7105 TO HAVE PHONE DROP INSTALLED, CITY WILL INSTALL W/ VANDAL PROOF INSTALL • EACH LOW POINT OF SYSTEM. PLANNING COORDINATE SERVICE ORDER (800) 310 -2355. CONDUIT (2 ) RAINBIRD 1804- SAM - PRS -12F 25 11' 2.40 H CAJ 'VPC'. O NETAFIM FLUSH FLUSH VALVE TL050MFV -1 LOCATIONS SHOWN ON PLAN ARE APPROXIMATE. ■ SHALL BE 18" BELOW FINISH GRADE. -- ------ - - - - -- — CONTRACTOR SHALL VERIFY IN FIELD. J 637 Arden Drive, Encinitas, CA, 92024 U B RAINBIRD 1404 BUBBLER 25 - 1.0 THIS NOT SHOWN ON PLANS. LOCATE • EACH HIGH (760) 944 -8463 C4 ) CONTRACTOR SHALL INSTALL TECHFILTER ON ALL VALVES � SHEET ® NETAFIM AIR /VACUUM RELIEF VALVE POINT ON EACH STATION. INSTALL A MINIMUM OF SUPPLYING TECHLINE TUBING, INSTALL TECHFILTER TLAVRV ONE PER FLUSH VALVE • HIGHPOINT OF SYSTEM. T M ■ ■ ■ ■ ■ ■ NDF075 -140 W/ VALVE N5 & NDF100 -140 W/ ALL OTHER VALVES OPERATING TECHLINE TUBING. CONTRACTOR SUPPLY HEADER — 3/4" CLASS 200 PVC INSTALL • 12' BELOW GRADE. 0 ■ ■ ■ ■ ■ ■ al SHALL INSTALL PRESSURE REGULATORS ON ALL VALVES NOTES: C o� SUPPLYING TECHLINE TUBING. INSTALL PRESSURE LEGEND REGULATOR MODEL NPRV075LF20 W/ VALVE #5 & MODEL O INSTALL ET GAGE AND ET GAGE •- •_• -, -, EXHAUST HEADER - 3/4" CLASS INSTALL • 12' BELOW GRADE. S PRV075HF25 W ALL OTHER VALVES SUPPLYING TECHLINE 0 HEAW CAGE STEEL MESH. ENCLOSURE PER 200 PVC TUBING. / (D STAINLESS STEEL ENCLOSURE MODEL ETCE. 1 MANUFACTURER'S RECOMMENDATKINS. INSTALL TECHLINE LATERALS • 16" ON ■ ■ ■ ■ Q CENTER, LAYOUT TECHLINE BEGINNING 3 Vnc O ET GAGE INSIDE ENCLOSURE MOUNTED TO ET 1 VERIFY FINAL LOCATION W/ 12" DRIPPER SPACING NETAFIM TECHLINE .g GPM L, M, N, R ■ O CONTRACTOR SHALL INSTALL WIRE SLEEVE SIZE AS GAGE MOUNTING BRACKET, 2 INSPE LLATI PRIOR TO FROM EDGE OF HARDSCAPE, REQUIRED PER LEGEND. 3 /4" PVC PVC C . 4O T -PINS W/ DRILLED HOLES FOR PADLOCKS. © 3/4" CONDUIT TO RUN ■ ■ ■ ■ • ■ ■ CONTINUOUS BACK TO PVC CLASS 200 LATERAL LINE INSTALL • 12' BELOW GRADE. I C�ommunit POUR CONCRETE I' ABOVE METAL BASE Of 3 CONTROLLER. / \ ENCLOSURE. SMOOTH TROWEL TOP OF BASE. CONTRACTOR SHALL INSTALL ALL CABLE AS REQUIRED t MAKE / .. •.. IRRIGATION MAINLINE - SCH 40 PVC INSTALL • 18' BELOW GRADE. � J1 ALL FINAL CONNECTIONS. I ■ ■ • ■ ■ ■ \iJ © FINISH GRADE, 1' BELOW 10P OF CONCRETE LEGEND n FOOTING. S ervices ■ 01 RUBBER DRAIN CAP, 4" DIAMETER. SECURE /- 7 COMPACTED SUBGRAOE. 1__._:i 4 ` �� - - - -- SIZE TWICE THE SIZE OF LATERAL, W/ 2 SET SCREWS. - _ _ _ 3 6 � � - SCH. 40 PVC SLEEVE MAINLINE OR WIRE BUNDLE. ■ ■ ■ ■ ■ ■ V FINISH GRADE.. — 2 O CONCRETE BASE, DEEP POURED IN PLACE \ IRRIGATION CONTROLLER: COASTGUARD MODEL FINAL LOCATION OF CONTROLLER J.J (.% artment CG BUBBLER HEAD, SEE LEGEND. TOP 1" = 1 9 3/4' PVC SWEEP ELL FOR PAIGE P- 7171 -D � CG- 22- E12R -G AS AVAILABLE THROUGH COAST A AS APPROVED BY THE CITY. BELOW FINISH GRADE. �J O CABLE IN CONDUIT 70 CONTROLLER. / ' \ © HV IRRIGATION ■ ■ ■ ■ ■ ■ ■ / — _ _ I , I FESCO MODEL 825Y - 1 -1/4" REDUCED C) SCH. BO PVC NIPPLE, LETH AS REQUIRED. 2 -= = r,;l •� .; REQUIRED. k PRESSURE BACKFLOW DEVICE B � III: 6 05 1/2" ANTI -DRAIN VALVE. CONSTRUCTION ■ ■ ■ ■ ■ -- 7 I CONTROLLER PEDESTAL ® 1' WATER METER OTE OB NATIVE SOIL. 8 T W/ 12" DEEP CONC. FT'G CONTRACTOR SHALL INSTALL ■ ■ ■ ■ ■ I• PVC LATERAL LINE. _ 1 ET GAGE 4" THICK CONCRETE PAD ET CALSENSE ETG - ET GAGE W/ ETGE - ET GAGE CONTRACTOR SH L RUN WILE CONNECTION IH, V 3 4' CONDUIT (16' BELOW F.C.) °; — t o CURB ENCLOSURE. CONDUIT TO CON1 LER A% REQUIRED. IS SHEET FR CONTROLLER TO ET GAGE ■ ■ ■ ■ `°/ DRILL THROUGH PIPE AS REQUIRED. ya 0 " I 1/2" PVC EL (S x T). • -- t1 ' �`Y y \ / l � i �_, `' 10 J i /N 1 11 S AMENDED BACKFILL. a 12 1 *�..� / \ \ , / 1 0 I ■ ■ ■ ■ 11) UNAMENDED NATIVE SOIL. 1 , i -'' , ''�' I �, C) 4 CIA. X 24" LONG PERFORATED PVC DRAIN t3 \� � 4 1 .I 5 PIPE, FILL W/ 3/4" GRAVEL TO BOTTOM OF ' L Z"1 1 CHECK VALVE. '''. 4 1" 6 '' ( ■ ■ ■ ■ ■ ■ 13 SHRUB ROOT BALL. 25 .5 7 & IM � v BUBBLER m 17 .5 MAP NO. 148 151.5 , .'.. 1 11 &3 ■ LOT 1 FM , MAP NO. 8441 ■ ■ ■ 1 21 1 / _ F :� / t.. rte, I��f^ lI A (F7 i I` 3 • 2" ``� 1 / "` 1 1 / _3 i 3/ - 1 LE 3 3 �4" � , E a T _ R /i 1 ; 1 _•— I Y4 _ -. -•� 1 I' ./ J / .ill _ 1 '1 '1�- !' ■ ■ ■ EXISTING WATER LINE IS SHALLOW IN THIS AREA _ \ ♦ \ �-�� - _ fi /i' /2« a 1 1 \'\ ` ' 1 (APPROXIMATELY 2 -3' TO TOP OF PIPE). r � w/r II 3/4 EXTREME CARE SHALL BE TAKEN IF ■ ■ ■ ■ ■ ■ 3/4 " I ♦• -- 6 - -3 __4 !" 1 4 I \ n + ` 3/4" OVER- EXCAVATION IS REQUIRED. CONTACT SAN ■ �... 3/4 \ \\ ♦ 1/2" V - X / sJ� II 1 �2,• .' ( "\ DIEGUITO WATER DISTRICT ® 760 633 - 2709 , \ ,' �/ I I AT EAT 4 HOURS PRIOR TO STARTING WORK ■ ■ ■ {{:�� ♦♦! 3 �''�'t` \ \\ �� / 4 - 3/4" 1 /2 „ 3 r � IN THIS AREA. It `rY 1 t ; 3 4' R° \ ' = ; GENERAL NOTES: .� , « ■ ♦ 3 ; r; \♦ 7 112" \ 1 1 2 -1 4 „ 1 -1/4' 3/4 —3 4„ 3 /?' ,' ALL TREES SHALL BE INSTALLED PRIOR TO BEGINING - ( _ / 2 , ' / / „ ', INSTALLATION OF DRIPPER TUBING. /I _. k� ■ ■ / % 3 „' * / 7 3. ' ;l, © CONTRACTOR SHALL INSTALL DRIPPER TUBING WITHIN 3" OF i to �..� 1 CONCRETE WALKS, CURBS AND OTHER HARDSCAPE ITEMS Rf STARTING 1 2' 4 �/ V „ /4' 1 1 �" CONTRACTOR SHALL INSTALL ALL VALVES &VALVE BOXES O ry ]'f? ■ $Y ■ F 1A FZ [C rr IN SHRUB AREAS. a • ^ QD SEE SHEET 1 -2 FOR IRRIGATION DETAILS. 3 1-1/4" 1 Vii , •• t 'I '• `y� 3 r^r ' L,..L r J"l r L•._y 'I. P it- ■ ■ 2 " -- L I ; 3 4' r O 6.Rs WI"(E111.1 {� OIL T►��. l ■ ■ • ■ ■ r . 3..L.�• r I / _. .. 6&1X4 / 'ro k5� 'ft�'IPoK,lRaL I�V , -1 4 3 =r ,.•. rt - -- - - - -- 1 r&1 T IRRIGATION ■ _ . rr 104114 r�6PI WOT o � �� 1 �4 V1 �r�. _ e PLAN r - - LOT 1 3 i M '1 , T BLK 5 1o' 1 3 AP N0, 48 NORTH o' M wl ,e 2 LOT 16 Z 1 22 1.5" DkA\ MGE MAP LNO 35 48 z n 22 ;I ' ■ ' H C, 4,`K[ ■ ■ ■ ■ ■ ■ (D .. .11 ' M G E 3 VALVE STATION NUMBER ■ GALLONS PER MINUTE 22 ,5 VALVE SIZE I ■ ■ ■ ■ C' fTl ,1 D. TE. JULY 1998 , r ! i 1 � C CEF. i 1'F 2 l� id Wt COt� =• 'j ■ ■ .._ ■ ■ . ■ ■ ■ ■ . , ■ ; . ' ■ ■ ■ . ', ■ � Scale. 1" = 10'- 011 ■ I p 6 17 3 4 S ■ /� — lJ LEGEND O STAI SEE LEGEND 1 LEGEND ■ O RADIO REMOTE ADAPTERS. 1 I( 30 -INCH LINEAR LENGTH OF S 8 WIRE COILED 2 18 O 2 WATER PROOF CONNECTION Ir IRRIGATION CONTROLLER PER LEGEND, 10 30'�IyIAX. 9 I a 3 + (I OF 2) °. O -OFF SWITCH FOR L PVC MAINLINE REMOTE CONTROL J 4" PRV 1" SCH BO J 3 ID TAG VALVE / UNION CFCI TYPE SWITCH W/ ON 3 CONTROLLER. / -. + 4vALVE BOX WITH LOCKING COVER: - 6 PER SPECS. ) PIPING 12" x 18" DISC 1" SCH 80 ■ O5 TERMINAL STRIP FOR CONTROL WIRES. 4 _ I4 IJEI 8 FINISH GRADE /TOP OF MULCH (TYP.) VALVE BOX FILTER UNION 66 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR :L( - jT� l( 7 ^ 6 RE PER LEGEND& SPECS WIRES. 5 6 13 II I LLln -' � 7 BRASS NIPPLE, TYP. 0 .. O7 EPDXY SEALANT 2 7 16 IS 12 Il '1 LANDSCAPE ARCHITECTURE 14 6 PVC SCH 40 ELL 8 CONCRETE PAD AS PER CONTROLLER 3 I _� " 10 S Pv SCH 6D NIPPLE PLANNING O LEGEND NOTES: `( LENGTH As REQUIRED) ENCLOSURE MANUFACTUER'S SPECS. & PUN. • 2" MINIMUM O FINISH GRADE O INSTALL BACKFLOW PERIMNTER 10 BRICK (1 OF 4) CLEAR 637 Arden Drive, Encinitas, CA, 92024 O FINISH GRADE y QCONC. PAD 4" THICK AS REOURIED BY LOCAL CODES 11 PVC MAINLINE PIPE F (7 944.8463 Q O R/P DEVICE. SEE LEGEND. k HEALTH DEPARTMENT. 10 3" PVC ELECTRICAL SWEEP FOR LOW VOLTAGE • 10 BRASS BALL VALVE, TYP. CONTRACTOR SHALL VERIFY 12 SCH 60 NIPPLE (2 -INCH i r�! ,} ((n1� { v�_ } ,�^ + / w - �((1]]v,�� CONTROL WIRES. �- -� 11 O BRASS NIPPLES MIN. +', TYP. O LOCAL REOUIREMENTS PRIOR TO LENGTH, HIDDEN) AND � .i•I•V�d•'Q•dO' UM -■ ■ ■ ■ ■ ■ (BRASS ELL. 4 REQUIRED. INSTALLATION. SCH 40 ELL .n!�/T`P1,.n1�Ilri'r1, .7nu- `P�- 41'.7n1'- yKTI!' O 11 1" PVC ELECTRICAL SWEEP FOR 110 VOLT BACXFLCW ENCLOSURE PER LEGEND. 8 VERIFY FINAL LOCATION w/ 1] a 16 n 7 U I2 n 13 PVC SCH 40 TEE OR ELL (PRESSURE REGULATOR IF SPECIFIED. INSPECTOR PRIOR TO Q j Q jJJ� n ��[�� n p p j p j p j]] J jjj �� ]]] p �� jjj )))QQQ POWER WIRES. 9 INSTALLATION. 14 PVC SCH 40 FEMALE ADAPTER " Y 1 O BRASS UNION, 2 REQUIRED. - j n 1 BRASS RISERS, LENGTH AS REQUIRED. 4 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. 15 PVC LATERAL PIPE ■ C 3/4" X fl6" COPPER GROUND ROD. CONNECT 11 MAR4UNE TO IRRIGATION SYSTEMS PER SPECS. BRICK SUPPORT 1 CU. FT. PEA 12" x 1i!" PVC O"}- AS PER MANUFACTURER'S RECOMMENDATIONS. 3 02SCH. 80 PVC FEMALE ADAPTER. 16 6.0 -INCH MINIMUM DEPTH OF (1 - EA. CORNER GRAVEL SUMP VALVE BOX LATERAL LINE Il 1 3/4 - INCH WASHED GRAVEL © SCAR. 60 PVC NIPPLE, 6" MIN. LENGTH. 14 BRASS UNION BRICK SUPPORT L 1 CU. FT. PEA ■ ■ ■ ■ 13 1" PVC SWEEP FOR TELEPHONE CONNECTION. PLASTIC RECTANGULAR VALVE BOX WITHOUT UD. SET TOP FLUSH W/ Q • SEE PUN NOTES. 0 GOING. SURFACE. (1- EA. CORNER) GRAVEL SUMP ncinitas 16 3 MAINUNE C PER FILL SPECS. 1' OF TOP. ■ 14 3/4" PVC SWEEP FOR MASTER VALVE WIRES, WYE STRAINER W/ 30 MESH MONEL SCREEN. CHAMPION 'HB' HOSE RIB W/ CHAMPION 'HVB -111' HO SE VACUUM BREAKER. REMOTE CONTROL REMOTE CONTOL ■ C�ommunit CONTROLLER BACKFL0W VALVE VALVE FOR DRIP DISC FILTER S�erVices LEGEND COVER LEGEND LEGEND LEGEND I BIIR. / DRDDND ECOA 1 y y( pK I 4 10 2 FIMW GRADE/TDP or MULCH /t/ (,, FINISH GRADE ■ �qartment ■ O RO IOCIL V j P SPECS. �� 117 j /2" • M1 l�L'M 60 NYPR�LE�t011 MIMKIER L T 2O LATERAL UK - SEE SRC{. ■ ■ ■ ■ HEAT BRAND "OW ONTO LID. �y 1 SPRSR4RR ow YZt, HEAT GRAND OMO LE. J COMPACTED EARTH O FINISH GIMOE /TOP Of MULCH , (LENGTH AS NEDUMIEO, +• MIN.) - O FINISH GRADE O FINISH OMOE/TOP OF MULCH 2 OS PAC SON 40 EL XECS + O PRESSURE MVNUME - SEE SPECS. O DU cOwLER VKVE: V uR SIZE s. VALVE BOX 'SEE RR SS STEEL CLAMP S k !PEG{, 3 O ML WL 12 Q WC SCH 40 STREET EL T O! coNiRa RIRO - SEE SPECS. ]T ROUND ■ ■ ■ ■ ■ 12' MAX STAINLESS 4 RR ItOENO T SPECS. T O C BCH 0 MILT . T ( TRENCH S' MIN. 2 MIN' • 1 MO NIPPLE OSRASS NIPPLE, TYP, PVC SCH 40 F . M. 7 PAC SCN q ! . S . T TEE 011 7 . T L ' FEMALE ADAPTER 1J + �mrINIS - LAT[RAL . EPRINxLER INLET . 7 NACKFILL PER SPECS. . SPECS O LINE FLUSHING ■ ■ ■ ■ ■ LENGTH AS REQUIRED. O•RIGI (I M 4) S PVC LATERAL PPE INCH WASHED O VALVE TLOSOMFV 06.0 -INCH YNINWM DE PTH OF L • DRUM NOTES: 2 ]/4 -RAK _ { U �_ O7 BRICK (1 OF Q 8 ' J" MIN. O MNNUME FITTING Of 0 f S SA-RCN MMIRILN DEPTH OF 6 It { f 1 10 IIALX OR CUM • 4' SE PARA T ION ALL ABED NIN 1 SMALL K 1 J /4-•141 WASAI[D oRAAC PAC SCH b NIPPLE a �o.� ww w/ TAM AD TERC FEMALE ■ ■ ■ ■ T f OG Pc MAINLINE PIPE PC Pwc > (� y � 0 r -•) IS VIEW AND PIPING ® #4 v 34 LENGTH NEW STAKE ® UNINSTIIRe[D SON. ' 11 PASS SO DEGREE ELL ANTI VALVE (K[ NOTE '0') S ■ ■ ■ ■ 1 T 1© BRASS 90 DEGREE STREET ELL 4 ] 1 1 1 • Y IN SIRUe ARW, RUSH IN LAWN ARW. All 2 N TURF AAREAS P RICK SUPPORTS • 1© NMSS NIPPLE - S' MIN. LENGTH ' IN SON AXE _ (THREE) 36" SECTION VIEW NOTE: I 14 ACTED EARTH A. VK WAIN TAPE ON MALE PIPE ( NOTES: 3/4" GRAVEL COMP O • MA 5 MEAN PINNE f. nC A SI I ALL IISIMO DIAMETER) ■ ■ ■ ■ ■ ■ n•IUw PRO PC a M ULAN, rw{ Fy SUMP R) II WIM TO COVER LEA FRA YS REA M111BIIT S NSN51NAY ONTO - AIAOC S tL Y YY J ' PAVW FEROtS, RIME OR NIR91015. C 9 It 3 I7 1 INSTALL AJ VWMLRR MEA A LUI W/ G IN 1 ■ ■ ■ ■ "IU• / COMING DOW AREAS. PLAN VIEW VALVE AS MEOUMEO TO 0 2' IN SHRUB AREAS, FLUSH IN LAWN AREAS. E r PR PRKNT LOW M MAN AR. INSTALLATION BOX SHALL K INSTALLED IN ORDER TO ALLOW 4 TO SE HQAMED N 110 PRICE WITHOUT USE TEFLON TAPE ON ALL THREADED �) FOR PROPER OPERATION [ O• � S VE. AOOMONAL CT TO NE OWNER. ■ ■ ■ ■ FImNC3, TYPICAL. PLAN VIEW Fp VKVE O 10 PE N 6DK. DICK COUPLER � ■ � • ALVE BALL VALVE 4" POP -UP TRENCHING FLUSH VALVE ■ ■ I L ■ I \ r 4REA PERIMETER LINE FLUSHING VAI.vE PLUMBED TO PVC REMOTE CONTROL LF ■ ■ / LINE FLUSHING VALVE LF I ` FILTER AND PM / PLUMBED TO PVC FINISH GRADE Q DO , 1 — — — — — — / AREA PERIMETER T•chlin4 START CONNECTION Techline 180 2 -WAY TEE MULCH PER SPECS • ■ ■ ■ ■ PVC SUPPLY HEADER // — EXHAUST HEADER o �O Techline TUBING - - - �l 1 ELL TEE T•oNNI• LATERAL — T•chlin• TEE , T4chlln• START / TUBING Q Q ■ ■ ■ ■ CONNECTOR T•ohUno LATERAL TUNING Toohl � START 1� O LEGEND I MALE ADAPTER / TION R PL� TO UEF VALVE ° OI UNDISTUMD SOIL / MATE (( W" POINT) TRchlinR TUBING LATERAL ONE AT EACH MOM POINT) OCDNCRETE THRUST BLOCK I / EXHAUST HEADER BLANK TURBID CENTERED ■ ■ ■ FITTING (TYPICAL) AREA PERIMETER / ON MOUND OR BERM SEE SPEC ■ ■ ■ Tool I TEE 3/4" SCH BO PVC NIPPLE— S ,! ■ _ O+ NAIIlL.l11C M[ (MALI) I AME / ON MOUND 011 (TYPICAL) CE NTERED 45' ELL (TRENCH I I IK l� / PVC TEE (SxSxT) H &H IN I I VKK (� PVC PIPING NOT I 6(ANI( \ T«IRn• AT EACH ■ ■ ■ ■ ■ ■ O CONCRETE SMALL K I]0 -C -2000. I rLANI( T•ON TUBWE \ \ \ i HIGH PORK) MM RM) CENTERED ON MOUND OR ■ O SUML LNIO IIR AND LAWN SHALL RECEIVE I I \ \ I SUPPLY HEADER SUPPLY HEADER C TMOUST R D NKS RIRT SHALL K I CUBIC FOOT OF CONCRETE. NR I WC EXHAUST HEADER S MALL NOT K ENFAKO IN CONCRETE. REMOTE CONTROL REMO TE CON TRQL V ALVE WITH D WRAP PLASTIC FITTINGS AND RAPE USING HACK INS TAR. \ \ IL AND M' DISC FILTER AND PRV O CONCRETE SHALL NOT TOUCH PIPE FImNO S 3 FROM EDGE PIPE. PERIMETER LATERALS J — ` ■ ■ ■ ■,. „ � ■ W Al'rWRuvl:u LP 1 TO PVC ■ T•chlims 'END FEED LAYOUt r/t ■ ■ ■ ■ ■ r ■ T TYPICAL LAYOUT TYPICAL LAYOUT SUPPLY HEADER A ■ ■ ■ - ■ THRUST BLOCKS TYPICAL LAYOUT ■ NOTE: I�.FA ISI(.ON LEGEND ■ ■ ■ ■ ■ ■ ■ INSTALL CONTROL VALVES LEGEND O1 FINISH GRADE IN TURF AREA. (D A MINIMUM OF ONE FOOT , APART IN SHRUB AREAS O Techline TEE * ' C � I] �� F '� - 1 1 FINISHED GRADE IN TURF AREAS. �2 VALVE BOX PER SPECS. 2 ■ ■ ■ ■ ■ ■ ■ UNLESS OTHERWISENOTED. FINISH GRADE O MASTER CONTROL VALVE PER LEGEND. USE 45 DECREE ELLS TO O VALVE BOX PER SPECS, I II 6" ROUND BE ACHIEVE MAINLINE DEPTH O FLOW SENSOR PER LEGEND. VALVE OX ■ ■ ■ ■ ■ ■ (■ O FINISH GRADE IN SHRUB AREAS. FROM UP- STREAM SIDE OF THE MASTER VALVE O FINISH GRADE IN SHRUB AREAS. 3 , hfne TUBING / U5 WIRE CONNECTORS. ASSEMBLY. RELIEF VALVE 3 �6 VALVE ID TAGS. OS WIRE CONNECTORS Techline 3 4" J _ . _ .. o BLANK Techline IRRIGATION ,.. .,. L 4 MALE ADAPTER TUBING 3/4 "M x 1/2 "F REDO -� �- chline CROSS BUSHING ■ ■ ■ ■ ■ ■ ■ E! A. _ /:l Og PVC MAINLINE PIPE PER SPECS. TR- _i - - TEE O7 PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED. - W - � - - - ��JJ 1 lllllTF(� -�j'� 4• MH. O _ PVC TEE (SxSxT) — DETAILS ■ �- -1 7 BRICK SUPPORTS. 17 • - - Techline w 2 -WA O PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. 4• -' - 5 O 111 II II PVC PIPING ADAPTER TEE . O9 BRICK SUPPORTS. LANDSCAPE FABRIC. - — RICK SUPPORTS —► o AL u� u u ■ ■ ■ ■ ■ ■ ■ THREE) 3/4" ROCK, 3 CU. FT. FLOW- 10 BRASS UNION. { O echline TUBING a e - 10 PVC MAINLINE PIPE TO MASTER VALVE t• w. Techline ELBOW —� I I 3//4" CRUSHE 11 BRASS NIPPLE, TYP, PER SPECS k PLAN. _ GRAVELSUMP CU. LANDSCAPE FABRIC. ■ ■ ■ ■ ■ ■ ■ CROSS.. Techline TUBING Alt, W v RAGE ■ t O NOTE: Techline TUBING ■ ■ ■ ■ ■ ■ 12 INSTALL FLOW SENSOR AS PER THE � 6 ' 13 3/4" ROCK. 3 CU. FT, 9 MANUFACTUER'S RECOMMENDATONS, WIRE TO • IRRIGATION CONTROLLER. ELBOW C.. HFCKlal.) MGE 14 PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. 14 10 USE 45 DEGREE ELLS TO ACHIEVE MAINLINE 10 9 7 •' •' 13 11 DEPTH ON THE DOWN- STREAM SIDE OF THE 12 ■ FLOW SENSOR. DRIPPER TUBING EXHAUST AIR VACUUM 1 ' JULY 1998 MASTER VALVE i FLOW SENSOR FITTINGS HEADER RELIEF VALVE a I �,_■ 2 0 2 'F.. i •. E.( _O ;; \., ,`n' I '�)'e K, �� %.CjW {... . `_C?I' 'd '� � Jr.S PLANT LEGEND: 0 GENERAL NOTES Scientific Name Common Name Size Detail Contractor shall install a 3" minimum depth layer of Type 1 mulch in all Ficus rubiginosa Rustyleaf Fig 36" Box multi —trunk D planted areas with the exception of turf ■ `o o�om� / _ Meterosideros excelsus New Zealand Christmas Tree 15 Gallon A / B / C areas, N — Melaleuca nesophila Pink Melaleuca 15 Gallon A /B /C P644iS 6�E IP C.•+uro"K.JCE ; E + GOA.P tg. 'l` ,w of — TWb E{Jclwwv I,IIJIGIPAy, Prunus ilicifolio Hollyleaf Cherry 15 Gallon A /B /C� + -- — Pinus torreyana Torrey Pine 15 Gallon A /B /C LANDSCAPE ARCHITECTURE Ficus rubiginosa Rustyleaf Fig 15 Gallon standard A/C PLANNING CiStuS purpureus Orchid Rock Rose 5 Gallon E/F 0 637 Arden Drive, Encinitas, A, 24 (760) 944 -8463 Echium fastuosum Pride of Madeira 5 Gallon E/F r ■ ■ ■ ■ ■ ■ ■ ® Salvia leucantha Bush sage 5 Gallon E/F Ficus pumilo Fig Vine 1 Gallon E i C a t o s of Limonium perezii Perennial Limonium 1 Gallon -24 O.C. E/F ■ ■ E ■ ■ Encinitas Ceanothus griseus horizontalis Carmel creeper 1 Gallon -48" O.C. E/F _ _ 1 II n -4 ■ Communit ___ -____ Myoporum pary fol um P 'Pink' Pink Myoporum Ga o 8 0 C. E/F ■ ■ ■ ■ ar ■ Myoporum 'Pacifica' Pacific Saltbush 1 Gallon -48" O.C. E/F ►Jervlces Turf - Variety "Eden" Rye /Fescue Blend Hydroseed per specs ■ LSe ■ artrrie a ■ s1 Rx . y Mulch Per specs • Bougainvillea 'San Diego Red' Bougainvillea 5 Gallon E/F ■ ■ ■ ■ ■ ■ CZ't Contractor shall train Bougainvillea to W I fence using City approved ties. Provide ■ ■ ■ ■ i quantity of ties as directed by City. ■ ■ ■ ■ i LOT 8 K 34 ■ ■ ■ ■ ■ 'i A 148 ot FN i 1 _ - 1 -- rn ■ ■ ■ ■ LOT 1 �,!� -_ _ • __ ■ ■ ■ MAP NO, 84 - - - -- - -- f -- . Ty L F _ �1_ _ ■ ■ ■ ■ I 1 RE -- - - - - -— ', �y '— ■ ■ ■ WATER � , �. � ... '/ �1 y \ II — �- � — _ _ w EXISTING WAT i - --------- - - - - -- - - - - -- ti I r f 1 I LINE IS ■ ■ ■ I - SHALLOW IN TH IS AREA (APPROXIMATELY 2' -3" TO TOP Ili elf I I l ;' :: I OF PIPE), EXTREME CARE ■ ■ ■ ■ ■ ■ / - - -- -- - ' SHALL BE TAKEN I r , r' OVER - EXCAVATION IS REQUIRED, ■ ■ ■ CONTACT SAN DIEGUITO WATER 1 1 0 6 - - DISTRICT (76p) 633 -2709 '� I I APPkOVI C) ■ S�� _ i I 1 I _ _ _ AT LEAST 48 HOURS PRIOR TO 9 q� _- - - -- 'i STARTING WORK IN THIS AREA, ■ ■ ■ l?! ,';� ■ ■ C� _ - ° T tirt, - „ tt„ry PLANTING R.JWF-P NW.146 A6,*, L I -= _ = = - -- = =_ // � T �� /ll I1�� ; ■ PLAN■ ■ ■ H- fI�DoSIF- E•uir� hs`f LI - - -- - - -- -- -- --- ^._ �o \� II II \\ BILK 35 \ \� /// C . ■ ■ ■ ■ ■ ■ ■ MAP NO 148 - - � \ / � III 1 � NORTH Iu GoHP� IbWC� �J/ Go{a hi ri ei 1 - -- - �L .� � ��-Tou No. p�� LC�'Y III z ■ ■ ■ ■ ■ ■ (I p I U 6A W0 fK? I N u'f�,ivT) __ ... go. B I T MAP N0. 148 ��I`Aw PME - ■ ■ ■ ■ ■ ■ ■ � `HI,c'K1U MGE ■ ■ ■ ■ ■ �n� D `, I'F JULY 1998 ■ ■' ■ Scale: 1" = 10'- 0 11 S la, F' ■'F 2 5610mi I yo ■ ° o ° ° ° r ° 0 :Ad LEGEND ° LEGEND 1 .i ••`• O TREE PER PUN. I )' ; : 'o ° o o � $ .i ° tO TREE PER PUN. LEGEND EARTH WATERING BASIN (RAKE v� 2O EARTH WATERING BASIN $ a�' 1O CONCRETE PAVING WHERE OCCURS ■ g SMOOTH PRIOR TO SEEDING IN 9 •� ° HYDROSEED AREAS; AT END OF O CUT INTO SLOPE TO CREATE LEVEL BASIN. ' C.) PUNTING AREA PUNT ESTABLISHMENT PERIOD b INSTALL JUTE NETTING PER 9a FOR ALL REMAINING BASINS). n SPECIFICATIONS WHERE PFOUIREO BY G / CONCRETE CURB WHERE OCCURS LANDSCAPE ARCHITECTURE FINISH GRADE. SPECIFICATIONS. INSTALL ROOT CONTROL BARRIER WHEREVER PAVING lU � O to _ O 21 GRAM PUNT TABLETS OR STRUCTURES OCCUR WITHIN 6 OF TREES. PLANNING -- A O 21 GRAM PUNT TABLETS O 5 GAL - 3, 15 GAL - 5, 24" BOX - 6. INSTALL "DEEP ROOT" ROOT CONTROL BARRIER 5 GAL - 3, 15 GAL - 5, 24" BOX B. (UB -24 -2) OR CITY APPROVED EQUAL, AVAILABLE 637 Arden Drive, Encinitas, CA, 92024 O ROOT ; 5U ROOTBALL (SET CROWN +/ - 3" FROM DEEP ROOT CORPORATION (800 -458- 7868). AB BALL (SET CROWN +/- 3' ABOVE FINISH GRADE). (760) 944-8463 ABOVVE E FINISH GRADE). 2 EACH TREE SHALL RECEIVE A MINIMUM LENGTH OF COMPACTED BACKFILL MIX (PER 10' OF BARRIER. BARRIER SHALL BE INSTALLED ■ ■ ■ ■ ■ ■ ■ U COMPACTED BACKFILL MIX (PER PLANTING SPECS /NOTES). CENTERED ON TREE TRUNK AT 90 DEGREE ANGLE. �� PLANTING SPECS /N ^TES). 2 3 TREE WELLS AND NARROW PLANTING AREAS LESS ■ O 12 O UNDISTURBED NATIVE SOIL. 1 THAN 10' SHALL RECEIVE BARRIERS ON ALL UNDISTURBED NATIVE SOIL. EDGES. install PER MANUFACTURER'S ■ ■ r /� ■ ■ ■ TRIM TOP OF STAKES BELOW RECOMMENDATIONS. C ity O} O TRIM TOP OF STAKES BELOW 8 LOWEST BRANCHES TO PREVENT 1 1 LOWEST BRANCHES TO PREVENT If DAMAGE. INSTALL TOP EDGE OF BARRIER 1/2" ABOVE FINISH DAMAGE. G RADE k 1/2' BELOW FINISH SURFACE OF ■ ■ ■ NO PENETRATIONS IN THE i I O CROSS TIE BETWEEN STAKE AND O TREE PER PLANTING SPECS /NOTES. ROOT ADJAC BAMIER SMALL BE MADE. ALL IRRIGATION 9 nc i n q 1ta m s CROSS TIE BETWEEN STAKE AND ■ 4 6 TREE PER PLANTING SPECS /NOTES. q LINES SHALL BE LOCATED BELOW THE ROOT x 10 6 10 2" DIA. X 10' LONG LODGE POLE BARRIER. ■ ■ ■ ■ s ■ ■ S 2" DIA. X 10' LONG LODGE POLE _ _ � � STAKES (INSTALL WIDER THAN 4 STAKES (INSTALL WIDER THAN S L--� 7 1 ROOTBALL). 4 O COMPACTED OR NATIVE SOIL C�ommunit 11 ROOTBALL) 11 ARBOR GUARD IN TURF AREAS ONLY. I S ■ ■ ■ ■ ■ �.xaorew.ou. ARBOR GUARD IN TURF AREAS ONLY. 2xa ALL DIA. L 12 FINISH GRADE. gervices ■ TREE PLANTING TREE PLANTING -SLOPE ROOT CONTROL BARRIER ■ Ike ■ artment ■ 0 ■ r ■ ■ r 0 i ° ■ Pp�� g o T PUN VI W E ■ ■ ■ r 0 0 o ° ■ `' '' LEGEND ■ ■ r r �'• O (3) 2" DIAM, X 10' LODGEPOLE PINE J ■ ■ ■ ■ ■ ■ STAKES (INSTALL WIDER THAN ROOT BALL) 1 s O C INCH TIE, SECU TO STAKE WITH 1 � k�� •° I ■ ■ ■ ■ LEGEND LEGEND ■ 2 Q3 BACKFILL PER SPECS, 6 2 SHRUB OR VINE PER PUN. 2 PLAN. ° i SHRUB, GROUNDCOVER OR VINE PER Ql 4 3" PERFORATED PVC PIPE k SLIP CAP ■ ■ ■ ■ 3 7 WITH GRAVEL PER PUNTING PUN' 02 EARTH WATERING BASIN (RAKE O2 EARTH WATERING BASIN O— SMOOTH PRIOR TO SEEDING IN O TREE PER PLAN HYDROSEED AREAS; AT END Of O CUT INTO SLOPE TO CREATE ° ~ LEVEL BASIN. INSTALL JUTE NETTING PLANT ESTABLISHMENT PERIOD ■ ■ ■ ■ ■ ■ _ © EARTH WATERING BASIN ''"'' FOR ALL REMAINING BASINS). 8 WHERE PER SPECIFICATIONS WHERE T 3" BASIN LEVEL AREAS, 6" BASIN - ''»''' REQUIRED BY SEPCIFICATIONS. x - SLOPES Q FINISH GRADE. I S P LANT TAB 3, 5 GAL - 1 GAL - 6, 15 GAL 9. ■ ■ ■ \ _ ; ; O FINISH GRADE ® 7 GRAM PUNT TABLETS 4 4 i • t GAL- 3, 5 GAL 6. 15 GAL - 9. 1 8 21 GRAM PUNT TABLETS 6 6 ROOTBALL (SET CROWN +/- 3" I O 24" BOX -8 36" BOX - 10 3 QS ROOTBALL (SET CROWN +/- 3" S _ ABOVE FINISH GRADE). ■ r ■ 9 7 ABOVE FINISH GRADE). I II 7 1, O UNDISTURBED NATIVE SOIL © COMPACTED BACKFILL MIX (PER 4 © COMPACTED BACKFILL MIX (PER 2 x ROOTBALL DIA. PLANTING x R T N NTING SPECS /NOTES). PUNTING SPECS /NOTES). �' Q7 UNDISTURBED NATIVE SOIL. 2X ROOTBALL O7 ■ ■ ■ ■ UNDISTURBED NATIVE SOIL. O FINISH GRADE. MULTI -TRUNK TREE SHRUB PLANTING F SHRUB PLANTING -SLOPE ■ ■ ■ ■ ■ ICA ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ AV! 0 i-L) NO DATE fill R 1, 11.1 111[ ■ ��_� r ■ ■ ■ ■ ■ r ■ ■ r ■ r w tr IM1 ■ ■ M ■ ■ M PLANTING ■ ■ ■ ■ ■ ■ ■ DETAILS ■ ■ ■ IN ■ ■ w DI.',A WN MGE ■ ■ ■ ■ ■ r ■ z i.:`HLIC:KE D MGE A D ATF JULY 1998 � ■ r ■ ■ SHEET 2 OF 2 5610 -I I�