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7926 GREYSTONE HOMES , INC . 0 SHEET IN EX 5780 FLEET STREET SUITE 300 D SHEET SHEET TITLE S 44 L� � TITLE SHEET CARLSBAD , CALIFORNIA 92008 45 L -� GRADING PLAN & GRADING NOTES 46 CONSTRUCTION PLAN 47 c CONSTRUCTION PLAN - TOT LOT 48 ° CONSTRUCTION PLAN - SKATE BOARD / ART DISPLAY AREAS (760) 49t2 ! CONSTRUCTION DETAILS 804 � 7700 50 �-Z CONSTRUCTION DETAILS 615-3 CONSTRUCTION DETAILS 52 -5�4 CONSTRUCTION DETAILS 536-,5— CONSTRUCTION NOTES 54 IRRIGATION PLAN 55'5 j IRRIGATION DETAILS 0 W5- IRRIGATION NOTES 57 y IRRIGATION NOTES LEUCADIA OAKS PARK 581�� IRRIGATION NOTES 59 �' PLANTING PLAN - TREES 5 GROUNDCOVER 6062- PLANTING PLAN - SHRUBS & VINES AT VULCAN 61 & -� PLANTING DETAILS AVE . & SANFORD ST. 62 6 � PLANTING NOTES co 0 0 U) ENCINITAS , CALIFORNIA VICINITY MAP LANDSCAPE PLANS NOT TO SCALE m NORTH h 0 LA 0p9TA SIT. N1�t � 9t 7 DECLARA T/ON OF RESPONSIBLE CHARGE APPLICABLE TO SHEET 45 , GRADING PLAN ONLY. / HEREBY DECLARE THAT / AM THE ENGINEER OF WORK FOR THIS PROJECT, T/LAT / HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEf7NED IN SECRON 6703 OF THE BUS/NESS AND PROFESSIONS CODE, AND TMT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. L EXAPIA / UNDERSTAND THAT THE CHECK OF PROJECT DRAW/NGS AND SPECIf 7CA 7701VS BY PN CITY OF ENCINITAS IS CONf7NED TO A REVIEW ONLY AND DOES NOT REZ/EVE ME, t�g AS ENGINEER OR WORK, OF MY RESPONS/B/LIT/ES FOR PROJECT DESIGN. � S8&0, INC. 3615 KEARNY VILLA ROAD, SU17F 201 J. SAN DIEGO, CALIFORNIA 92123 (858) 560-1141 Na47Wn BY • 4, 1�/ba • Ciyll,. DANIEL J. O'ROURKE R.C.E. 47677 DATE L UCADIA COUNTY WATER DISTRICT SAN DIEGUITO WATER DISTRICT COMMUNITY SERVICES DEPARTMENT ENCINITAS FIRE PROTECTION DISTRICT c•ft%owry atiVRILrP — BY •L �PGEZ6S�y� � By: U 1�tJ/r �AA�� BY: BY.Q ��l� lT 1 DATE: mZ//OZ DATE: 3t 0 OZ DATE: 3 [Zo/0Z DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE _ DESIGNED DRAIN" �' °HP� �' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I PER CITY COMNlENTS 10.10.01 DESCRIPTION: P PREPARED NDER THE SUPERVISI N OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: PER CITY COMMENTS 12.117.01 r HORIZONTAL PER CITY COMNII=NT5 2.26.02 LOCATION: FORSUM/SUMMERS & MURPHY, INC DAB CITY OF ENCINITAS TRACT NO. a8-240 {G PER CITY COMMENT5 3.14.02 RECORDED FROM: 34W MW MOWN.AM3Kuvw POW C400DUWD 00 40'"" 1881 BY:�O �• BY: �� VERTICAL LANDSCAPE ARointas ATRICK C.M. M p y R.L.A. N0. BA Y LA UREL 5 7.31.02 DATE: 3 Za Z DATE: � ?S D L ELEVATION: DATUM: EXP. WORK PROJECT NO. T.M. NO. SHEET -44rO:F2 F5M 260966 DATE 5.9.01 TIRE SFEEr O N7458 09 E 494 6'_ - -mil- 67.0 T.W. Fib. 66.5 T.F. 68. 1 T.W. 68. 1 T.W. 68.7 T.W. f 66.5 T.F. 65.5 T.F. 66.0 T.F. v � S92 T 51 L o� sp 65 0 GRAPHIC SCALE 20 0 20 40 60 i GRADING /VOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 64 \ FS a i \ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, THE DESIGN CONSTRUCT/ON STANDARDS OF THE C/TY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL o '•0 -� 26 / " STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE 47as, 6 s \ APPROVED BY THE CITY ENGINEER PR/OR TO ANY REQUEST FOR INSPECTION, 2. THE FOLLOWING SO/LS REPORTS SHALL BE CONSIDERED AS A PART OF THIS GRADING PA K S/TE PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS `s9R ►O� _ ��y°� �( k6 AND SPECIFICATIONS CONTAINED IN SA/D REPORTS 'PRELIMINARY GEOTECHN/CAL EVALUATION, 11.8 ACRE ENCINITAS PROPERTY LOCATED - `sue It T NORTHEAST INTERSECTION OF SANFORD ROAD AND VULCAN AVENUE, CITY OF ENCINITAS, CALIFORNIA" BY GEOSO/LS, INC. DATED APRIL 2, 1998, W.O. 2391-A. 1-SC. J. APPROVAL OF TH IS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES LOCATION AND o� EXIST Jo 6 ' � s � X17 ° _� TYPE OF OR FACIL/T/ES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. °q RCP SD. I i SEPARATE APPROVALS AND PERM/TS FOR THESE SHALL BE REQU IRED IN CONJUNCT/ON X09 4 = = t - C WITH IMPROVEMENT PLANS. F h EST 3 os �/ 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. ="=p 8 P Y�ST/iyG 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQU/RED TO PROTECT \\ .VC 8 _ ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR B // DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EX/STING PR/OR TO t�6$ - GRADING h O. 2 C4P p5 �� h - 6 GG 18�.� VE C.4P f-�42 LF � � 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK f i Sg2S `� �VSTgZ� TC WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A y Oh' ^ / T`/ CqP ® 1. 3��NE 6 REGISTERED CIVIL ENGINEER OR A UCENSEO LAND SURVEYOR. 9'/'c �8 1 3 8� 6/ P 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, F` ' INCLUDING SHORING, AND SHALL BE RESPONS/BLE FOR CONFORMING TO ALL LOCAL, Fcr� p 8 S - 6-.6�I-�_ - it - - - - - - - - _ - - - - _ = -'•r�_, < STA TL- TA AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. ON A,s �o cat 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE 9 s >C y F;< • it FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 . 43 0. 'v PROP. 12" PVC G P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGN/ZED HOL/DAYS, x� 5 - STORM DRA/N �� 66.8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-GRADING MEETING HAS '� •, • 6 - - - - - - - - - � 0 20' L.C.W.D. SEWER EASEMENT r BEEN HELD ON-SITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL 5 PR BROOKS ESE R �4 &1 3 66 ENGINEER, SO/LS ENGINEER, GRADING CONTRACTOR AND PERMIT= THE PRE- W Q ® 4$ L 18 C H BAS/ �TYP) �. �j GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN J 0 P �� O• ADVANCE BY CALLING (760) 633-2770. Z QRQ� = F 1G rn 10. PR/OR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCT/ON S/TE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE of 0• ® �O DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQU/REMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. \ PROP. 18" v' N • � STORM DRAIN 66• 11. UPON FINAL COMPLETION OF THE WORK ORDER UNDER THE GRADING PERMIT BUT 1Gu PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AND AS- I GRADED CERTIFICATION SHALL BE PROVIDED STATING. 'THE GRADING UNDER 48 h,�o �p� PERMIT NO. 6775-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE (G o WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED 59� ® PARK SITE -®R D BS Q PLAN" THIS STATEMENT SHALL SE FOLLOWED BY THE DATE AND SIGNATURE OF THE 6'p � SEE' 4S� NE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 5.0' N° �: 9 6 SHT. S 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A oUAL/F/ED SO/LS ENG/NEER OR 500, �0 T� 9 UNDER HIS DIRECTIONS. HE SHALL OBSERVE AND TEST THE EXCAVATION ( 0: "j• ® ti = PLACEMENT AND COMPACT/ON OF FILLS AND BACKF/LLS AND COMPACTION OF 47 60 F5 TRENCHES HE SHALL SUBMIT SO/LS REPORTS AS REQU/RED AND W/LL DETERMINE F5 g2 �� °a� �M THE SUITABILITY OF ANY FILL MATER/AL. UPON COMPLETION OF GRAD ING 56 OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HI V Q I E rn f Q , , ; 6 OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND 1. EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS ; s99 sp Q�0 y Qa s qG OF THE SO/LS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE �C �s 6�' SUITABLE FOR THEIR INTENDED USE. K �� PROP. 12" . " DRINK/NG 30 I FS ^i 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE W -S D. ° FOUNTA/N POSITIVE DRAINAGE AND PREVENT POND/NG OF WATER. HE SHALL CONTROL 62 T w SURFACE WATER AND AVO/D DAMAGE TO ADJOINING PROPERTIES OR TO FlN/SHED 5 •6 Bw p� oN �s "' t` WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROS/ON OF ate: 0 " FRESHL Y GRADED AREAS UNTIL SUCH TIME,AS PERMANENT DRAINAGE AND EROS/ON 25.0' 22.0'-- S 59.2 TG 9 ° CONTROL MEASURES HAVE BEEN INSTALLED 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 8.0' S7 9 IE 5�I PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE 1. 6� km MATTER AND OBJECTIONABLE MATER/AL SHALL BE REMOVED BY THE CONTRACTOR i FS FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SO/LS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SO/LS SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED sp ° si o C� RESTROOM TG TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO � of, A i •�a� ` ?py, ': �� I AREA \� Q PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH Tc o /s SPECIFICATIONS. B 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE 6�9_ - ° / `. SMOOTH SURFACE AND UN/FORM CROSS SECT IONS. THE SLOPES OR EXCAVATIONS < ' 1 F z AND EMBANKMENTS SHALL SE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL 60 \�� 69-0 6 STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR ° F EMBANKMENT SLOPES W HICH ARE LIABLE 7'0 BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED G �� ! 635 ' ��i'� z IN ACCORDANCE WITH THE GRADING ORDINANCE. 61 G z 16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATER/AL SHALL BE FI 2 COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 6� 5G 6y. �G o N745757E T 66• IG 319.97 6a 8,8 w SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FIN/SHED G' q APPEARANCE FREE FROM UNSIGHTLY DEBR/S. APPROVAL OF LOCATION OF DEBRIS J G 0 2 �V' 1 59� j G �� G k 69' FILL SHALL BE SECURED FROM THE SO/LS ENGINEER AND CITY ENGINEER PRIOR TO 6.00 O 86ti h ° 6 6 - �-- - - � $ z DISPOSAL OF ANY SUCH MATERIAL - - - _ 6 1 G• z ' 17 GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL DETERM INE NECESSARY ?> 3+9 SUBGRADE ELEVATIONS AND SHALL CONSTRUCT SMOOTH TRANSITIONS BETWEEN o IN/SHED GRADES SHOWN. SANFORD ry STREET 4 ? Ta REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: _ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: LOCATION: HORIZONTAL 1 - 20 DATE: 1 BY: S- 1-oZ CITY OF ENCINITAS TRACT NO. 98-240 �i7�� RECORDED FROM: �/ VERTICAL NSA DATE: R.C.E. N0.`f7677 BY: BY: ELEVATION: DATUM: NIEL ROURKE DATE: z- DATE: �ZS 2- LEUCADIA OAKS PARK 4--7 &4- EXP.IZ?1-05 SHEET �• OF !6z 3-19-92 57142G07.OWG 57142.50 I G-13 - ,.1 :. G-►3 FIN15H 5GHEDULE ,,�lL ■ 5YhffiOL DESCRIPTION GOLOR/P!NlSM G-10 ^` G-I I I G-I ATE PAD FOR BUS STOP MEDIUM BROOM FINISH ' / I O DETAIL II SHAT 51 l'ti'P : COLOR L.M. 5GOFIELD 6-25 SOMBRERO HUFF' SKATEBOARD AREA SMOOTH FINISH CONCRETE GON5TRUGTION FLAK , COLOR: L.M. SCOFIELD 6-25 SOMBRERO BUFF' SHAT 48 ART DISPLAY AREA SAND FINISH CONCRETE GDHLSTRlJGTION PLAN COLOR: L.M. SC40FIELD C-25 SOMBRERO BUFF' SHEET 48 4�. . BASKETBALL, COURT TWO HALF COURTS - INTEGRAL COLORED CONCRETE PAVING DETAIL I,SHEET 49 ■ COLOR, L.M. SC.OFIELD C-25 50MBRERO BUFF' KEY LINES TO BE PAINTED INHITE IN COLOR � � I BA000 (,i0) MODEL. #32205 COLOR: WHITE,FAN SHAPED,ALUMINUM BY TOMARK SPORTS (600) 454-1844 RINS ET ) MODE. 030062,BA28 EXTRA DUTY MASNIM RIM I % G-21 1 I BY TOMARK SPORTS (600) 454-1844 I / • POST(ONE, MODE. 032219, 6-5/8'XIl'-6' POST W/6' EXTENSMONS BY TOMARK SPORTS (800) 454-1844 G-10 G_5 VOLLEYBAIJ_ POST (1WO) 02214-01 T0 2-V�COLOR: HINTER GREEN BY PA ATHLETIC COMPANY, DETAIL 18,SHEET 52 O ' AVAILABLE FROM DAVE BANS ASSOCIATES, INC. (600) 669-2585 TOT-LOT GONSTRLIGTION PLAN, AREA: \ G-b SAND PLAY SURFACE #2O 51LIGADSAND WA:� SHEET 49 a ADA APPROVED PLAY PLAYBOUND POURED-IN-PLACE,COLOR BILE BY SURFACE AMERICA. 1-10 I / C,-5 ' \ > G_13� SURFACE AVAILABLE FROM COAST RECREATION INC.(949) 568-8065 BUFF 6 TYP. I G-23 G-16 \ s-= <,,• ` \ \ � DEEPB•BJD SAND FINISH, COLOR: L.M. 5COFIELD 6-25 SOMBRERO DETAIL 9 SHEET 50 �. MOWGURB s, PLAY STRIZ FLAY 5005TER#11990016-REV1, BY LANDSCAPE 5TRL UTRFS• CON5TRlrTION PLAK N / w p G-22 \ \ (9GOLOR5 5NE GREEN t MAROON. AVAILBLE FROM COAST RECREATION INC. SHEET 49 I O CLEAR REDWOOD STRUCTURAL MEMBERS W/CLEAR SEAL. BRIDbE AT 6RA55Y SWALE (TWO) DETAILS 15, 14, IS,SHEET Iyl A TREX WOOD PRODUCT. 5TAIN TO MATCH RFJ7YIOOD STRUCTURAL MEMBERS. REFER TO MANIFAGIURERS CONTACT: J.W. REDWOOD (160) 945-6800 NOTE r \ Q \ _� _ � � G-8 PROJECT 51 BY ALLEN STUDIOS (858) 481-F.r888,PER APPROVAL of GOMIMINITY 5EYIGES, 00 ' \ G-I I = GIN OF ENCINITAS TURF A \ \ s. ' ° G-10 BOULDERS (89) N VVAJ 592-9625 DETAILS I6 t h,SHEET 52 / a 2% - 24, 5% _ 1 — - - - - - - - - - - - - - - - — - - - - - - - - - - — — s 496 - 25, 596 — _ DECOMPOSED TE PATH 3/8' 'DECOMPOSED 6RANITE' COLOR MOJAVE SOLD BY GRAVEL�AVf — — — — — G-13 O AND PIGNC AREA POROI/r PAVINS. AVAILABLE FROM MAN-ARC.H RELATIONS,IONS, (914) 586 3992 < A2 TOT- LOT DRAI E o G-22 SYSTEM TIE-IN T \ REFER To RAIN T \. 0-20 G-I3 CONCRETE M1oY1Ca1RB SAND FINISH, DOLOR L.M. SGOFIELD 6-25 SOMBRERO BUFF DETAIL lo,SHEET 51 ° — — — — — — — — — — — — — — — — — — — — — - PAVING MEDIUM BROOM FINISH DETAIL II,SHEET 51 G 14 CONCRETE a `: — — — — — — — — — — — — COLOR L.M. SCOFIEL.D 6-25 50MEIRER0 BUFF' 0-4 G-18 S�°\ ' 0-14 G-15 ATE PEDESTAL DRINKING MODE_ FG596 BARRIER FREE BY HAWS ORNN4NTAL STONE r I O FOUNTAIN (ONE) MEDIUM SANDBLAST,COLOR LM. SGOFIELD 6-25 SOMBRERO BUFF' Q Z '` :.' AVAILABLE FROM THE WAKEFIED COMPANY (949) 552-1190 ° / — — — \ G-14 .' ., . .I G-I6 G-I6 STEEL FRAME I COLOR: POLYE5TER6POWDERTERONZE' BY RUMOR I CEDAR cn o \ 0-13 PICNIC TABLE X) AVAILABLE FROM THE KWOFIE D COMPANY (949) 552-1130 / '' t � \ G-Iq w •, G-II � G-I'1 PICNIC TABLE ) 100-68-IPLjrl WRiEGYGISD PLASTIC TABLE TOP AND SEAT COLOR: CEDAR FOR WMLGHA AGGE55 STEEL FRAME COLOR: POLYESTER POWDER BRONZE' BY DUMOR, INC. WAKEFIED COMPANY (444) 552-1130 4' ^ 6-18 V PARK BENCH ACK (FOUR) TO BE PROVIDED BY THE CITY OF ENGINITAS \ 5, u 6-22 C,-6 0-21 G-Iq 6' PARK BENCH NTHoVr BACK (FOUR) TO BE PROVIDED BY THE CITY OF INITAS " ` •' G-20 4�H CHI S PICNIC, 62-200-52FL-V KIREGYCLED PLASTIC TABLE TOP i SEAT COLOR CEDAR STEEL FRAME COLOR: POLYESTER POWDM 'GREEN' TER NE O G-22 D I NKI F NTA <; •I'`,,.'• ...��'..• , , • '`, "` `�� BY RUMOR, INC. AVAILABLE FROM THE WAKIFIELD COMPANY (449) 562-1130 FER O T B ;.`�• •`•.•''`,'. � G-21 SAME TABLE (THrz�J 9832PL-51 WAiSGYGI.ED PLASTIC TABLE TOP i SEAT COLOR: CEDAR STEEL FRAME COLM POLYESTER 51 E �, ,f AV LABLE FROM T}E MIAKr tE� ( 50 INC. TRASH REGEPTAGE (5EVW BY� G _ _n _ _ CEDAR. AVAILABLE FROM THE KVEFIE P COMPAY( 4 ) 552-1150 G-20 t BARBECUE A ` 148-X LITTLE TIKES PEDESTAL GRILL BY IRON MOUNTAIN FORSE G-23 AVAILABLE FROM PACIFIC DE51GN CONCEPTS (800) 369-9825 BIKE RACK (ONE) M100102A Loop RACK TENDER TUFF COLOR: GREEN, BY LANDSCAPE STRUCTURES, 6-24 � INC. AVAILABLE FROM COAST RECREATION, INC. (944) 553.8065 G-I I S, F, G-23 tu 0-22 I G F, O G-13 d)~ Lu I � � ' ' • � G-13 _ — — — _ _ G-I I G-8 E TRA ORMER - J RESTROOM STUB-OUT I \ 50ALE: 111 = 20'_011 G-14 FOR ELECTRICAL, 5EWER G-3 5ANFOi�TD 5T�ET AND WATER CONNECTIONS WATER METER Q BY OTHERS. 2 �I _ 0 20 40 60 80 NORTH REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED RY DRAWN aY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PCMM I PER OITY CoMM•IENT5 10.10.01 DESCRIPTION: `JMil P NS PREPARED UNDER THE SUPERVISION RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF. PER CITY coMMENTS 12.19.01 HORIZONTAL FORSUM/SUMMERS & MURPHIY, INC DATE: OZ CITY OF ENCINITAS TRACT NO. ge-24o 6775- Ga PER CITY Comm mm 2.26'.02 LOCATION: , w owa ma wl AM uk DAM wm.u:EGMA a y0 44034 , 1881 BY: BY: � pA Y LAUREL PER CITY GOMM�NTS 9.14A2 RECORDED FROM: VERTICAL LANDSCAPE ARCHITECTS R.LA. N0. ATRICK C.M. M RP Y 7,31.02 DATE: DATE: 3ZS SHEET IF 62 ELEVATION: DATUM: EXP. WORK PROJECT NO. T.M. NO. CONSTRUCTION PLAN 60'-q ll ` CE IED A Ell T ^ n ^ - n NOTE: CU5TOM 51ON FOR 2-12 YR. OLD5 n ^ HA5 BEEN DELETED. 2 The play components identified LLLLLLLLLL on this plan are IPEMA certified. {=I-L_L.LLLL LLL ^ The use and layout of these ^ L L L L L LL LLL L n ^ AGGESSARLEE °FTEGTI VE components conform to the LLL SURF GIN& L 1eL L LL� (POURED-I _PLACE) requirements of ASTM F1487. L 55L+ L L L 1296 S.F. LLLL L TOTAL AREA=5620 5Q. FT. LLLL L L SL LEAej TLS ^ LLLL LLLL P = L ° Lett Q L 16 5T LLLLL LC is HI Lled�L L L L L _ R AREA OF � LLL I� LJ}22 �� 11 r` ^ AGGE55�BLFETEGTIVE Ian AJR� 1 P NEL ^ �^ — (� (POURED-IN-PLACE) R LLL P3R�,S� . 15, ^ 4545.F. QUOTE *II�cIOOIG_RE 1 I n �� 1231 DISC L L LL i�tl A13ELEGK� .\ . . � './ 'LL_L M ' ^ ^ GHALL) NGE L L G 15q2�31 TOTAL ELEVATED PLAY COMPONENTS 18 I2-�953 . . HAND 48 TI PANELTOE \ / .: LLLL L - n^_ ^- n 50 I HANDHOLD PANE L LLLLL - TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 PANELS (2) L 12 8 8 m , . I LL L LL ^ L L �, 16P2Ip4�4 m +� 12�sI° LL L TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 15 REQUIRED 9 ^ I 24 LLL T 1 O L ARRIER CLIFF GLIMBE� LLLLLL ,�. TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 10 REQUIRED 6 LLL N LL 182 \ L OIl ER T TI�16/ LLL L LLLLIFo L� L ' L TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 17 REQUIRED 3 AREA OF "S"•RIN6BRID LLLLL.LLLLL LLL �. • �� 1 / I�L.UL LLLLL � > AGGE5516LE/PROTEGTIVE W/ CROSSOVERS L L L L L.L L L L L L L '\ \ 1y3g36 I / LLL L L L L LILT L L L L L L L (POURS FAIN PLACFa � ^ ''L L L L L L L L L .I \ DOUBLE POLr , ' 4?5 S.F. - . .I \ , _ LLLLLL .' WAVE SLIDE " , I L LLLL' LLLL L L 37 z+ LLL ,' i L LLLULLLL NOTES: n, ^ LLL " ' e" ai12 KPLATE\ LLLL L V . LL • THI5 PLAY AREA 4 EQUIPMENT 15 DE516NED A - L L L L L .' (IG.P.I) aTr. ( ). j" L L L L L FOR A&E5 2 - 12 YEARS AND CONFORMS TO 00 - THE A.D.A. AGGESSIBILITY GUIDELINES (ADAA6) 00 ZM _ LLL LLL LLLL� V ^ - , \ \ - n • TH15 PLAY5TRUGTURE CONFORMS TO LLL LLt L L ^ , " LLLLLL��LLL LLLLLL" ^ THE CALIFORNIA CODE OF REGULATIONS N - LLLLLLLLL LLLL TITLE 22, DIVISION 4, CHAPTER 22. 0 LL LLLL \LLLLLLLL L L L L L,L L L L L L PLAY SAND n • VERIFY ALL DIMENSIONS OF PLAY AREA: � J //" L L L L L 1�,L_, L L L L L TfP1GAL SIZE, ORIENTATION AND LOCATIONS OF ALL F rN,4AI L 5WI N6 8 LL L Ls" I L L O ^ SAFE ZONE �` ^ A AT Aeov L LL D GMAIN� 1'fP1GAl ^ ^ n EXISTING UTILITIES, EQUIPMENT AND SITE `o C . 'FIN15H 'G E I I I � ° ^ n - . 0 FURNISHINGS PRIOR TO ORDERING. � ° L LLL ^ - ^n • PROTECTIVE SURFACING MATERIAL TO HAVE a ^ ^ A CRITICAL HEIGHT VALUE OF AT LEAST THE BEAM.HEIGHT , . ` n - TO BET. ' , - .. ^ , Q /, A o ` ' n ^ HEIGHT OF THE HIGHEST ACCE5515LE PART U ^ . . 5„�H BELT / - _ - 5WI10 COATED �" ^. - n i �� _ OR FALL HEIGHT OF THE ADJACENT EQUIPMENT. 0 p n CHAIN ^ .. 41 -10 ^ n I ^ n (REFER TO CONSUMER PRODUCT SAFETY ^ } _ COMMISSION (GP5G) 6UIDELINE5. P n ` SECTION 10: 5URFACIN6.) \` - ^ REFER TO FIN 15H 50HEOULE, SHEET 46. p ^ n n n ^ . n ^ _ ^ _ n — ' A n ^ IN - ^ ^ n` ^ ^ M ^ — f - n ^ ^ n , 144'-8" RAINTREE DRI�I= - - 0 8 16 24 52 NORTH REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE °�'_ ° �' 59i er �"�PCMM �` APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I PER GIN 10.10.01 DESCRIPTION: FM PLANS PREPARED NDER THE SUPERVIS ON OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT AF: PER CITY GOMN� HORIZONTAL RECORDED FROM: FORSUM/SUMMERS do MURPHY, INC DATE BY:B1'" 6 BY: C/TY OF ENC/N/TAS TRACT NO. 18-240 60707 (a At Ha1F OWN NOMM,A 20%DAM FagcYrooMUM so 401" VERTICAL LANDSCAPE ARCHITECTS TRICK MUR H R.LA NO. BA Y LA UREL 7.31.02 DATE: 3 7J O Z► DATE: 3 is DL ELEVATION: DATUM: EXP. WORK PROJECT N0.. T.M. N0. SHEET-4�- OFD N �. . - ------ - -- _-� C_ONS�Itt1CilOR1 PLAN P/N15H 5GHEVULE Z� 0 5Yh�OL DFSCRIPTION C0L0R-,F1N15H DETAIL SA-I ATE PAVING SMOOTH FINISH DETAIL II, SHEET 51 COLOR: L.M. SC0FIMD C-25 SOMBRERO BUFF' SA-2 CONCRETE STS YVALUMINUM STAIR SMOOTH FINISH DETAIL?, SHEET 50 N05E COLOR: LM. SCOFIELD C-25 SOMBRERO BUFF' 5A-3 POURED-IN-PLACE CONCRETE KAU SMOOTH FINISH DETAIL 4, SHUT 50 COLOR: L.M. SCOFIELD C-25, SOMBRERO BUFF' SA-4 POURED-IN-PLACE CONCRETE SMOOTH FINISH DETAIL 2,SHEET 49 OUARTER RAMP COLOR: L.M. SCOFIELD C-25 SOMBRERO BUFF' 5A-7 C2WAMrE RAMP SMOOTH FINISH DETAIL 6,SHEET 50 24" HIGH CONCRETE 56" HIGH CONCRETE COLOR: L.M. SCOFIELD C-25 SOMBRERO BUFF' LEDGE, DETAIL 5, SHEET 50 QUARTER RAMP SA-8 24' HISH CONCRETE L36E• SMOOTH FINISH DETAIL 5, SHEET 50 DETAIL 2, SHEET 4q (ALI6N TOP OF LEDGE NV60NCREIE COLS L.M. SCOFIELD C-25 SOMBRERO BUFF' KJO LK) 5KATE-50ARD AREA 5A-�I TRIG TRANSITION RAW `NTH FINISH DETAIL 2, SHEET 49 CONCRETE FLOOR COLOR: L.M. SCOFIELD C-25 SOMBRERO BUFF (SIMILAR) DETAIL 11, SHEET 51 AD-I ATE PAVING MEDIUM BROOM FINISH DETAIL II,SHEET 51 24" HIGH LOW WALL A COLOR: LM. SCOFIELD C-25 SOMBRERO BUFF' DETAIL 4, SHEET AD-2 TE STEPS MATH ALUMINUM MEDIUM BROOM FINISH DETAIL 9,SHEET 50 STAIR NOSE COLOR: L.M. SCOFIELD C-25 SOMBRERO BUFF' AD-5 S IN CONCRETE NAVAJO BOUT VER,COLOR: TAN DETAIL 1'1,SHEET 52 - SIZE: 5% ! 4%,13Y KRC ROCK _ (600) 5'12-9625 lie ry N 62 SA-1 TRIANGULAR RAMP TO TRANSITION SA-3 5A-8 TO FLOOR FROM QUARTER RAMP REFER TO 5A-q, FINISH SCHEDULE, TH15 SHEET SA-"I 1 SA-4 5A-9 III ^ AREA co U WARD A SCALE: 1/2"=I'-O" m (1) h 5A-2 mac Q 8' 24" �" R a ELEVATION A — GUARTER RAMP a x x a co co m p m SA-1 IQ' S, wY o Lo tu SA-,q � a Y L 0 0 t' t co o > m CONCRETE STEPS Y4/ALUMINUM i f,� m STAIR NOSE, DETAIL 1, `V SHEET 50 SA-8 CONCRETE RAMP Z TRA RECEPTACLE DETAIL 6, SHEET 50 � ` AD3 v CONCRETE LEDGE TO ALIGN WITH CONCRETE LEDGE TO ALIGN WITH T TOP OF STEPS AND WALK OP OF STEPS AND WALK DETAIL 5, SHEET 50 DETAIL 5, SHEET 50 AD-2 AD-I i ART D 15PLAY A A _ 6 � CONCRETE RAMP DETAIL 6, SHEET 50 5ANFORD 51 ET - 5KATE SOARD AREA / ART D 15PLAY AREA NORTH A SCALE: 1/8" = 1'-0" �Lr Y ATI ON 5 — JTEFJ 4 RAMPS DESIGNED BY DRAWN aY CHECKED ITY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE - - PcMM I PER GIN clomt- :NTS 10.10.01 DESCRIPTION: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: ' PER CITY Commm s 12,11,01 HORIZONTAL C/TY OF ENC/N/TAS TRACT NO. a8-240 G PER GIN GG>�NTS 2?b.02 LocnnoN: fORSUM/SUMMERS & MURPHY, INC DATE: 6�V RECORDED FROM: MW OWN HOW^ M"'"�"a. M" bM""W R.L.A. NO. 1881 BY: BY. BA Y LAUREL Sa PIER CdTY COMMENTS 5.14.02 VERTICAL LANDSCAPE ARCHfiECfS PATRICK C.M. MURPHY Z✓r O 2- 7.31.02 DATE: �T-�--� DATE: WORK PROJECT NO. T.M. NO. SHEET-4& OF> ELEVATION: DATUM: �P' ANGLE BRACKET 24" 2 COUNTERSUNK BOLTS U • n ` CE. WALL ` (FOOTING 3 C N i 1 �` -' I I •I (2) #5 T. 4 5. EXTEND GONG SLAB-ON-GRADE RE I NFORC I N6 (PER 5011-5 REPORT) •` __— I I I + ALONG TOP FACE OF RAMPS - - - - - - _ I—I I—I I III—I I I I I I _ 4 L =1 I=1 I 1=III=1 11= .I I + n � m ` ,' � II=III=III=III=III I I I I �+ u'� bl o'' W 1 I I—III=III=III= i II I I-1111II—III I I I X 6 ry LEI r i I max– X X ej � � I I 1 � ;� �, � �� __ , I I 111=III=III=III=III=III=III=III 11=III III=III=' 1 2-#4 T a B 11 I I—I —I —I I III—III—I I—I I I—I I I III III (2) s CONT. 4 — _ L— — — —L III=III=III III=III=III=III=1 1=1 1 III I_ 5 =1 I—I 11 1 1=1 11 1 1=1 I—I 11=1 11= o (2) #4 o 1211or. EA. WAY BOTT. 2'-b" CONT. z-. �. I. POURED IN PLACE 18" THICK 4. CONCRETE RAMP. CONCRETE TO CONCRETE WALL. #4 o 12"oc 5250 PSI. W/ 5/4" ROCK AND MIGROFIBER. EACH WAY EACH FACE STEEL REINFORCEMENT AS SHOWN i \ � (2-#4 HORIZ ® TOP EA. FAGS) 5. CONCRETE FOOTING PER DIMENSIONS SHOWN 2. 1/4" EXPANSION JOINT Vil CLEAR MASTIC BEAD. b. FINISHED GRADE. co _ , - •7 5. 1/4" THICK x 4" WIDE STEEL ANGLE -1. g5% COMPACTED SUB&RADE. BRACKET W/COUNTER5UNK BOLTS IT U) NALL SECTION SCALE: I"=1'-O" 62 21 POURED- I N-PLACE CONCRETE MALL 4 QUARTER RAMP 0 O N A\ a o U 211 < ANGLE T ° _ COUNTERSUNK BOLTS 2 N o PLAN VIEW s �, II SCALE: 1/8" = 1'-0" u 4 5 I. 1/4" THICK X 4" WIDE STEEL , a NOTES ANGLE BRACKET a ALL 1 : 1 LEGEND — ;= - -• _- - ° b FOUR SIDES NCOUNTERSUNK • CONTRACTOR SHALL A00UIRE ALL PRODUCT /0/ 000 q7 000%0�O \ ° BOLTS I. INTEGRAL COLORED CONCRETE COURT PAVING. 0 0 "I INSTALLATION AND SAFETY INSTRUCTIONS °/ Q O 1 COLOR: L.M. SCOFIELD 0-25 'SOMBRERO BUFF' . o 0 o 0 00 0 0 Z 2. b THICK CONCRETE RAMP KEY LINES TO BE PAINTED WHITE IN COLOR. PRIOR TO INSTALLATION a �� D�Q� onQO W/DEEPENED FOOTING. po o p J p0 O \ CONCRETE TO BE 3250 PSI 2. POST, BACKBOARD, GOAL RING AND NET. REFER TO • INSTALLATION OR CONSTRUCTION INFORMATION y/ O� o o O�g •\ "/4" ROCK # MIGROFIBER. FINISH SCHEDULE, SHEET 46, FOR SPECIFICATIONS. INCLUDED WITHIN THIS DETAIL HAS BEEN ,/ 0 O 8 I I I '\< a PROVIDED FOR REFERENCE ONLY AND SHOULD / I o 000 — 0 067 5.�' a . 3. #4 REBAR ® 12" O.G. EACH 3. CONCRETE PERIMETER WALK. REFER TO DETAIL II, SHIN NOT BE RELIED UPON AS AN APPROVED as^ a . I O - O O I 1Y 51, CONTRACTOR SHALL PROVIDE DOWELING SYSTEM TO INSTALLATION METHOD. — o ° as — • 4. COURT AREA (REFER TO NOTE, THIS DETAIL). • COURT LINES SHALL BE OF A REGULATION 2" WIDTH. I L -je _ ` - LJ: I d 4. CONCRETE PAVING 4. CONCRETE BENCH APRON - REFER TO DETAIL II, POLES AND BACKBOARDS SHALL BE OF HEAVY = SKA ANED_ ° = EP FOOTING SHEET 51 DUTY CONSTRUCTION PAINT POLES AND SKATE AREA. REFER TO BACKBOARD FRAME DARK GREEN. DETAIL II, SHEET 51. 5. PARK BENCH, REFER TO FINISH SCHEDULE, * LOCATE DOWEL 5YSTEM ALONG COURT CENTERLINE III—I b" OF GLASS II AGGREGATE II III O III—III III—I I — SHEET 46. AND PERIMETER. DOWEL SYSTEM - INSTALL 1211 5. REINFORCING DOWEL AT 24" OG. GREASE ONE END AND S<JB-BASE. b. TRASH RECEPTACLE, REFER TO FINISH SCHEDULE, INSERT INTO 5/4" DIAMETER CARDBOARD TUBE WITH ONE SHEET 46. 3' 3' 3 COMPACTED END SEALED OR USE EQUIVALENT COMMERCIAL SYSTEM b. g55l5 "1. SAWGUT SCORING, TYP. AVAILABLE. SUBGRADE. EXPANSION JOINT - REFER 8. EXPANSION JOINT, REFER TO DETAIL 12, SHEET 51. g' DETAIL 12, SHEET 51. I"=I'_O" 4: BASKETBALL COURT A POUFEli- I N-PLACE HEXAC70NAL OONORETE RAMP REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE _ NED �' °""'"" CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. , a PCMM I PER GIN COMMENTS 10.10.01 DESCRIPTION: i3111 PLANS PREPARED UNDER THE SUPERVIS N F RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: PER GIN COMMENTS 12.17.01 HORIZONTAL ��j� PER.Glrr CoMMFNrs 2.26.02 LocnnoN: FORSUM/SUMMERS & MURPHY, INC DATE>�-�s°rTV= � C/TY OF ENC/N/TAS TRACT NO. g8-240 6775 - PER CITY GOMNIENT5 3.14A2 RECORDED FROM: �lnaonnNO.v�r�urtmaoww+roNravm¢�run � 1881 VERTICAL LANDSCAPE ARCHnECrS ATRICK C.M. MU P R.L.A. "O• BAY LAUREL 7.31.02 DATE: DATE: Z ELEVATION: DATUM: EXP. WORK PROJECT N0. T.M. N0. SHEET �OF CONSf ucn0N MrMS mi a wjm .. nAT com 12" IS" 3 1 2 ANGLE BRACKET AAL COUNTERSUNK BOLTS 4 4 FT6. 4 J IF 5 u b -- `p - �a m -I I I--11 1=111-1 ., 1_I=1 11=1 11=1 11=1 I I 1-011 - 111_111-III-III ( a ' III-III-111-I I 3° 3 a _° ' -I I 1 III-III aka o. . 2 __ _ o I o0"do 0 Q°o 0 0 -III-I 1 I-III=1 I - o 4 j 000 00 � -- -� I° ( a ° I I °11-011 1=1 I I I 1� d • a ° =o-► I E I I I-III ° cb 0 o 00 0 � -0 0 0 a 0 I I_I I I d° .I= 0 o =1 I o - I I I=1 O - I -I I E I 2. b" THICK CONCRETE RAMP 2-#4 T 4 B -I 11=1 I III-III-I 11=1 I I III-I -III-11 I- �o I I_ _-I _d _ III=III= TO BE 3250 PSI W/3/4" ROCK i 11- =111 �Qm I ° I-III-i I 1=III=I MIGROFIBER. RAMP WIDTH OF 12" 2'-6" CONT. MIN. ADJACENT TO STEPS TO BE I- °°S o ° U -1 I=1 I-III 111-111 III-III- THICKENED TO MATCH W/FOOTING 5ECTION =III °O ° $o °o° ° °oL I=1 I=1 I I=1 I-III III=1 I=1 SCALE: I"=1'-0" O ° �� o° STEPS' I. POURED IN PLACE 18" CONCRETE 3. CONCRETE PAVING, REFER TO 12" 3. #4 REBAR ® 12" O.G. EACH WAY WALL, N I" BULL NOSE E06E DETAIL 11, SHEET 51. III-I II 1=1 I 1=1 I 1=1 1=1 L . 4. CONCRETE PAVING W/DEEPENED #4 ® 12"oc EA. WAY EA. FACE 4 FINISHED GRADE I. 2" WIDE X 101" HIGH X 5' LONG 4 FOOTING. REFER TO DETAIL II, (2 - #4 HORIZ. ® TOP EA. FACE) SHEET 51. STRAIGHT ROUND RAIL - REFER TO SECTION 5. b" OF GLA55 II AGGREGATE 2. F-XPAN51ON JOINT,REFER TO S. CONCRETE FOOTING REFER TO FINISH SCHEDULE, SHEET 48. SCALE: I"=1'-O" SUB-BASE. DETAIL 13, SHEET 52. DIMENSIONS SHOWN. 2. 01" VIA. CONCRETE FOOTING (12" DEEP) 6. 015515 COMPACTED SU R BGADE. 7. EXPANSION JOINT - REFER TO 6 SEE DETAIL 2 , SHEET 401 FOR 3. CONCRETE STEPS -REFER I. 1/4" THICK X 4" WIDE STEEL ANGLE DETAIL 12, SHEET 51 Wr4LL SECTION INFORMATION NOT SHOWN. TO DETAIL -7, SHEET 50 BRACKET ® ALL FOUR SIDES 8. CONCRETE STEPS - REFER TO W/COUNTERSUNK BOLTS DETAIL '7, SHEET 50 SCALE: I"=1'-0" 8 5TEEL RAIL 0 6 POURED- I N-FLAGS GONG . RAMP @ 5TEF5 0 4 FOUfiZED- I N-FLAGS GONORrETE WALL Q 4 I 2 2 6" 3 5 3 -w. - e \, ry , 4 - ' d d ° 2 �/ ° a a 4 w Q Oy ° �o `.r o� O o0 0 00 c0 0 0 0 m _ / D D oO 000 �OOo�°o00OO � o°o -III III-1 -1111 11 _ - 1=III-I 3 - 9 O ° ° -_gyp p I-III-1 0 _ �i11 1 1, 11 , 111111 ' I I;III- 111-III 111 W a� ° 0 0 0 op p l l=II1=11 -► I I I III ' • 111 11=1 11=1 1 1=111=111=1 1I- 8 I -111 -III- o� � I III III-III-III- ° -I I F. I I 1=1_I 0 -I 1=1 11 1 -III- I I I=111=1 11=1 11=1 11=1 1=1 1=1 11=1 11= 1=1 11=1 I I I 1= o° =1 I ►lill 8 I_I1 I d _ _ ' -1 I I-I I I- 11 , , 111 111 „ p 111 -111 11=1 1 -i11= ° ° ° o ° -I � 1 -111 a _ ° m ° p° p ° -I 1= 111 I -III- I- S I III III- �' �° �° op� ° 00 1111� - - - I�=11 I----- - - - 1- I I_I I I III 111=1 I 111=1 11= =1 11= 11=1 11= 11=1 I =1 I I- 1=1 11= 11=1 I I-1 I I-1 I I=1 I li I. TURF/GRAVEL/PLANTING AREA 5. 4" 51NGLE WALL PERFORATED 6" 12" 1=III III-III III- I -III III- 1 I III=1 11-III=111=111 2. CONCRETE CURB PIPE WITH POLYESTER KNITTED FILTER SOCK BY 12" 12" 3. WASHED SAND / PLAY ADS (6101) 253-601301, OR SURFACE ,�, SREFER4TTO FINISH APPROVED EQUAL. SECTION 4. 4 OZ. FILTER FABRIC BY 6. P X I' TRENCH CONTINUOUS I. CONCRETE QUARTER RAMP - PRODUCT BACKF I LLED WITH PEA 3. #4 REBAR o 12 O.G. EACH TC-MIRAFI, I. #3 N05E BAR 5. CONCRETE PAVING - REFER REFER TO DETAIL 2, SHEET 401 WAY #15'1-140-NG-15, OR APPROVED 6�'�L' 2. EXPANSION JOINT - REFER TO FIN15H SCHEDULE, SHEET 48. EQUAL. CONTRACTOR SHALL TO DETAIL 12, SHEET 51. 2. b THICK CONCRETE 4. 6" OF CLASS II A66RE6ATE OVERLAP ENDS OF FABRIC b. #3 REBAR ® 18 O.G. EACH SURFACE W/DEEPENED SUB-BASE. 3'-0" MIN. AND STAPLE TO NOTE: REFER TO GRADING PLAN, 3. CONCRETE PAVING - REFER WAY. REFER TO SOILS REPORT 5EGTION FOOTING. CONCRETE TO BE SECURE IN PLACE. (STAPLES SHEET 45, FOR TIE-IN TO 5TORMQ TO DETAIL 11, SHEET 51 AND '►. COMPACTED SUB-GRADE /3 B-GADE 5GALE: I"=1'-O" 3250 PSI /4" ROCK 4 5. 015% COMPACTED AT 8" O.C) DRAIN. I FINISH SCHEDULE, SHEET 48. COMPACTION TO 015% MICROFIBER. LEDGE TO SUB6RADE. 4. 1/2" RADIUS ON NOSE OF TREADS 8. SUS-BASE MATERIAL TO BE HAVE 6" THICK, VERTICAL QW/ALUMINUM STAIR N05E b OF CLASS II A66REISATE CONCRETE SURFACE AT 1 EDGE OF QUARTER RAMP. . CURB (9 TOT-LOT Y�l/SUMS' DfiZ I CONORETE 5TEP5 FOURED- I N-FLACE LEDGE ® 5KATE AREA Q REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESOJEO BY oR�wH er cHEGY(ED BY =� I CITY coNtt NTS 10.10.01 �� - - Pc MM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: =Ji�, PLANS PREPARED UNDER THE SUPERVIS ON OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: CITY G01 NT5 12.1"t01 HORIZONTAL JJJON OF A" FEMR al CAX44ENT5 CITY Gas $.I¢Z2 ROECORDED FROM: F R S �R.,S.&eYMroURPwn My INC DATE: C/TY OF ENCIA(MAS TRACT NO. 018-240 lam _ 1881 BY: BY: 6715 VERTICAL wVDSCAM MCHRECTS ATRICK C.M. -MURPHY R.L A. NO. DATE: L PATE; l o z- BA Y L4 URn SZ � ELEVATION: DATUM: EXP 7.31.02 WORK PROJECT NO. T.M. NO. SHEEN' -WOFf-2 ISM � DATE 5.9.01 CONsmuc ION DErAf .S NOTE: SEE DETAIL IS FOR GUARDRAIL DETAIL, 5 3 I 51 USE 4x6 REDWOOD POSTS AT THIS CONDITION 6 4 2 2x6 BLK'6 BEYOND w/ (5) - 'A55's (&ALV. or 5.5) to PLATE ° ° ° - (USE 5.5. 5CREH5 IN LIEU of NAILS) o• ° �a tt LANDSCAPE 3x6 TREX DEGKIN6, INSTALL 0 0 8 Q�0 0 °° ' 3 WALKWAY 4" PER MANUFACTURER'S 0000 ° ° 0 (D.6) RECOMMENDATIONS O 0 O Q� 8 Q o ° ( I ° o _ 4 _- 5 FOUR 4x10 REDWOOD sEGTI oN I I I I I I I I I I I I I I ' BEAMS I SPACED QUALLY =- ° D - - I -I/2II = I I-011 - o v 'v III-III III-III_ ` II 2x6 REDWOOD PLATE w/ I I 1=III a "' III=1 (3) 5/4"(P x 12" 6ALV. or I. POLYSTYRENE JOINT GAP OVER 5. 5/4 DEEP X 5/6 WIDE (MAX) I=III o L-_- 6 #4 T 4 B w/ EXPAN5ION BOARD. REMOVE TOOLED SCORE JOINT WITH #4 ® 12"oc , S.S. AB's TOP OF JOINT GAP PRIOR TO 1/4" RADIUS EDOE5 WHERE - FINISH GRADE CAULKING. (SEE NOTE) OCCURS - REFER TO III I I I-III-III I I I- BELOW BRIDGE 2. 3/6" HIDE FULL DEPTH ASPHALT CONSTRUCTION PLAN -III -I I_I I-III SATURATED FIBER EXPANSION 6. #5 REINFORCING STEEL a 24 11 O.G. N BOARD EACH HAY 5. 114" RADIUS - ALL E06ES 6" 'a 7. 6" OF GLASS 11 AGGREGATE 211 I 211 SE 4. CONCRETE PAVING - REFER TO B'°` ?` MANUFACTURER'S NOTE: DETAIL 11 SHEET 51 AND FIN15H 6. x5% COMPACTED 5U56 RATE 50HEDULt, SHEET 46. TREX WOOD PRODUCT CAN BE STAINED OR PAINTED JUST LIKE HOOD, ALTHOUGH I. FIN15H &RACE - TURF AREA. 4. #5 REBAR CONTINUOUS. PAINTS AND SEALANTS ARE NOT NOTE: �•J REQUIRED FOR PROTECTION. WHEN 1,151N6 2. 1/4" RADIUS N05E TYP. 5. FINISH GRADE - ' STAIN HAIT UNTIL THE FADING PROCESS APPLY 1/2" DEEP JOINT SEALANT (CAULKING) INTO GROOVE. SAND SHRUB AREA / D6 AREA. " FOR NEWLY INSTALLED TREX WOOD IN HITH #60 SILICA SAND. MATCH COLOR OF PAVING. 5. CONCRETE MOW CURB - SCORE S PRODUCT 15 COMPLETE (APPROX. 6-12 JOINTS a IO' O.G. AND EXPANSION 6. 95% COMPACTED 5UB6RADE. I6" EXPANSION JOINTS IN WALKS TO OCCUR AT CHANGE IN DIRECTION JOINTS o 20' O.G. REFER TO FIN15H min. WEEKS) BEFORE APPLYING. THE AND HHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALK5 50HEDULE - SHEET 46. WEATHERING PROCESS CAN BE SPEEDED AND/OR CURBS. EXPANSION JOINTS IN WALK5 RECOMMENDED 5PACIN6 1 WALL SECTION UP BY PERIODICALLY SPRAYING TREX 15 I6' O.G. FOR CONTINUOUS WALKS UNLESS OTHERHISE RECOMMENDED WOOD PRODUCT WITH HATER. BY PROJECT SOILS ENGINEER. SECTION In - I1 u co �k L 1 .41 FOUNDATION @ BR I DC E A5UTMr=NT5 Z� �_ 1 :21 EXPANSION JOINT / 500RE JOINT 1 101 CONCRETE MONOUR5 a `I'" U) a q REFER TO FINISH 5GHEDULE, SHEET 46, FOR COLORS 4 FINISHES. N 2x6 TREX TOP RAIL 1 ° NOTE: 20'-0" BRIDGE 5P o ALL HANDRAIL 2x4 TREX DOWN RAIL 2 CONNECTIONS TO 5 NPAL SEE 51 3 Y N BE MADE PER 2x2 TREX PICKETS MANUFACTURER'S RECOMMENDATIONS DOUBLE 2x4 TREX 2 I 4 �* RUNNER BOARDS I 4 co ° 3x6 TREX 5 --� DEGKIN6, SEE 14 I 5 51 6 ll° It + III-I I-I ` 7 °°- .. FOUR 4x10 REDWOOD I I=I I � o • ° °� - , o CONT. BEAMS 5PAGED NOTCH 6x6 REDWOOD P05T to 4x6 I I (-I I-I I- =I I- - -1 I - I o�o 00 I I 8 0� y ° - I I-I I-III-III-III _ 6 °0 0 0°0 ° ° oQb °� ° • o� D . o°° Q� • • s o •° a0 EQUALLY (NO SPLICE) FOR PARTIAL 4x10 BEARING, USE I-III � °°°° �° �° � I (2) 5/4"0 M.B.'s (6ALV. or 5.5J AND I I (-III-III=III=III= III- - = 4 2x10 REDWOOD BLK'6 I i i-I i I-I I I=I I I I 1 11 I=i- - - _ q _ BEYOND BETWEEN 4XIO's MALLEABLE IRON HA5HER5. III=1 I =1 I -III=IIi 1111111 ITi-I i-II �=111=111= - '-III III III III=I 51MPSON 'CB66' (HOT DIP 1= to _III-II JLI -III-III- 6ALV. or 5.5.) i i I . - III-III- - 6" 6" 6" + III- I_, I III-I III 11 + SECTION sEE 14 I DRYPAGK FOR FULL BRO. 6 SECTION 6 SCALE: 316" = I'-O" � In - I1-Ou E FIN15H GRADE 1. D.6. PATH TO BE RETAINED Q. 51MPSON '0566 COL. BASE a BELOW BRIDGE REDWOOD 2 X 4. IO.GONO PE RETE FOOTIN6 R DETAILS - 2. 2x4 TREX DOHNRAI L 11. 95515 COMPACTED SUBGRADe 1. FIN15H GRADE 5. #5 RE I NFORC I N6 STEEL - I 5. 2x6 TREX TOP HAND RAIL 12. FINISHED PRATE. 2. 1/4" RADIUS ALL ED&ES a 16" O.G EACH HAY 4. 2x2 TREX RAILING PICKETS 13. ALL. WOOD TO BE 'CLEAR SELECT 3. CONCRETE PAVING - REFER TO 6. EXPANSION JOINT WHERE OCCURS. 12" 50. PEDESTAL w/ n 5. DOUBLE 2x4 TREX RUNNER STRUCTURAL' &BADE REDWOOD FINISH SCHEDULE, SHEET 46. REFER TO DETAIL 12, SHEET 51. (4) #4 VERT5. 4 #3 BOARD 14. ALL FASTENERS TO BE HOT DIPPED 4. 5/4 DEEP X 316 WIDE (MAX) 7. 6 OF GLASS 11 A66RE&ATE TIES © 0 12"oc I ( TOOLED SCORE JOINT W/ 1/411 BASE (4 at TOP AROUND 6. 3x6 TREX DECK BOARDS GALVANIZED or STAINLESS STEEL.WOOD SCREWS TO BE STAI RADIUS EVOE5 WHERE OCCURS ALL NLESS . 6. 955K COMPACTED 5U56RADE GB COL. BASE) -4 7. FOUR 4x10 REDWOOD DECK STEEL. REFER TO CONSTRUCTION PLAN. BEAMS EQUALLY SPACED 15. ALL TREX DEGKIN6 AND TREX 9. I" MINIMUM, 2" AT TURF AREAS 5. 6x6 REDWOOD DECK POSTS RAILIN65 AND PICKETS TO BE SECTION INSTALLED PER MANUFACTURER'S >c� _ - RECOMMENDATIONS III _ I I_OII 2'-6" 50 x 12" THK I. i -'f"' 1516 X 6 BR I DC P SUPPORT F05T5/F00T I NC 5 1 0 15 REPNOOD Biz I DC E 1 2 Ill CONCRETE FAA I NC � REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE °�"GNNED °R_"w" �"PCMM �` APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 1 FTR CITY C.omtw N 10.10.01 DESCRIPTION: �! PLANS PREPARED UNDER THE SUPERVISI N OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF- PM CITY coNM&rs 12.11.01 ►rorstzoHr� 2 R ,,TM: & MURPHY, INC DATE: - /� CITY OF ENCINITAS TRACT NO. x6-240 6775 94- RECORDED FROM: � 10 ��°� °•�N� "am" 1881 BY: BY: Q E�EVA71oN. oA1uM. VERnCAL wosc'.+rEARa.rec.,s TRICK C.M. M RPHY R'LA SNP: DATE. ' DATE: 3 1sO2 WORK PROJECT N0. T. BAY LAUREL SHEETS OF 7.31.02 2 2 r O w n w I. THREADED GAP 2. 5/5" VIA. EYE-BOLT, H.D. �_ �r -I 11= — =11 GALVANIZED Vy/I" I.D. EYELET 11_-111—I I I- HELPED TO POST — — — `t, 5. 4" I.D. GALVANIZED STEEL POST 4. 5" X 5" PLATE S. FINISH GRADE - TURF AREA 5 m dJ I. LANDSCAPE BOULDER - REFER TO FINISH SCHEDULE, n 2 SHEET 46. r 2. FINISH GRADE 5. 015% COMPACTED 5UBG4RADE 3 M I co 4 5ECTI ON II I I_O I I U o CI 5 = 16 BOULDEiz I N LAND50APE � `o nal � allgl/�d`Iliv�l n IIILI III III li�lilil nuh� nllnlail'Illnll nl l ICI III III o rn a o ELEVATION oil Y O o -i U U ++ U1 N N TOTAL LENGTH OF 4" POST 15 10'-5" 0 1 2 �1'111 ilil nkdg1 ,IIglnll 11WIl nl IIILI II dl L'l II nvhl ell„„ ilhUl i I,1 n 4 =1II—III—III— II=1II1II=1I ' � a a � a n —III IIIIIIII 1111111 5 11 111=1 = =iii=iii=�i t HE s SECTION I-;III „ III;,III „ I I 111_ I I_O11 DIA. I. 4" I.D. GALVANIZED STEEL VOLLEYBALL POST REFER TO FIN15H SCHEDULE, SHEET 46. I. LANDSCAPE BOULDER - REFER 4. CONCRETE PAVING - REFER TO FINISH SCHEDULE, SHEET 46. TO FIN15H SCHEDULE, SHEET 46. 2. FIN15H GRADE - TURF AREA 2. POLYFELT AND SILICON AT EDGE. S. g55i5 COMPACTED SUBGR,4DE. 5. CONCRETE FOOTING 4. a5% COMPACTED SUBGRADE 3. DEEPENED EDGE. SECTION I II � I I_O II I S VOLLEYBALL F05T 0 E30ULDER IN CONCRETE FAA I NC REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE °�I_ D BY DRAM �` CHECKED �` APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. 1 PER CITY COMMENTS 10.10.01 DESCRIPTION: PLANS PREPARED UNDER THE SUPERVI ION OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: PER CITY COMMENTS 12.19.01 HORIZONTAL FORSUM/SUMMERS A MURPHY. INC DA � C/TY OF ENC/N/TAS TRACT NO. a5-�4o g�5 rmiwwwKwa�owwiwlraua�+rMrww 1881 BY: 6Y: RECORDED : R.L A No. BAY LA um �4 vERncAL �� ATRICK MU PH � 3 r 0'�- ELEVATION: DATUM: EXp_ 7.31.02 DATE: DATE: WORK PROJECT NO. T.M. NO. SHEET 32,0E r-rwc 1 v"rv%L1 rwT"c 1. GENERAL A. Contractual Relationship III. CARPENTRY In the performance of this contract, Contractor shall hold Landscape Architect Scope of work - Provide all labor, materials, tools, equipment, transportation and and Owner harmless from any and all liability, costs and charges arising out of, necessary incidentals for completion of all carpentry as shown on the drawings, or in correction with, contractors, employees, or it's agent's negligence, omissions, Including but not limited to the following: errors. A. Materials B. Errors on Conflicts I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, E errors or conflicts are discovered In the lanes or notes, they shall be straight, sound, free from marks, pin head knots, sap pockets, slivers, and any p ey checks. Select grade or better where shown on the drawings. Interpreted so as to accomplish the real purpose of those plans and notes. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. G. Additions, Deviations and Alterations «> No deviations alterations from the plans and specifications well be permitted ;. unless authorized on Codar on pressure treated-Douglas Fir as shown on the drawings.5. Posts, Plates and other at-grade connections to be Redwood, Western Rod d by the Owner the Landscape Architect. Should deviation � f from plans and notes become necessary due to conflicting site conditions, Owner 4. Hardware - column bases - Simpson Strong Tie' or equal. Post caps and Y` and L r#dscapo Architect shall approve in advance any such deviation. No strap ties - Simpson Strong Tie' or oqual. Joist hangers and aavvyy angles - additional work will be authorized without the express written authorization from 'Simpson Strong Tie' or equal. Screws, hinges, nails,bolts, and hwashers. All the Owner. hardware mate lol to be galvanized. » .: 5. Stain and paint - as selected and shown on drawings. D. Interpretation The Contractor shall comply with the obvious Intent and meaning of these plans b. Concrete - Glass A minimum 2,000 PSI at 26 days. and specifications which shall be construed to Include all labor, material, tools and equipment necessary to complete the work specified herein In a B. Rough Carpentry workmanlike manner in strict accordance with plans and notes. Should any I. Set all posts, beams, rails and framing plumb and true to line as shown on questions arise as to the Intent and interpretation of these plans and notes, the drawings. s. Contractor shall refer to Owner and Landscape Architect whose decision 2. Connections - make all connections as shown on the d^awings.5plice lumber thereon shall be final. at posts only. Utilize all nail and/or bolt holes for all hardware. E. Observation and Rejection of Materials and Workmanship 5. where surffaacee contact spr�ded for tops, low walls, etc., All materials and workmanship furnished or performed by Contractor shall be subject to final observation and acceptance by Owner and Landscape Architect 4. Post base - set post column base as shown on drawings, providing minimum upon completion of all contract work whether previously paid for or not. At any I' clear all sides from finished post base to top of paving. and all times during the performance of this contract, Contractor shall make ovallable for observation, test and approval, materials and workmanship. Failure 5. provided, ie., it �I all locations where surface contact la of such observers to make observation, tests or approvals shall not prejudice the right of Landscape Architect or Owner on final observation. Contractor G. Painting and Stain shall promptly replace any and all material, workmanship and equipment which I. Fill all seams and cracks with Latex caulk and/or wood dough to Insure an does not conform to the plans and notes. All materials used on this contract even surface. shall be new and the best marked quality unless specified otherwise. 2. Sand smooth all exposed surfaces Is specified as 545. F. Samples 5. Prime all painted surfaces with one coat primer. it When so required by the Owner or Landscape Architect, Contractor shall submit for approval samples of the various materials, and specify finish thereon. 4. Paint with minimum two finish coats for painted surfaces. 6. Local Codas 5. Stain with minimum two finish coats for stain surfaces. All construction shall conform to all local building codes and ordinances. It Is D. Protection and Cleanup Contractor's responsibility to verify all codes prior to commencing work. I. Protect all existing work from paint oversproy. o H. Utilities 2. Upon completion of work, remove all scrap wood, debris, materials and Contractor shall be responsible for verifying the location of all underground tools from site. utilities, electric cables, condults, sprinkler lines and all utility lines prior to any IV. Metal Work construction. Scope of Work - Provide all labor, materials, tools, equipment, transportation Z aid necessary incidentals for completion of all metal work where shown on the o I. Removal of Debris and Glean-Up drawings, Including but not limited to the following= i Contractor shall thoroughly clean and keep free of debris and waste material A. Materials entire construction area to the satisfaction of the Owner. 1. Steel tubing In sizes shown on the drawings ASTM designation 500 and/or hand forged, cold rolled wrought Iron In sizes as shown on the drawings. J The general conditions and any special conditions that Owner may require shall 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. apply with the some force and effect as though written In full herein for all 5. Concrete - Glass A concrete minimum 2)000 MI at 2b days and/or construction sections. 'Por-Rock' as shown on the drawings. 11. SITE EXCAVATION AND ROUGH 6RADIN6 4. Paint - Zinc Chromate pprrimer, 'Rustoleum' finish surface coats or equal. Scope of Work - Provide all labor, materials, tools, equipment, transportation and 'Motalizing' or galvanlzing or powder coating if shown on the drawings. necessary incidentals for the completion of all clearing, stripping, excavating, B. Fabrication and Installation backfilling, grading and related work as shown on the drawings, Including but not 1. Contractor shall make all measurement for fabrication In field prior to limited to the following: starting work. A. Protection of all curbs, walks, walls, structures and other existing work which Is 2. Horizontal bars to taper with grade or step with grade as shown on the to remain. drawings. Vertical bars to be plumb. B. Clearing d stripping site of brush, debris and other fore) materials as G. Weldingg 9 PP 9 9n I. Nblatng to comply with the requirements of standard code for AFRO and outlined In the drawings. gas Holding. G. Excavation for all foundations and footings to the dimension and depth shown on 2. Weld to only clean, rust-free surface. the drawings. Bottoms of excavations shall be smooth and level. All loose material shall be removed therefrom. 5. All Holds to be continuous and free of cracks, craters and porosity. Tack welds not acceptable. D. Subgrades shall be watered and compacted to a relative compaction of 915%. 4. Grind smooth all exposed welds, match adjoining surfaces. E. Subgrades under all paving shall be true to grade and cross section, hard, 5. Flu all open ends and tops, and weld. uniform and smooth prior to placement of base material. D. Painting 1. All metal work to be hot dipped galvanized after fabrication. F. Backfllling of all excavations and trenches after placement of foundations, walls, Prime all metal work with orb codt Zinc Chromate primer. walks, utilities, etc., as outlined on the drawings. Compaction of baakflll shall be 2. Paint all metal work with 2 coa to sum' In semi logo or flat as shown In acceptance with Engineer's specifications. on the drawings. Paint to be 4 mils minimum dry thickness each. 6. Grading of areas Indicated In the drawings including bringing existing grades to 5. Prime and paint per above, all field welds. within 1/10 foot plus or minus. Final design grades as Indicated on the drawings. E. Protection and Cleanup H. Stockpiling of excavation material on Import top soli fill and said shall be as I. Protect all existing work from paint oversproy. outlined on the drawings or as approved by Landscape Architect. 2. Obtain Fire permit where required for on-site welding. I. Glean up and remove all debris and surplus material and remove from site. 5. Upon c xnplotion of work, remove all scrap Iron, debris, materials and tools from site. GON5TRUGTION NOTES 0 REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DR41WN NECKED ffY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK SCALE PCMM 111111111411111 - I CITY COMMENT5 IO.IOAI DESCRIPTION: "�� PLANS PREPARED UNDER THE SUPERVIS N OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: CITY COIHINI S 12.11.01 NORIZONUL FORSUM/SUMMERS & MURPHY, INC DATE �, C/TY OF ENC/N/TAS _ TRACT NO. a8-240 6775 - LOCATION: ,�.m. ...,..�.+ �.a«•• ....«. 18817 BY: QS RECORDED FROM: VERTICAL LANDSCAPE ARCHITECI's 1-HY R.L.A. NO. BA Y LA UREL ATRICK C.M. UR D ATE: °I DATE: � �Gz ELEVAnoN: DATUM: EXP. 7.31.02 WORK PROJECT NO. T.M. NO. SHEET-" OFF CONSTRUCTION NOTES k I 9 2g 30 I A291 { I• - Ile° IRRIGATION NBTALLATION NOTE& IRRIGATION LEGEND: ■ ■■ mop ■ ■ a � ■ ■ ■ ■ ■� ■ ■ • • ■ ■ ■ ■ ■ • ■ ■ � ■ POINT OF C:OINEC'TION - LOCATE THE EXI6TNG 1-145 DOMESTIC IIATM METER PROVIDED AND 67MDOL� 1t4WJFAC113UE16 MIODEL NUMBER! OEaCltll'TIONL RADA F6L 6.10,1.4 DETAIL. 1 t 1 1 1 11, w w w )N1 1 W w w w 1 O INSTALLED aY OTHERS INSTALL 20 COFFER TTTE V. TUEE FROM THE W4TERME"TO THE 1-V1• O RANBIRD ItOi-SpM aQ 6•POP-111'ar'RAY 3-5' % O1 A v !UP !/4' " ' rl 2g REDUCED PRESSURE PRINCIPLE BACK-FLOW PREVENTION WIT.FINAL LOC'ATIONGF THE 1SAC -K.CIU O RANDSID 1a06-a^ _W 6•POP-1.110,SPRAY 3-S' � JO A 1 1 v ••. `E ^•: SHALL ALL BE APPROVED BY THE OWNER'S AUTHORIZED 1lPI�SE rATIVI.FR@1 THE DISCHA11"SIDE 1430 OF THE BACK-1'1.0111 INSTALL 28 PVC CLASS 30 FIFE TO THE CONTROL VALVE 6YSTTE'1S AS NOTED ON 0 RANBIIID iSM-GAIII-SH1I 60 F10P-LP SPRAY 3-S' 25 ,1s A 1 r c THE ORAWNOS.THE CONTRACTOR SHALL PROVIDE ALL REQUIRED FITTINGS TO COMPLETE THE POINT A I" OF CONNECTION TASK THE SYSTEM FWa ISM DMINNO FOR A MA)~FLOW OP 36 GR7 AT A O �� 1s06-SAM-Ki 6• POP-N>SPRAY 6-1' 2S '36 A P c. '' ` ri y* Q MNMJM OPERATING PRESSURE OF WAV FN. 0 RMMRD 111106-SAM-ST 60 r'IOP- P SPRAY 6-1' 2S AS A 1 1' W r ' I IM' Z INSTALL A CAI_6ENSE MODEL ET2000-40-Res-Rl1VM R 40 STATION AUTOMATIC SPRINKLER ® RANDMiD 1a06-aIW-aH 6•POF�SPRAY 6-i0, 2S IT A v " O CONTROLLER ASSEMBLY 'A'.FNAL LOCATION OF THE CONTROLLER AGGEIBLY 61141 1 BE O RAMbIRO 1306-A4M-SF 68 FOPS SPRAY 6-7' 2S iA4 A APPROVED BY THE OWNER'S AUTHORIZED R�SE'TTA'tlW-HIVAC POWER 6HiCLL BE PROVIDED BY St NAME PO 1006-SAM-1102 60 FOP-LIP SPRAY S-9' 2S 36 A / OTFERS.THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDNATNG THE ELECTRICAL SERVICE AND 11NCN!i THE FINAL VAC:POWER CONNECTION TO THE CONTROLLER ALL ITNA,C FG11E1R WIRING � RAMDSUD Ia06-SAih-1oT 6 POP-UP SPRAY hs 25 A6 A a SHALL BE COMPLETED BY A LICENSED ELECTPW.A_ CONTRACTOR THE LANDSCAPE CONTRACTOR Y RAMlHIRD 1a06-SN1-IOHl 6 POF-IJr SPRAY S-S 2S 4 A Q \ SHALL CONNECT 714E RA LOW VOLTAGE CONTROL WIRES 70 THE 7EFMML4L STRIP M THE SEQJENIGE � 4 NOTED ON 1HE DRAlUR4C•5 ® R4UNBIRp 1a06-5411-1OF 6•POP-11'•SPRAY 6-!' 1S tA4 A THE lal4 THSiEE [3J SPA4YE WIRES PR011 THE CONTROLLER it RAMlHS4D 1a06-SAM-QO 6'FOP IJf'SPRAY 10-5' is AD A LOCATION TO EACH ED OF THE MAN LINE RUN. MARIE A COIL FROM AN ADDITIONAL 10' OF WIRE AND 0 RA PD 1006-541'1-QT 64 POP-UP SPRAY 10-5' 25 .00 A INSTALL THE COIL INSIDE A ME RECTANGULAR PULL BOX BRMLD THE LETTERS 'SW'ON THE LID FOR 6 RAMCSIp la06-SAM-QH 6"POID-UP SPRAY l0-S' 26 IZp A - $ r FUTURE IDENTIFICATIOK SPARE WIRES SHALL BE A DENT THAN THE CONTROL- WIRES. _ 0 RAMbIRD ia06-"1-12P 6• POP-1t SPRAY l0-S' 2S 2A0 A 911 ' / / \ - \ O I• p01•E6tiC WATER METER POR PROPOSED RE51ROO1 DLDG AHD gIQMUCNINY•fOWTAM10 PROVIDED Sr RAHMPIP 10064AM-B2 6'POP-1110,army 2-14' 26 AS A A2� < > ' J� / PoR AND MStALLE7 DT otHEtQ6. RAMPO 1006-Sew-BT 60 POP-UP SPRAY 0-14' 2S Ua A RAIP115111110 1111106-SAM-OW 60 PCIPAP SPRAY 2-14' 2b I" A ` \ RAMdIRD 1a06-SAM-6 6• POPE-UP SPRAY 12-14' 2b 211 A 28 A RAINOM IS06-GAM-BF 68 POP-1#'SPRAY 0-14' 26 330 A A25 I 1 . NAM PO 100-SM1-W Q■ POP-UP SPRAY 3-5' 25 AST a 1 V!' I I - ° ' + � r • RAUNBIIlD 102-aAM-bT Q■ POP-UP SPRAY a-b' 26 Jo a 11 \ IRRICsATI[7N PRESSURE CALCULATION TABLE v RA MUD 160-6AM-6H Q' POP-UP SPRAY 3-0' 25 ]3 a 23 96 < > / • ' ` I A31 I <' FOR UJORST CASE VALVE ON POC 'A' v RAMdIRD 102-am-a2 Q: FOP-LIFER SPRAY 6-11 25 '36 a 'r I pl ; ' , . \ Project Name: BAY LAUREL PARK o RAMNDIRD 102-GAM-aT Q, roP-uF eFRAY 6-T' 25 AS D -.'', .ti : \ \ Water Meter Nos A' Sizes 1 1/1° V NAM PO 102-SAM-04 Q POP-UP SPRAY 6-1 26 12 a 1 • PA 40M W-6AM-111P 00 POP-UP SPRAY 6-11 25 L44 a Elevation of Meter: 6�6 . s ;'. A35 H,CaL. Or Static Pressure: N/A 0 RAN4DIRD 100-SAM-102 Q' POP-UP SPRAY "1 20 36 a A A32 � RAMDIRD b0-GALL-TOT 0 POP-UP SPRAY a-b' 2b ,IS D G Remote Control valve. filmot I s < r\ �� • I t14' Demand: v NAMPO IaQ-6AM--IOM 0 POP-UP SPRAY s-e 25 J2 a A-26L_< ( •• 5 " ' W 1 yp Elevation of Head: 628'. • R4REIRD 100-54M-IOF 00 roP-UP SPRAT s-a' 25 1.44 D t . TIC w ' Pro"ure Required at the Head: � , b RAMDIRD 102-GAM-02 0• FOF-11110,SPRAY 10-11' Zs b0 D c ' \ BANDIT® W2-GAIN-0r Q• FOF-1111'SPRAY 10-11' 26 10 D v > c v IIAMPO 100-GAM-OH 00 POP-UP SPRAY 10-11' 25 120 B I W V4' \ , 33 SIZE: DEWRIPTION. PSI LOSS$ ♦ NAM PO IM-GAM-OF 08 POP-UP SPRAY 10-11' 25 2A0 a •• 8 INAR$IRD 100-SAM-82 Q' POP-UP SPRAY U-14' 25 As a. \ i F •• I c . Ai 1 V1• UJATER METER (DOMESTIC) 3A0 a Rgs'dIRD IM-GAM-10T 00 FOP-UP SPRAY Q-141 25 1U0 a — _ — — — — 1 IR• BAOGLOU I°REVENTOR 13� sHM I MY II/2 8 RAMEUIlD ESQ-54M-10H Q■ POP-11110 SPRAY n-141 21H 1bb D .. L — "� =•-►♦�— — � A 7' C>,aTE VALVE 150 28 36 �11 36 670' 7• MAIN LINE PIPE 1.20 V RANDIRD la0•SAM-IaF Q• POP-130,SPRAY 0-141 20 330 D 11 F LATERAL LINE LAO i • •• A33 IV!• A15 .. Ai4 A3� I , , , I L/2■ REMOTE CONTROL VALVE L80 v HUNTER 1-20-ADV-l0 POP-UF•ROTOR 21-27' 40 100 C --- FITTINCG LOSS (10%) 2.80 � HATER 1-20-ADV-IS POP-UP ROTOR 21-30' 40 L40 c Ile" ZS HAN'IER I-20-ADV-20 POP-IP ROTOR 24-38 40 R,0 G ELEVATION (LOWASAN) 3JO 'w Q HATER I-20-36V-40 POP•-UP ROTOR 24-32' 40 3.70 c HEAD PRESSURE 480 ® HUNTER 1-20-36V-3D POP-UP ROTOR 24-31' 40 300 C ' 1 V4' p / to r SUB TOTAL 189 • HUNTER 1-20-ADV-30 POP-UP ROTOR 20-U' 40 2A0 c STATIC PRESSURE HINTER I-20-aDV-40 POP-uP ROTOR 21-Bbl 40 310 c 00 lu / TOTAL SYSTEM REGL 189 HINTER I-0O-ADV-60 POP-1.110,ROTOR 30-3b' 40 490 c _y - - -• ti '- - - _ - - - - - - I -� - - - - - 28 RESIDUAL PRESSURE ___ HUNTER I-20-ADV-80 PO10,-110,ROTOR 30-is; 40 600 G r[- 3m y i JI © HINTER 1-20-36Y-50 FOF-UF ROTOR 10-39 40 i00 G A23 , .. r r 1 A2 SET PRESSURE NIECK"TINCs _- PSI Q HUNTER 1-20-HP-ADVAC 04 POP-UP ROTOR 211-271 40 100 D �' r Ile" VALVE AT: - HUNTER 1-20-410-ADV-Ib an POP-UP ROTOR 21-301 40 TAO D D L" X Aid I W' HINTER 1-20-HP-ADV-20 00 POP-UP ROTOR 24-31' 40 200 D y` un" § - 25 - p - - - � -F -' -T- � FIlt1ER -20-FP-36V-40 0• FOP-UP ROTOR 24-39' 40 D •• +H A13 [!y, ; :+': , : :`S. 21 RAIN Beep E•a-eP SERIES ELECTRIC REI'101 CONTROL VALVE WITN A E 1 PVC ISOLATION BALL VALVE INSTALLED O - I i�, a •� ; `< �'-y • � ; •{ ' � I A3 � AHEAD of EACH VALVE 1� �+. / ' fa J• , yy///,,J(� In Q RAMWRD 44LRC QUICK CCUPLMG VALVE WITH A PVC ISOLATION P ./ r JJJ ' '+••' /.. •iV'• C �/■ V4' �.I — — \ `� / < Y ,• ,JJJ JJJ , QUICK VALVE AHEAD of V1 JJ-uJJ"J�JJ J ` •> 2" CO PER WATER C r s JJJJ JJJJJJJJJJJJ . , , 11R SERVE E LINE, REFER I-BTU raN L 61zPr i l ` .. �.{.� 1 V r J )JJJJ J J " 'f \ JJ J�JJJJJJJ .O' JJJ JJJ JJ TO INFERS PLANS Q ® £X167MG I L* DOMESTIC WATER METER MR SIR IGATION --- \ . JJJJJJJJJJJ . : '.: y 27 PII110V7�ED BY OtFERb U JJ 26 tu 0 422 • 1" � r , . • .. W L. G14lSUIOLD 22301'1110 NORMALLY CLOSED MASTER VALVE 1 I I r I M4• / - CALSENSE FMA Vt' FLOW METER J ' • ( \ I p O • : •, Q AOrJ A❑ C:ALS04GE E12000-010-R�1-RR/SSE-R CONTROLLER A6SEMDLY K 4 L I NOTE: CONTROLLER ASSEMBLY LOCK TO DE KEYED FOR yj1 j E4CMITAS PARK AND W404 DM610HL ' 't ,• IJJJJJJJJJJJ +. S' I 35 _ _ - i O I JJJJJJJ MFIKMD RECTANCiU AR FULL BOX FOR SPARE WIRES M JJ •' 3111 A6 APPROVED PVC SCH"40 IRRIGATION WIRE CONDUIT[SEE NOTES FOR OUM) N \ �1jJ JJ APPROVED PVC 6CH 40 pUtlf•4TION SN2EVE (SEE NOTES FOR SIZE) N j- s• 34 . a JJJJJJJ�.JJJJJ J + •` I `'. -yH JJJJJJJJJJ JJJJ JJJ JJJJ _ ,JJJ JJJJ .. •.:� Ile" A,pFRpyEp PVC CN.200 LATERAL LINE 10,110E ( SUE ,46 NOTED) N 4 O W Al2 I 't.� )JJJJJJJ J JJJ JJJ �'y �� — + f •,< S J JJJJ APPROVED T°VG 310 FOTADLE SOUeCG PRE6euoE SUPPLY LINE N 4 O JJJJJJJJLJJ JJJJJJ ` v'< . POR PIT•E 2• AND LARGER— c, JJJJJJJJJJJJ J J J )JJJJ ::. I !` ALL FIFE 116 2• tNLEbb OTHERWISE NOTED. A2I — r 314' JJJJJJJ JJJJ J F iln • JJJJ JJJ J JJ JJ c < <:'` /> APPROVED PVC SCH 40 POTABLE SOURCE PRESSURE SUPPLY LINE J J J J �/� JJJJ) i : !• '..''t y \ POI!1 Yf• DIAMETER AND SMALLER ISS '• JJJJJJ z: <• ^ < \ ------ "LLOda PER MINUTE '' I < : .." _ JJJJ) •. '..' °4 i '. " ,• JJJ `1 W ,y J IFP '• < < ., W ''. r, � •JJ JJJJ •:•r .+` �• ' j� KATE BOARD JJ J��JJJJJJ i� kR STATION NUMBER 31 REA I JJ JJJJ 1 w It ` < ,< ,'�,! . JJJJJJ .L > � CONTROL VALVE 51ZE 'P�:•0,i.,:. (' <•:a I 1 JJJJJJJ Iv y' • 36 1 , z •t • v : , W e JJJJJJJ JJ ,•: +, JJJJJJJ) ,I r I.�� • �� '. �'i.� L._ JJJJ) JJIJJJJ I v'. "J. 11 ! I JJJJJJ JJ < r - IW ��//',//%//%j�Y/'. i Vii'.. .{<.•• K ♦ r •`< . K IW SAFE f 1 rn` e N f ` >1�• SCALE: 1 " = 201_0111 APT V 15PL'AY A18 ,qI � I ^ r 11 ln. 5A_ NFO� 5TH T nn° I„ �' Q 31 n- A9 O 20 40 60 eo �•- NORTH � r RNSIONS s., APPROVED DATE ' REFERENCES DATE BENCHMARK SCALE °�1GNED 1:r DR_M ffT FOMM �' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING. ND. GI 1 1001 DESCRIPTION: PREPARED DER THE RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: PLANS PR UN SUPERVISION OF I= 1=7 I HORIZONTAL 4 � . - CITY OF £NCINITAS TRACT NO ' LOCATION: FORSUM/SUMMERS $ MURPHYy,�INC DATE: �/ _ ,. N WOWNWHAW.AM7MONMPOW,d■O■MOW 4M•OA111 BY. BY. - LOCORDED FROM: 19131 q8 240 �� I tt VERTICAL LANDSCAPE ARCHrIEM ICI MU PHY R.L.A. NO BAY LAUREL 7.31.02 DATE: DATE: < ELEVATION: DATUM: EXP. WORK PROJECT N0. T.M. N0. SHEETS OF Mr DAM 3.+AA1 1 0 Y i - H ,x 2 ./- KA;ESCAPE, ET'C N TURF AREAS 12' • BUILDINGS OR PENCIES 1 2 . 6• ./_ BOEWALKS. CU?86. PR WEADERBOARD9 1 , ' a NS 549E 90CIET OVER a�0 Fo { • ; .. ., j•• .; .., :..e':.:... : . ,•' OF wraps STEP I ,�LEER•••• �.� •:.• •.: rr.�� , A. WIEB APPROX. 5/8' Ji i)f•'e FROM ENDS-TWIST TOGE71HW. ,rr•...•. 8 4' 4 {, .. '�_• /;R ;, g1JG-I=EIL PER FL.LM YMTFN BFJLLHr CAP OevrRY. . . Y •.•.. • .�, N le ` S 4 `t,..i•. STEP 2 v. .1r'•:. �.> 'i• i •.... . ' J': ,•'4y fi ' ` •� PLIT omp SlE°_VE OVER WOW ENDS - COW IF !, .R, •:":y .,. y:vr. �: ► t f ' ti• ..• !r. J 4 • r.w' SAVE AND CUT OPP EXCESS WERE. 7 :w-.... ■. Art: • .•:tar ,. ' i4•r.. J• .r•. .•t, r .. ■..�� w:�' .{}war'..x. (� � .=�j ftt t.r•' v, j:••'-�" t L�` ' tirF • "'.7 i i PULL SASE SOCKET OVER END AS PAR AS Le 5 hx- :. . 5 PoeeeNE. • I DIX PIPE 5X PPE CIA. ■ •■ �• '�~4 •i ® �/��' ��p A'.p,• •L •;r:'• '.�'r.. •.7■ ; :..,: .V•. MN UPSTREAM DOMl1STR'c.MA 2 R y■ tiY6 .•iti ti a 3 Slf� 3 ►6i'AI.I- 6' F'RO•M ®6E Cr 0 gt . r. a.4'J'• ,• - �'. : •• '.i., a•Y.: ;r.VARDSCAPE O 12' WW PCP-LP FNSH GRADE �'�•'r.' s`'.•;n!R .� :j/•s� .1�•. �{R i.i Mr a •r:, \l{vA� Pl$M S£ALM PLUG INTO SASE 80q�T. ® Fir3M GRADE ® PVC 9CF(. 40 BTRJ�T EL PNEM GRADE - rBTALL O 3/4' X 2' 9CH. 80 NPPIE . •,:s�..a FT•19a GRADE ® PVC PR>3S.RE SUPPLY LICE ��$r"+i: `rX ® O GRADE I, J POBTTNE ® , 2 RECTANGULAR VALVE BOEK PUSW TO Em OF SAM aOCKET TO 'IFg N LATERAL USE PIPE © 12' 9CH. 80 NIPPLE RECTANGULAR VALVE BOX 3/4' E19CTRIG4L CONDUIT �t4:'Mti■ `V( ,4 RSER RETRACTION. _ ® 8' DUI. CL. 160 PVC S LDIE _ :- .y . .� ASSFE OOR.PLETE SEAL.NG OF OOMIBCMCN. ® I/2' X 2' 9CH. 80 PVC NPPIP O LATERAL LINE PPE O STFaET (11ia£ RE(Y1a37) OF PRESSURE SUPPLY LINE ® BOTTOM TO FILMED ANDAND CONTACT ® *9883 LFA0.4 DECODER, r�:w ,� •-e7\ TOP OF PIESSUE MrP T LNE REEr TO PLAJ•8 FOR LOCATION STEP 4 ® 1/2' X 8' S M. 80 PVC NIPPLE ® TEE N LATERAL LINE PPE ® REFER TO SPECIFICA.TDNS ® SNL VALVE WITH ROUND wDLE ® 1 CU. PT. MN. GRAVE SAI ® FLOW SENSOR, TO PLANS 3/4• GRAVEL SUP I CU. FT. ® 1/2' 9CH. 40X O ELL (2 REa�T FOR MODEL N.AOM AND 9M ® CONTROL Wrari Fl SUPPLY LINE ow ® SUED X t�9CH. 40 PVC ADAPTOR ® P COLP1� OD CCN IIT S�1N6 �� (N Oo DLm 0 IN S rove �lor�s-PEER TO QPVT: PRESSURE SLFFLY LINE Q a� ®�3PECrICATONSI © SURFACE A r� POP - J EP SPRAY HEAD POP - UP ROTOR OG ISOLATION VALVE FLOW SENSOR O TRENCHING WIRE CONNECTOR 7 TO wAROSC D 12• 1-�G-I POP-UP 2 1 /2' AND u•>Dez 1 Ia�OSCAPE 2'-4' 13. 5. 10' •j. ..� •..;:':; 2' MINIMUM N TURF ARRAS 1 ',t,,:•.. �:'.+.�• ® 6' MNMLM N SHRUB Al2FJ5 0,i ( ,:ti.:.•.• :v •: , ,%•.41 @6':. ® 6' FROM TOP OF CONCR ETE TE TO A� 13� AT B e ei C H BFWl BE 2' PWOM b TOP OF Fi.9 SIFAC=.~ ; C 12' MUNIUM 18' MAXIMUM.ZN co it e• o e •i ep•'e 7• •., : . . {: 'L NOTE N •rr� ® ` .,;1` .a t,•'y,Ri. CONCRETE BASE TE. BE - - COLOR® CONCRETE. OOLm TO BE Pm CITY D - .., , 9TMD/W08. 2 t �_ ;�:..��. . «. m,^,,ic'`• I . • ,I F I HIVVICVE� 5 Cn O .f v•:•�i •�r7..J �,. '. :. ,.,• A Z :4 .y.. : !:. 'Y �• �. 4. �±.• 3 FN3M GRADE 0 5' n 0 POP-LP SPRAY READ _ ': •4 2,i Y •:'' ' ::` ... f,:.f .' o ' 6 © Fra�N GIRADE e: • ea~ ¢O .m ® TEE N LATERAL LINE PIPE O RECTANGULAR PLASTIC VALVE BOX® PVC SON. 40 90 DE6faE EL O ® FROM WATER SOURCE -J © UBOTRIC Ra40TE CONTROL VALVE® 3.4' MJ54M ROCK SUMP © WYE STRAINER SM 9T FICAIT10t•F Y LINE, O FUSH GRACE O CONTROL Wlla<u O PRESSURE SPRY LINE ® I/2' X 6' SM. 80 PVC NPPIF 0 ® 1/2' X 2' 9CH. 80 PVC NIPPLE ® FNW GRADE PRE5SRE SPRY L!E ® RISER ® STANPSS STS EJp.OSIE, w MAW Q LtaTEra LINE p � T 9PBCAG4TIOK9© MREF$RSP�ROAT10Ng1 ® 1/2' MP X FIP 90 EL (2 REOL�I ® PVC LATERAL LINE PPE ® TWRE GRADE SAiL VALVE ® :$ 81PECACAITONS r INSTALL ALL OONTRCX. WRE ON THE UNDERSIDE OF TFE PRESSI.IE SUPPLY NNE. ® ® T•raJJ10® BY 9F OOIPIJNB SECS NA1i�PE SCALE g POP - UP NRUB SPRAY REMOTE COOL VALVE K s40W P�OTOR �GLRS� CONTROLLER BASE O TRENCHING NE sCAPE E � AT,, FT� RF TYPE I SURE NE CONIC PETE LANDSCAPE NOTED POR CONDUIT LOCATIONS, FLED SATELLITE LINT REFER TO CONCRETE CONTROLLER 0 N STAINLESS SIB. ENCLOSURE BAST: DETAIL DRAV". © REEr TO CONCRETE CONTROLLER BASE METAL. 1 1 ® FN64 GRADE ® 120 VOLT WERE N5M 3/4' CONDUIT AND SVMEEP ELLS 3" CIA CIONDUET AND • • w ® FOR CONTROL VIRM SWF� BILLS • ® 3/4' GROU•DM WEE CONDUIT AND ELLS •,i '� I y '+•1 0 3/4' FLOW SE NSCR WRE CONDUIT y AND SII BILLS . :�`'.: '•�..'. •. ' *. ' b' ® 3/4' MASTER VALVE WRE CONDLIT • • N J •:..r: '=. .;: :N'l ._ . :..!'. AND 9W&EP ELLS � ' ,•Y •' . . `: .�,'. •,. 1 ® CONDUIT AND SWEEP BJ.S • .• •'•!'i v. : +� 'f . :��. a,,•^:� ��,..�••4i M FLEX CASE AS PART CF TI-E t :• J': (D D CONTROLLER ASSEMBLY a.:J'•,•'ti1' .y.. • t + . • •,i REUTA GU UN AR JCTION BON( [: �. :� �• :•.'.1a , 1 d I WrrH ON/OFF SwRCH :°1 y'•.. J t:: y L r.'. 4. r. .f. O •. r .Y•tr•• •,Iwo.. .. .. �.• 2PEA GRAVE. ;� .• !r • ... 'y • �•i s1 :.. •. '., •,•,,.. .1� 4' j. •: d• .. � , .. 'ice' I .0 ' Z•'[' ;•.,•. WRE TERMINAL BLOCK f �. *��'..� rJ•' ... •r .• :S .•�•►: .t OIO ROLM VALVE BOX © PVC SON. 80 NIPPLE : •' •.; t' !t.M •� • .• .i.�•: r!+ :. LATH LOCKNG BOLT LED RECTAL 1M PLASTIC VALVE BD)(® PVC PRESSURE SUPLY LINE �:. ie S r• :: �,'•. .>).,• :i t' •. f sK'..�...� . : . .e. © FTNEN GRADE ® 3 CU. FT. ORUS�® ROCK SAP FROM BASKET 3TRAr.Ht •..'`. 2,N ..Y•;.• ' .}::1. �. '. . � � • � ��. ;*:• '•• ••• © SMCTRIC REVgTE CONTROL VALVE O 3/4' CALI9•EO ROCK BLIMP ® CLICK OOlAN6 VALVE ® TN2FIIMED NIPPLE_9CF( 80 CONE CUBIC FOOD ..�!; •r"'.. . GEAR ORNEN ROTOR ® 3/4' X 2' 9CH.. 80 NIPPLE ® �N GRACE ® FING4 GRADE ® MP X PP SIFT EL (2 REGXf2�T ® PRESSURE SUPPLY LINE ® NOTE VALVE SHALL WIVE A MINIMUM OF 4' RECTANGULAR GULA ® (OPE Cl6C FOOT Mfa•Ll•OMNMLJrO PRESSURE SUPPLY LINE ® LATERAL LINE PPE ® 12' BCFR. 80 NPRP ® � STREET EL (2 R� CLEARANCE PROM THE BOTTOM OF T•E VALVE © ° 9. „80 ® PVC MALE ADAPTER (2 RECD LED.VALVE MD TOP OF OF 62M.V CLEARANCE FROM • TW � ® PVC TEE ® SPARE YOE LABEL ® TEE N LATERAL LINE PPE MP X FP STREET EL ® REFER TO SPECFICATIOPF WrE• PLOP - UP ROTOR O QUICK COUPLING VALVE MASTER VALVE FIELD SATELLITE UNIT 0 P IIPMG . CCWRRE COMMON cow SHOV" TURF REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN Br CHCKM BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PCMM i PER CITY commem-5 10.10.01 DESCRIPTION: �1 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: PER CITY coririENTS 12.1-►®I HORIZONTAL �� i�� CITY OF ENCINITAS TRACT NO. ge-24•o 6775 G PER CITY 00MNENTS 22.6,02 LOCATION: FORSUM/SUMMERS & MURPHY, INC DATE: Q PER CITY COMMENTS 5.1442 RECORDED FROM: ltWOWMNKIIWAY,MRIMWJI PMR,CMMWfIia X40"0 R.L.A. NO. 1881 �' BY: BA Y LAUREL 7 6 VERTICAL LANDSCAPE ARCHITECTS +ATR+CK "MURP Y DA TE: '� DATE: .3 j-1!ssZ ELEVATION: DATUM: EXP. 7'31'02 WORK PROJECT NO. T.M. N0. [SHEET OF II ccu A ....,.... nATr• Sam IRRIGATION DE TARS PAR 1 - GENERAL MAINTENANCE, USE CAUTION WHERE TRENCHES AND PIPING CROSS EXISTING ROADWAYS, THREADS-INJECTION MOLDED TYPE (WHERE REQUIRED) L10 SUMMARY SIDEWALKS, HARDSCAPE, PATHS OR CURBS. IN THE EVENT THAT DAMAGE DOES THE MAINTENANCE PERIOD FOR IRRIGATION SHALL BEGIN AFTER A CERTIFICATE TEES AND ELLS-SIDE GATED OCCUR THE OWNER WILL REPAIR SUCH DAMAGE AT THE CONTRACTOR'S OF COMPLETION IS PROVIDED BY THE ARCHITECT TO THE OWNER THIS SECTION COVERS THE FURNISHING OF ALL MATERIALS AND PERFORMING EXPENSE- ALL OPERATIONS TO PROVIDE A COMPLETE OPERABLE LANDSCAPE IRRIGATION SUBMITTALS THE CONTRACTOR SHALL WARRANT MATERIALS AGAINST DEFECT AND GUARANTEE THREADED NIPPLES: ASTM 02464, SCHEDULE 80 WITH MOLDED SYSTEM AS SHOWN ON THE DRAWINGS INCLUDING THE FOLLOWING: THREADS. IN WORKMANSHIP FOR THE PERIOD SPECIFIED UNDER THEIR MAINTENANCE AGREE- TRENCHING, STOCKPILING EXCAVATED MATERIALS AND REFILLING TRENCHES. SUBMIT (6) SIX SETS OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUFACTURER'S MENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING JOINT CEMENT AND PRIMER TYPE AS RECOMMENDED BY MANUFACTURER BROCHURES, SERVICE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS FOR WARRANTY ITEMS WITH MANUFACTURER/DISTRIBUTOR AND OWNER OF PIPE AND FITTINGS. IRRIGATION SYSTEM CONIPON£NTS INCLUDING BUT NOT LIMITED TO: PIPING, APPROVAL TO THE ARCHITECT PRIOR TO BEGINNING WORK. SUBMITTALS SHOULD - BACK FLOW PREVENTION DEVICES AND ENCLOSURES, FERTILIZER INJECTION BE IN A BOUND FORM COMPLETE WITH TABLE OF CONTENTS. THE CONTRACTOR SETTLEMENT OF TRENCHES WHICH MAY OCCUR DURING THE MAINTENANCE PERIOD SLEEVING, SHALL NOT PROCEED WITH WORK IN THE FIELD UNTIL THIS SUBMITTAL 18 APPROVED WILL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER RECEPTACLES, VALVES, FITTINGS, ROTORS, SPRAY HEADS, EMITTERS, DRIP IN ITS ENTIRETY BY THE ARCHITECT. TUBING, CONTROLLERS, WIRING, AND FINAL ADJUSTMENTS AS DETERMINED TWICE THE NOMINAL SIZE OF THE PIPE WITHIN. BY THE ARCHITECT TO INSURE EFFICIENT AND UNIFORM DISTRIBUTIOl"L THE CONTRACTOR SHALL FURNISH (4) FOUR SERVICE MANUALS TO THE OWNER REPAIRS REQUIRED DUE TO VANDALISM BEFORE THE END OF THE MANTENANCE PRIOR TO SCHEDULING A WALK THROUGH FOR SUBSTANTIAL COMPLETION OF PERIOD WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. PVC CLASS 315 (1" - 2 1/2" PRESSURE SUPPLY LINE) AND PVC CLASS PIPE CONNECTIONS TO PUMP STATIONS, WATER METERS AND BACK FLOW THEIR WORK. MANUALS SHALL BE SUBMITTED IN A BOUND FORM COMPLETE WITH 160 (3" AND LARGER PRESSURE SUPPLY LINE). PREVENTION DEVICES. A TABLE OF CONTENTS, COPY OF CONTRACTOR'S WARRANTY AND WOFjc2lAN- FREEZE DAMAGE TO EQUIPMENT DURING THE MAINTENANCE PERIOD SHALL BE SHIP FORM ON COMPANY LETTERHEAD AND SHALL CONTAIN COMPLETE ENLARGED f =PAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. PVC CLASS 200 (NON-PRESSURE LINES) TESTING AND INSPECTION OF THE IRRIGATION SYSTEM. DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS WARRANTY'S AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND CLEANUP AND MANTENANCE. ADDRESS. MANUALS SHALL INCLUDE OPERATION INSTRUCTIONS. MANUALS SHALL PRIOR TO A RELEASE OF RESPONSIBILITY AT THE END OF THE MAINTENANCE COPPER PIPE AND FITTINGS, BE SUBJECT TO APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AS PERIOD, THE CONTRACTOR SHALL SCHEDULE A WALK THROUGH WITH THE TO COMPLETENESS. OWNER OR OWNER'S REPRESENTATIVE AND DISCLOSE AND PROVIDE THE PRESSURE SUPPLY LINE (FROM POINT OF CONNECTION THROUGH BACK- RELATED SECTI❑NS1 FOLLOWING: FLOW PREVENTION DEVICE): TYPE K HARD COPPER HARD TEMPERED, N SUBMITTALS RECORD DRAWINGS CURRENT WATERING SCHEDULE REQUIREMENTS. ACCORDANCE WITH ASTM 154284. CONTRACT GLOBE-OUT PRIOR TO BEGINNING WORK IN THE FIELD THE CONTRACTOR SHALL SECURE A TWO l2) SETS OF THE REQUIRED TOOLS FOR REMOVING, DIBASSEMBLNG FITTINGS: WROUGHT COPPER SOLDER JOINT TYPE. COMPLETE SET OF IRRIGATION PLANS, DETAILS AND SPECIFICATIONS ON DIAZO MYLARS At THE ORIGINAL SCALE. THE CONTRACTOR SHALL BE RESPONSIBLE AND ADJUSTING EACH TYPE OF ROTOR OR SPRINKLER HEAD AND VALVE JONTS: SOLDERED WITH SOLDER 45% SILVER 15% COPPER 15% ZINC EARTHWORK FOR MAKING A SET OF BLUE LINE PRINTS FOR EVERY WEEK ON THE PROJECT. AT USED ON THE PROJECT. AND 24% CADMIUM AND SOLIDS At 1125 DEGREE F AND LIQUIDS AT THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL RECORD ALL WORK 1145 DEGREE F. SOIL PREPARATION ACCOMPLISHED FOR THAT DAY ON THE SET OF BLUE LINE PRINTS IN RED INK TWO (2) SIX FOOT VALVE KEYS FOR OPERATION OF GATE VALVES. THESE RECORD DRAWINGS SHALL BE BROUGHT UP TO DATE AT THE END OF LAWN AND GRASSES EACH WORK WEEK BY A QUALIFIED DRAFTSPERSON THESE DRAWINGS SHOULD BRASS PIPE AND FITTINGS, INDICATE THE FOLLOWING: FOUR (4) QUICK COUPLER KEYS AND MATCHING SWIVELS FOR EACH TYPE OF QUICK COUPLER USED ON THE PROJECT. BRASS PIPE SHALL BE REGULAR WEIGHT, 85% RED BRASS, ANSI SCHEDULE TREES, SHRUBS, AND GROUND COVERS ANY ZONING CHANGES. 40 SCREWED PIPE. E N E R A L REQUIREMENTS: DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDING FITTINGS: MEDIUM BRASS, SCREWED AT 125 POUND CLASS. '. CORNERS, FIXED HARDSCAPE CORNERS, ROAD INTERSECTIONS, PERMANENT CODE REQUIREMENTS SHALL 15E THOSE OF STATE AND MUNICIPAL CODES AND EXISTING UTILITIES) THE LOCATION OF THE FOLLOWING ITEMS: REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING ANY EXTRA STOCK: REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING CONNECTION TO EXISTING WATER LINES. VALVES, THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS PROVIDE THE OWNER WITH THE FOLLOWING ITEMS AT THE END OF THE WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE ARCHITECT. ROUTING OF PRESSURE SUPPLY LINES AT EVERY 100' ALONG MAINTENANCE PERIOD: ELECTRIC CONTROL VALVES: AS NOTED ON THE DRAWINGS. CONFORM TO THE REQUIREMENTS OF THE REFERENCE INFORMATION LISTED ROUTING. FIVE (5) POP-UP SPRAY HEADS WITH NOZZLES OF EACH TYPE USED, BELOW EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR ELECTRIC REMOTE CONTROL VALVES. GATE VALVES: SPECIFIED IN THE MOST CURRENT SET OF CONSTRUCTION DOCUMENTS: FOR EVERY 100 POP-UP SPRAY HEADS INSTALLED ON THE PROJECT. 0 GATE VALVES. GATE VALVES FOR 3/4" - 2 1/2" PIPE: BRASS CONSTRUCTIONt SOLID * AMERICAN SOCIETY FOR TESTING MATERIAL (ASTM), FOR TEST METHODS QUICK COUPLING VALVES. FIVE (5) ROTOR HEADS WITH NOZZLES OF EACH TYPE USED, FOR EVERY WEDGE, ISC THREADS, NON-RISING STEM WITH WHEEL OPERATING HANDLE. 76 SPECIFICALLY REFERENCED IN THIS SECTION. 100 ROTORS INSTALLED ON THE PROJECT. in CONTROL WIRE ROUTING (IF ROUTED SEPARATELY FROM PRESSURE GATE VALVES FOR 3" AND LARGER PIPE: IRON BODY, BRASS OR BRONZE UNDERWRITER'S LABORATORIES (UL), FOR UL WIRES AND CABLES. SUPPLY LINE). MOUNTED AWWA GATE VALVES WITH A CLEAR WATERWAY EQUAL TO FULL NOMINAL DIAMETER OF VALVE* RIBBER GASKET OR MECHANICAL s WORK INVOLVING SUBSTANTIAL PLUMBING FOR INSTALLATION OF COPPER PIPING, BACK FLOW PREVENTION DEVICES. JOINT-TYPE ONLY. VALVES SHALL BE ABLE TO WITHSTAND A 5 BACK FLOW PREVENTION DEVICES AND OTHER RELATED WORK SHALL BE EXECUTED CONTINUOUS WORKING PRESSURE OF 150 PSI AND BE EQUIPPED WITH A o BY A LICENSED AND BONDED PLUMBING CONTRACTOR ANY NECESSARY PERMITS WATER METERS). PART 2 — PRODUCTS SQUARE OPERATING NUT. SHALL BE OBTAINED PRIOR TO BEGINNING WORK CONTROLLER AND/OR FIELD SATELLITE ENCLOSURES. °z SPECIFIED DEPTHS OF PRESSURE SUPPLY LINES, LATERALS AND PITCH OF PIPES GROUNDING RODS BALL VALVES: PVG BLOCKED TRUE UNION, AS SPECIFIED ON THE DRAWING. AS STATED IN THIS SECTION ARE MINIMUMS. SETTLEMENT OF TRENCHES LOWER PIPING; i THAN GRADES SPECIFIED ON THE FINAL GRADING PLANS IS CAUSE FOR REMOVAL OTHER EQUIPMENT AS DIRECTED BY THE ARCHITECT. I QUICK COUPLING VALVES: BRASS TWO PIECE BODY WITH LOCKING RIBBER o OF FNISH GRADE TREATMENT, REFILLING TRENCHES, RECOMPACTING AND GENERAL PIPING: CAP, DESIGNED FOR WORKING PRESSURE OF 150 PSIt OPERABLE WITH QUICK REPAIRNG OF FINISH GRADE TREATMENT. PRIOR TO SCHEDULING A WALK THROUGH FOR SUBSTANTIAL COMPLETION, COUPLER MANUFACTURED BY RANBIRD. PROVIDE A RECORD SET OF FIELD AS-BUILT DRAWINGS AS DESCRIBED ABOVE PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE FOLLOW CURRENT PRINTED MANUFACTURER'S SPECIFICATIONS AND DRAWINGS TO THE ARCHITECT FOR REVIEW. AFTER REVIEW, THE ARCHITECT WILL RETURN NOTED. o FOR ITEMS OR INFORMATION NOT 8P£CFI£O OR GRAPHICALLY INDICATED IN THE THE AS-BUILT SET TO THE FIELD FOREMAN REQUESTING FURTHER INFORMATION MOST CURRENT SET OF CONSTRUCTION DRAWINGS. OR WILL NOTIFY THE OWNER THAT THE RECORD SET OF FIELD AS-GUILTS ARE COMPLETE. AT THIS TIME A WALK THROUGH FOR SUBSTANTIAL COMPLETION IDENTIFY PIPE WITH THE FOLLOWING INDELIBLE MARKINGS: VALVE BOXES: SCALED DIMENSIONS ARE APPROXIMATE AND AT TIMES IT IS NOT POSSIBLE TO MAY BE SCHEDULED. INDICATE OFFSETS, FITTINGS ND OTHER RELATED EQUIPMENT GRAPHICALLY ON MANUFACTURER'S NAME. GAT£ VALVES, DRIP LINE BLOW-OUT STUBS, MANUAL DRAM VALVES, FLOW G THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR SENSORS, GROUNDING RODS, COMMUNICATION GABLE SPLICES AND WIRE G CHANGES CAUSED BY ACTUAL SITE CONDITIONS. BEFORE PROCEEDING WITH ANY PRIOR TO SCHEDULING THE FINAL WALK THROUGH, A FINAL SET OF AS-BUILT NOMINAL PIPE SIZE. SPLI CES: CARSON +910-12. RK , WO THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS DRAWINGS ON DIAZO MYLARS SHALL BE COMPLETED AND PROVIDED TO THE OF RELATED ARCHITECTURAL ELEMENTS, UTILITIES AND LANDSCAPING AND OWNER OR OWNER'S REPRESENTATIVE. SCHEDULE OR CLASS. ELECTRIC CONTROL VALVES, DRIP VALVE ASSEMBLIES AND TENSIOMETERS: FURNISH AND INSTALL REQUIRED FITTNG. CARSON 01415-135. CONTROLLER DRAWINGS, PRSSURE RATING.NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE CONSTRUCTION QI IVALVE BO XES PERPENDICULAR t0 HARDSCAPE AND NO MORE DRAWING WHEN IT IS OBVIOUS THAT ACTUAL FIELD CONDITIONS SUCH AS FROM HARDSCAPE. PHYSICAL OBSTRUCTIONS, GRADING DISCREPANCIES AND FIELD DIMENSIONS VARY AFTER COMPLETION OF THE FINAL SET OF AS-BUILT DRAWNG AND PRIOR TO NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL. FROM THOSE RECORDED ON THE CONSTRUCTION DRAWINGS. IMMEDIATELY SCHEDULING A FINAL WALK THROUGH, THE CONTRACTOR SHALL 015TAIN A SET BRING ANY SUCH DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR OF COMPLETED AS-BUILT DRAWING FROM THE OWNER OR OWNER'S REPRE- DATE OF EXTRUSION TO PROCEEDING WITH WORK IF IMMEDIATE NOTIFICATION IS NOT GIVEN AND SUCH SENSITIVE FOR THE PREPARATION OF CONTROLLER DRAWINGS. DISCREPANCIES EXIST, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY SOLVENT WELD PRESSURE SUPPLY LINE, SPRINKLER HEADS, FOR NECESSARY REVISIONS, AS DETERMINED BY THE ARCHITECT. PROVIDE TWO SETS OF CONTROLLER DRAWINGS FOR EACH CONTROLLER OR FIELD SATELLITE UNIT INSTALLED ON THE PROJECT. THE CONTROLLER SOLVENT WELD PRESSURE SUPPLY LINE: (DOWNSTREAM OF BACK FLOW FABRICATED RISER UNITS IN ACCORDANCE WITH DETAILS, WITH RISER NIPPLES EXISTING FIELD CONDITIONS: DRAWINGS SHALL BE AN ACTUAL BLUEPRINT REDUCTION OF THE AREA COVERED PREVENTION DEVICE) PVC CLASS 3155E (1" - 2 1/211) OF SAME SIZE AS RISER OPENING IN SPRINKLER BODY. BY THAT CONTROLLER OR FIELD SATELLITE UNIT AND SHALL BE AT THE PRESERVE AND PROTECT ALL EXISTING TREES, PLANTS, MONUMENTS, STRUCTURES, MAXIMUM ALLOWABLE SCALE THAT WILL FIT INSIDE THE CONTROLLER DOOR MANUFACTURED FROM VIRGIN POLYVINYL CHLORIDE (PVC) COMPOUND 4" TO 12" POP-UP SPRAY HEADS: RAN BIRD 1800 SERIES OR HUNTER PX HARDSCAPE AND ARCHITECTURAL ELEMENTS FROM DAMAGE DUE TO WORK IN WITHOUT FOLDING THE DRAWING. IN ACCORDANCE WITH ASTM 02241 AND ASTM 011841 CELL SERIES. THIS SECTION. IN THE EVENT THAT DAMAGE DOES OCCUR TO INANIMATE OBJECTS CLASSIFICATION 12454-5. AND STRUCTURES, THE CONTRACTOR WILL REPAIR OR REPLACE SUCH DAMAGE COLOR EACH CONTROLLER DRAWING WITH COLORED PENCILS USING A GEAR DRIVEN ROTORS: HUNTER 1-20 OR 1-40 AS NDICATED ON DRAWINGS. TO THE SATISFACTION OF THE OWNER OR OWNER'S REPRESENTATIVE. DAMAGE DIFFERENT COLOR TO REPRESENT EACH SEPARATE ZONE. OR INJURY TO LIVING PLANT MATERIAL WILL BE REPLACED BY THE OWNER AT THE TYPE I, GRADE 1. CONTRACTORS EXPENSE. EACH CONTROLLER DRAWING SHALL BE HERMETICALLY SEALED BETWEEN TWO AUTOMATIC C❑N T R❑L L E R UNIT: R TENCHNG OR OTHER WORK REQUIRED IN THIS SECTION UNDER THE LIMB SPREAD (2) PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MILS THICK FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED PVC, OF EXISTING TREES SHALL BE DONE BY HAND OR BY OTHER METHODS SO AS TO AND SUBMIT TO ARCHITECT FOR REVIEW.OF WITH ASTM 01184 AND 02466, CELL CLASSIFICATION 12454-8. AUTOMATIC CONTROLLER AS SPECIFIED ON DRAWINGS. PREVENT DAMAGE OR HARM TO LIMBS, BRANCHES AND ROOTS. THREADS-INJECTION MOLDED TYPE (WHERE REQUIRED) TREINCHNG N AREAS WHERE ROOT DIAMETER EXCEEDS 2 INCHES SHALL BE DONE AFTER REVIEW, THE ARCHITECT WILL RETURN THE CONTROLLER DRAWING TO ELECTRIC CONTROL WIRING 1 BY HAND. EXPOSED ROOTS OF THIS SIZE SHALL BE HEAVILY WRAPPED WITH THE CONTRACTOR AND THE CONTRACTOR SHALL MAKE ANY REQUIRED TEES ANb ELLS - SIDE GATED. MOISTENED BURLAP TO AVOID SCARRING OR EXCESSIVE DRYING. WHERE A ADJUSTMENTS AFTER WHICH THE CONTRACTOR WILL PERMANENTLY FIX (1) ONE TRENCHING MACHINE IS OPERATED IN PROXIMITY TO ROOTS THAT ARE LESS THAN CONTROLLER DRAWING TO THE INSIDE OF EACH CONTROLLER OR FIELD THREADED NIPPLES: ASTM D2464, SCHEDULE SO WITH MOLDED THREADS. LOW VOLTAGE. 2 NCHES, THE WALL OF THE TRENCH SHALL BE HAND TRIMMED, MAKING CLEAN SATELLITE UNIT AND 5ND ONE COMPLETE SET OF CONTROLLER DRAWINGS IN CUTS THROUGH ROOTS. A LOOSE LEAF ENDER AND SUBMIT TO OWNER OR OWNER'S REPRESENTATIVE JOINT CEMENT AND PRIMER TYPE AS RECOMMENDED BY MANUFACTURER AWG OF UL APPROVED NO. 14 DIRECT BURIAL COPPER WIRE FOR ALL TRENCHES ADJACENT TO OR UNDER EXISTING TREES SHALL BE CLOSED WITHIN PRIOR t0 SC 4EDULNG A FINAL WALK THROUGH. OF PIPE AND FITTINGS. CONTROL WIRES AND NO. 12 DIRECT BURIAL COPPER WIRE FOR ALL 24 HOURS, AND WHEN THIS IS NOT POSSIBLE, THE SIDE OF TRENCH CLOSEST TO COMMON WIRES. THE TREE OR TREES AFFECTED SHALL BE COVERED WITH MOISTENED BURLAP. NON-PRESSURE LINES: WIRE COLORS: PROTECT, MANTAIN AND COORDINATE WORK WITH OTHER CONTRACTS, NON-PRESSURE LINES: (DOWNSTREAM OF ELECTRIC CONTROL VALVES) SPECIFICATIONS, TRADES AND UTILITIES. EXTREME CAW SHALL BE EXERCISED CONTROL WIRES-RED. IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. PVC CLASS 200, COrFORl1NG TO ASTM DI185-83. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY THEIR COMMON WIRES-WHITE. OPERATIONS. IN THE EVENT THAT DAMAGE DOES OCCUR THE COSTS OF SUCH FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED PVC, REPAIRS SHALL BE PAID BY THE CONTRACTOR UNLESS OTHER ARRANGEMENTS COMPLYNG WITH ASTM DI-184 AND D2466, CELL CLASSIFICATION MASTER VALVE WIRES-SLUE. HAVE BEEN MADE WITH THE OWNER 12454-15. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE D61G"�° °RAWN �' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I CITY 10.10.01 DESCRIPTION: Mill PLANS PREPARED UNDER THE SUPERVIS�;N OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: CITY GOMN�NTS IZ.n 01 HORIZONTAL FORSUM/SUMMERS & MURPHY, INC DAIE:� LOCATION: �'�, C/TY OF ENC/N/TAS TRACT NO. a8-240 6T15 G RECORDED FROM: Hsoonn:�O�wr.sun:o4orw4v+rar«frvsnlwws im1 BY.' �' VERTICAL ��M ATRICK C. R Y R.L.A. NO. � 2 f 0 Z BAY LAUREL ELEVATION: DATUM: EXP 7.31.02 DATE: '�-- DATE: WORK PROJECT NO. T.M. NO. SHEET-ft OF-62 pqu a nATF rqm IRRIGAIM N075 i BACK FILLING: BACK FILLING OF TRENCHES MAY NOT BE DONE UNTIL ALL ECCENTRIC REDUCING FITTINGS SHALL BE USED WHERE ANY CHANGE IN PIPE AUTOMATIC CONTROLLER UNIT 1 SPAR£ WIRES-CAREEN (LABELED AT TERMINATION). REQUIRED TESTING FOR THE IRRIGATION SYSTEM HAS BEEN COMPLETED. SIZE OCCURS. BUSHINGS SHALL NOT BE USED UNLESS SPECIFICALLY ADDITIONAL WIRES-SAME AS CONTROL WIRE (LABELED AT MATERIAL: EXCAVATED MATERIAL iS GENERALLY CONSIDERED TO BE AUTHORIZED BY THE ARCHITECT. VERIFY ELECTRICAL POWER At LOCATION OF AUTOMATIC CONTROLLER OR TERMINATION) ADEQUATE FOR BACK FILLING OPERATIONS. BEFORE BEGINNING THE FIELD SATELLITE UNIT PRIOR TO INSTALLATION OF AUTOMATIC CONTROLLER BACK FILLING OPERATION, NSURE THAT BACK FILL MATERIAL IS NOT JOINT COMPOUND SHALL BE CAREFULLY AND SMOOTHLY PLACED ON THE MALE OR FIELD SATELLITE UNIT. NOTIFY ARCHITECT IMMEDIATELY IF POWER SOURCE WIRE SPLICE CONNECTORS: RAIN51RD PENTITE CONNECTORS FROZEN, IS FREE FROM DEBRIS AND ROCKS GREATER THAN P N THREAD ONLY. ALL SCREWED JOINTS MUST BE TIGHTENED WITH TONGS OR IS NOT AVAILABLE. DIAMETER AND IS NOT MIXED WITH TOPSOIL. THESE MATERIALS AFTER WRENCHES. CAULKING OF ANY KIND WILL NOT BE PERMITTED. HIGH VOLTAGE: SEPARATED FROM BACK FILL, SHALL BE LEGALLY DISPOSED OF AT INSTALL AUTOMATIC CONTROLLER OR FIELD SATELLITE UNIT WHERE SHOWN CONTRACTOR'S EXPENSE. ALL EXPOSED PIPING UNDER STRUCTURAL SLABS SHALL BE STENCILED WITH ON DRAWINGS PER MANUFACTURER'S SPECIFICATIONS. CONTROLLER SHALL BE PE REQUIRED BY LOCAL GORES AND ORDINANCES, OR PROPER SIZE TO "IRRIGATION MAIN" OR "IRRIGATION LATERAL" AS REQUIRED, AT TEN FOOT (10') TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL TY ACCOMMODATE NEEDS A EQUIPMENT SERVICED. BED PRESSURE SUPPLY LINE WITH CONSTRUCTION GRADE SAND 6" ABOVE NTERVALS IN BLACK LETTERING, 3/4" MINIMUM HIGH. BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND 6" BELOW PIPE. REMAINING BACK FILL MAY BE AS DESCRIBED ABOVE- AND TESTING PURPOSES. BACK FLOW PREVENTION DEVICE( BED ALL ELECTRICAL CONTROL WIRING AND COMMUNICATION CABLE WIRE ELECTRIC CONTROL VALVES 1 CONNECT ELECTRIC CONTROL VALVE WIRING TO CONTROLLER OR FIELD BACK FLOW PREVENTION DEVICE. REDUCED PRESSURE PRINCIPAL BACK FLOW THAT IS TRENCHED SEPARATE FROM PRESSURE SUPPLY LINE WITH SATELLITE UNIT N THE SAME NUMERICAL SEQUENCE AS INDICATED ON THE ASSEMBLY SHALL CONSIST OF AN APPROVED BRASS OR BRONZE BODY, BRASS CONSTRUCTION GRADE SAND 6" ABOVE AND 6" BELOW WIRES. INSTALL EACH ELECTRIC CONTROL VALVE IN A SEPARATE VALVE BOX SO THAT DRAWINGS. CHECK VALVES, HYDRAULICALLY ACTUATED RELIEF VALVE, INLET AND CROSS HANDLE IS 3" BELOW TOP OF LID OF VALVE BOX AS SPECIFIED ON THE INSTALL A SEPARATE GROUND WIRE FOR EACH CONTROLLER OR FIELD DISCHARGE SHUTOFFS AND FIELD TEST COCKS. MANUFACTURER SHALL BE WHEN BACK FILLING, SLIGHTLY MOUND FILLED TRENCHES FOR SETTLEMENT DRAWINGS, FEBCO OR WILKINS. AFTER BACK FILLING IS COMPLETED. COMPACT BACK FILL TO A 90�t SATELLITE UNIT AS SPECIFIED ON THE DRAWINGS. BACK FLOW PREVENTION DEVICE ENCLOSURE: AS SPECIFIED ON DRAWINGS. MAXIMUM DENSITY IN ACCORDANCE WITH ASTM 01551 WITH A MECHANICAL GROUP ELECTRIC CONTROL VALVES TOGETHER AS SPECIFIED ON THE DRAWNGS TAMPER DO NOT LEAVE TRENCHES OPEN FOR A PERIOD GREATER THAN ALLOWING A MAXIMUM OF 12" BETWEEN EACH VALVE BOX. INSTALL VALVE ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED PIPE WITH THE' SAND BEDDING: 48 HOURS. OPEN TRENCHES SHALL BE PROTECTED IN ACCORDANCE WITH BOXES IN THE SAME DIRECTION AND PARALLEL WITH ONE ANOTHER AND APPROPRIATE FITTINGS. BELOW GROUND CONDUIT SHALL BE PVC SC-14 40 CURRENT OSHA REGULATIONS. PERPENDICULAR TO PAVING, HARDSCAPE, SIDEWALKS AND PATHS. PIPE WITH APPROPRIATE FITTINGS. SAND BEDDING SHALL BE CONSTRUCTION GRADE. SMOOTH TRENCHES TO FINISH GRADE PRIOR TO REQUESTING A WALK LABEL EACH AUTOMATIC,CONTROLLER OR FIELD SATELLITE UNIT WITH THE THROUGH FOR SUBSTANTIAL COMPLETION WITH THE ARCHITECT. GATE VALVES: LETTER OR NUMBER DESIGNATED ON THE DRAWINGS. LETTER OR NUMBER PP R T 3 — EXECUTION SHALL BE LOCATED IN A VISIBLE LOCATION ON THE NSIDE PANEL COVER INSTALL GATE VALVES IN SEPARATE VALVE BOX AS SPECIFIED ON THE WITH 3" HIGH VINYL LETTERS. PREPARATION: POINT OF CONNECTIONS& DRAWINGS. EACH AND EVERY AUTOMATIC CONTROLLER OR FIELD SATELLITE UNIT SHALL PONT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT BE COMPLETELY OPERABLE PRIOR TO SCHEDULING A WALK THROUGH FOR EXAMINE FIELD CONDITIONS PRIOR TO BEGINNING WORK DESCRIBED IN THIS NEW UNDERGROUND PIPNG AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS, OR BALL VALVES: SUBSTANTIAL COMPLETION. SECTION. GRADING OPERATIONS SHALL BE COMPLETED AND APPROVED PRIOR OTHER NECESSARY FITTINGS FOR CONNECTION. t0 BEGNNING WORK. INSTALL BALL VALVES DOWNSTREAM AND IN THE SAME VALVE BOX AS EACH VERIFY ALL SLEEVE LOCATIONS PRIOR TO BEGINNING WORK IN THIS SECTION INSTALLATION ❑F SOLVENT WELD POLYVINYL CHLORIDE AND EVERY ELECTRIC CONTROL VALVE, DRIP VALVE ASSEMBLY AND DRIP ELECTRICAL WIRING 1 AND FLAG SLEEVES AND CONDUITS INSTALLED BY OTHER TRADES. REPORT BLOW-OUT STUB. ANY CONFLICTS TO ARCHITECT IMMEDIATELY. PIPE: LOW VOLTAGE WIRING: IRRIGATION SYSTEM SHALL BE CONSTRUCTED IN THE SIZES AND GRADES At SIZE OF BALL VALVE SHALL BE THE SAME AS THE NOMINAL PIPE SIZE IT (S POLYVINYL CHLORIDE PIPE SHALL BE CUT WITH A PVC PIPE CUTTER BEING CONNECTED 70. BURY CONTROL WIRING IN SAME TRENCH AS PRESSURE SUPPLY LINE THE LOCATIONS SHOWN ON THE DRAWINGS. MARK WITH POWDERED LIME OR DESIGNED FOR THAT PURPOSE ONLY, AS SPECIFIED. MARKING; PANT ROUTING of PRESSURE SUPPLY LINE AND STAKE THE LOCATION OF EACH SPRAY HEAD, ROTOR ELECTRIC CONTROL VALVE AND OTHER RELATED ALL PLASTIC-TO-PLASTIC SOLVENT WELD JOINTS SHALL USE ONLY THE QUICK COUPLING V A L V E S I BUNDLE ALL 24 VOLT WIRES AT 20' INTERVALS WITH ELECTRICAL TAPE. EQUIPMENT FOR THE FIRST THREE ZONES. ARCHITECT SHALL REVIEW SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER DO NOT INSTALL STAKING AND DIRECT ANY NECESSARY CHANGES WITH THE CONTRACTOR PRIOR SOLVENT WIELD PIPE WHEN TEMPERATURE IS BELOW 40 DEGREES F. INSTALL QUICK COUPLING VALVES IN SEPARATE VALVE BOX AS SPECIFIED PROVIDE EXPANSION LOOPS AT EVERY PRESSURE SUPPLY LINE ANGLE TO PROCEEDING TO OTHER ZONES. THIS REVIEW DOES NOT N ANY WAY ON THE DRAWINGS. FITTING, INSIDE EACH AND EVERY ELECTRIC CONTROL VALVE VALVE ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITIES ASSOCIATED WITH PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR APPROVED EQUAL BOX, DRIP VALVE ASSEMBLY VALVE BOX AND At 250' LENGTH °O PROPER UNIFORMITY AND DISTRIBUTION OF HEAD PLACEMENT AFTER STAKING. INTERVALS ALONG ROUTING. FORa�'1 EXPANSION LOOP BY WRAPPING WIRE IN ACCORDANCE WITH SECTION 01630, EsEFORE WIELDING SOLVENT IS APPLIED. ANGLED NIPPLE RELATIVE t0 PRESSURE SUPPLY LINE SHALL BE NO GREATER A MINIMUM OF 10 TIMES AROUND A 3/4" PIPE AND WITHDRAWING PIPE. INSTALL SLEEVINCs UNDER PAVING, HARDSCAPE AREAS, SIDEWALKS AND PATHS WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE THAN 45 DEGREES AND NO LESS THAN 10 DEGREES. PRIOR TO ASPHALT AND CONCRETE OPERATIONS, to ACCOMMODATE PIPING AND MOVING ❑R HANDLING. ! Un WIRING. COMPACT BACK FILL AROUND SLEEVES TO 95% MODIFIED PROCTOR AT INTERVALS ALS OR N ELECTRIC CONTRO PROVIDE VE AND DRIP VALVE E o DENSITY WITHIN 2% OF OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE of TRENCH BOTTOM TO ALLOW VALVE B❑X E S 1 ASSEMBLY VALVE BOXES WITH RAIN BIRD PETITE CONNECTORS. ASTM DI551 FOR EXPANSION AND C❑NTRACTI❑NS. a INSTALL VALVE BOXES WITH EACH TYPE OF IRRIGATION EQUIPMENT SO THAT WIRE SPLICES OCCURRING AT INTERVALS OUTSIDE ELECTRIC CONTROL INSTALL MANUAL DRAIN VALVES AT ALL LOW POINTS IN PRESSURE SUPPLY TOP OF VALVE BOX IS 1/8" ABOVE FINISH GRADE AS SPECIFIED ON THE VALVES AND DRIP VALVE ASSEMBLIES SHALL BE INSTALLED IN A ° EXCAVATI❑N AND BACK FILLING OF TRENCHES( LINE IN AS SPECIFIED ON DRAWINGS. DRAWINGS. VALVE BOX EXTENSIONS ARE NOT ACCEPTABLE EXCEPT FOR MASTER � v I SEPARATE.VALVE BOX. TRENCH EXCAVATION SHALL AS MUCH AS POSSIBLE FOLLOW THE LAYOUT ALL CHANGES OF DIRECTION OVER 15 DEGREES SHALL BE MADE WITH FITTINGS. tAF° SHOWN ON DRAWINGS. TRENCHES SHALL BE STR41CAHt IN ALIGNMENT AND SCAPE AND NO MORE THAN 6" FROM HARDSCAPE. QI PROVIDE (1) ONE ELECTRICAL CONTROL WIRE FOR EACH AND EVERY Z SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. REMOVE ROCKS AND ELECTRIC CONTROL VALVE AND DRIP VALVE ASSEMBLY. PIGGY BACKING n ° DEBRIS GREATER THAN I" N DIAMETER OVER EXCAVATE AS REQUIRED FOR WHEN PIPE LAYING IS NOT IN PROGRESS AND AT THE END OF EACH WORKING PLACE GRAVEL SUMP BELOW AND AROUND EACH VALVE BOX PRIOR TO LIKE ZONES ON TH£ SAME ELECTRICAL CONTROL WIRE IS NOT ALLOWED. a BEDDING MATERIAL. DAY, CLOSE PIPE ENDS WITH TIGHT PLUG OR CAP. NSTALLING VALVE BOX AS SPECIFIED ON THE DRAWINGS. PLACE REMANING PORTION OF GRAVEL INSIDE VALVE BOX ALLOWING FULL ACCESS IN AND .2 INSTALL PRESSURE SUPPLY LINE LOCATING TAPE ALONG THE ENTIRE LENGTH AROUND ALL FITTINGS. VALVE BOX SHALL BE FULLY SUPPORTED BY GRAVEL INSTALL (2) TWO SPARE 014-1 ELECTRICAL CONTROL WIRES FROM THE o °' DEPTH OF TRENCH: ❑F PRESSURE SUPPLY LINE. J _ SUMP. NO BRICK OR WOOD SUPPORTS AIRE ALLOWED. AJJTOMATIC CONTROLLER OR FIELD SATELLITE UNIT PEDESTAL TO THE �* BRAND CONTROLLER LETTER AND STATION NUMBER ON THE LID OF EACH LAST ELECTRIC CONTROL VALVE ON EACH AND EVERY LEG OF PRESSURE PRESSURE SUPPLY LINE. 18" FROM TOP OF PIPE TO FINISH GRADE. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACK FILL TO PREVENT ARCHING SUPPLY LINE. LOCATE THESE SPARE WIRES IN THEIR OWN VALVE BOX o ASSOCIATED ELECTRIC CONTROL VALVE, DRIP VALVE ASSEMBLY AND BLOW-OUT NON-PRESSURE LINE (ROTORS)., 18" FROM TOP OF PIPE TO FINISH GRADE. AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION STUB. BRAND QUICK COUPLING VALVE VALVE BOX LIDS WITH THE LETTERS AS SPECIFIED. IN ADDITION t0 THESE SPARE WIRES, CHECK THE NON-PRESSURE LINE (SPRAY HEADSA 12" FROM TOP OF PIPE TO FINISH GRADE. DURING TESTING. DRIP TUBING: IZ" FROM TOP OF PIPE TO FINISH GRADE. "GG". BRAND GATE VALVE VALVE BOX LIDS WITH THE LETTERS "CAV". BRAND DRAWINGS FOR ANY ADDITIONAL WIRES THAT MAY BE REQUIRED AND EMITTER TUB- 12 12" FROM TOP OF PIPE FINISH FINISH GRADE. COORDINATE PRESSURE SUPPLY LINE WITH SAND BEDDING OPERATIONS. MANUAL DRAIN VALVE VALVE BOX LIDS WITH THE LETTERS "MDV". BRAND AIR LOCATE THEM IN THE SAME VALVE BOX AS THE SPARE WIRES. CONTROL WIRING: DIRECTLY AT SIDE AND BOTTOM OF PRESSUFM SUPPLY LINE RELEASE VALVE VALVE BOX LIDS WITH THE LETTERS "AR". BRAND WIRE COMMUNICATION GABLE: OPPOSITE SIDE OF CONTROL WIRING. SPLICE VALVE BOX LIDS WITH THE LETTERS "WS". BRAND COMMUNICATION HIGH VOLTAGE WIRING: NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN CABLE SLICE VALVE BOX LIDS WITH THE LETTERS "COMM". BRAND FERTILIZER INSTALL 120 VOLT PCR FROM SOURCE t0 AUTOMATIC CONTROLLER PRESSURE SUPPLY LINE LOCATOR TAPE: b" ABOVE TOP OF PIPE. COMPLETED AND A PERIOD OF At LEAST 24 HOURS HAS ELAPSED FOR INJECTOR RECEPTACLE VALVE BOX LIDS WITH THE LETTERS "P D "PERT". BRAW DEPTH OF TRENCH UNDER ASPHALT PAVING OR CONCRETE: SOLVENT WELD SETTNG AND CURING. UNIT FOLLOWING LOCAL GOVERNING CODES AND DRAWINGS. ALL CHANCES OF DIRECTION OVER 15 DEGREES SHALL BE MADE WITH FITTINGS. GROUNDING ROD VALVE BOX LIDS WITH THE LETTERS "GR". LETTER AND BACK FLOW PREVENTI❑N DEVICE: PRESSURE SUPPLY LINE: 24" FROM TOP OF PIPE TO AGGREGATE BASE. NUMBER SIZE OF BRAND SHALL BE NO LESS THAN P AND NO GREATER THAN NON-PRESSURE LINE: 24" FROM TOP OF PIPE t0 AGGREGATE BASE. 11/211 N HEIGHT AND SHALL BE 1/8" MAXIMUM N DEPTH. PROVIDE SAMPLE INSTALL BACK FLOW PREVENTION DEVICE AT THE LOCATION AS SPECIFIED DRIP TUBING: 24" FROM TOP OF PIPE TO AGGREGATE BASE. BRANDING TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO ON THE DRAWINGS. COORDINATE INSTALLATION WITH LOCAL GOVERNING CONTROL WIRING: DIRECTLY AT SIDE AND BOTTOM OF PRESSURE SUPPLY LINE. INSTALLATION OF COPPER PIPE: COMMENCEMENT OF WORK CODES AND ORDINANCES. COMMUNICATION CABLE: OPPOSITE SIDE OF CONTROL WIRING PRESSURE SUPPLY LINE LOCATOR TAPE: 6 ABOVE TOP OF PIPE. COPPER PIPING SHALL BE CUT BY A POWER HACKSAW, A CIRCULAR CUTTING WALK THROUGH FOR SUBSTANTIAL COMPLETION WILL NOT BE ALLOWED UNTIL MACHINE USNG AN ABRASIVE WHEEL, OR BY MEANS OF A HAND HACKSAW. NO ALL BRANDING IS COMPLETE. PIPING LOCATED UNDER ASPHALT PAVING OR CONCRETE SHALL BE PIPING SHALL BE CUT WITH A METALLIC WHEEL CUTTER OF ANY DESCRIPTION. INSTALLED WITH THE APPROPRIATE SIZED SLEEVE AND BACK FILLED ALL PIPE SHALL BE REAMED AND ROUGH EDGES OR BURRS REMOVED SO THAT WITH SAND BEDDING (6" BELOW PIPE AND 6" ABOVE PIPE). A SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. SPRAY HEADS AND ROTORS: COMPACT BACKFILL MATERIAL IN 6" LIFTS AT W% MAXIMUM DENSITY ECCENTRIC REDUCING FITTINGS SHALL BE USED WHERE ANY CHANGE IN PIPE INSTALL SPRAY HEADS AND ROTORS AS SPECIFIED ON DRAWINGS ALLOWING DETERMINED IN ACCORDANCE WITH ASTM 01551 USING MANUAL OR SIZE OCCURS. BUSHINGS SHALL NOT BE USED UNLESS SPECIFICALLY MINIMUM DISTANCE BETWEEN PAYING, HARDSCAPE, SIDEWALKS AND PATHS. MECHANICAL TAMPING DEVICE. AUTHORIZED BY THE ARCHITECT. SET N PLACE, CAP AND PRESSURE TEST PIPING IN THE PRESENCE OF APPLY EMERY CLOTH TO ALL PIPE ENDS AND WIPE CLEAN WITH CLOTH PRIOR SPRAY HEADS AND ROTORS SHALL NOT EXCEED THE MAXIMUM HEAD AND ROW THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. TO SOLDER WELDING PIPE END TO FITTING. APPLY AN EVEN LAYER OF FLUX SPACING SPECIFIED S THE SPRAY OR STAKED N THE FIELD BY THE ALONG AREA TO BE SOLDERED AND THEN SOLDER UNIFORMLY AROUND JOINT ARCHITECT. TEE CASE MAY SPRAY HEADS E ROTORS BE INSTALLED At A WIDTH OF TRENCH: AND LET COOL. AFTER COOLING LIGHTLY APPLY EMERY CLOTH ALONG DISTANCE BETWEEN HEADS THAT EXCEEDS THE MANUFACTURER'S SOLDERED AREA UNTIL SMOOTHED. RECOMMENDED MAXIMUM DISTANCE. PIPE GREATER THAN 3": 14" MINIMUM. ANGLED NIPPLES ON SWNCA JOINTS BELOW SPRAY HEADS AND ROTORS SHALL PIPE LESS THAN 3": 1" MINIMUM. ALL EXPOSED PIPNC; UNDER STRUCTURAL SLABS SHALL BE STENCILED WITH NOT EXCEED 45 DEGREES NOR BE LESS THAN 10 DEGREES. "IRRIGATION MAN" OR "IRRIGATION LATERAL" AS REQUIRED, AT TEN FOOT WIDTH BETWEEN TRENCHES: (10') INTERVALS IN BLACK LETTERING, 3/4" MINIMUM HIGH. AFTER INSTALLATION ADJUST NOZZLE SIZES, ARCS AND RADIUS OF THROW TO ALLOW HEAD To HEAD UNIFORM DISTRIBUTION. ADJUST ALL SPRAY HEADS AND IRRIGATION TRENCH TO IRRIGATION TRENCH: 6" MINIMUM. INSTALLATION ❑F BRASS PIPE: ROTORS To CORRECT HEIGHT ABOVE SOD AS DETAILED. NO OVER SPRAY WILL IRRIGATION TRENCH TO OTHER TRADE TRENCHES: 12" MINIMUM. BE ALLOWED ON PAVING, HARDSCAPE, SIDEWALKS AND PATHS. BORING: WILL ONLY BE PERMITTED WHERE PIPE MUST PASS UNDER AN BRASS PIPING SHALL BE CUT BY A POWDER HACKSAW, A CIRCULAR CUTTING ADJUST ADJACENT PLANT MATERIAL So THAT IT DOES NOT INTERFERE WITH OBSTRUCTION THAT CANNOT BE AVOIDED OR REMOVED. BORING BACK FILL MACHINE USING AN ABRASIVE WHEEL, OR BY MEANS of A HAND HACKSAW. UNIFORM DISTRIBUTION OF EACH SPRAY HEAD OR ROTOR SHALL MATCH SURROUNDING SOIL DENSITY AND GRAIN. BORING UNDER EXISTING NO PIPING SHALL BE CUT WITH A METALLIC WHEEL CUTTER OF ANY PAVING, HARDSCAPE OR SIDEWALKS MAY BE PERMITTED AT CONTRACTOR'S DESCRIPTION, ALL PIPE SHALL BE REAMED AND ROUGH EDGES OR BURRS OWN RISK CONTRACTOR IS RESPONSIBLE FOR ANY REPAIRS OR DAMAGE TO REMOVED SO THAT A SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. ARCHITECT MAY REQUEST NOZZLE CHANGES AND/OR ADJUSTMENTS WITHOUT SUCH ITEMS AT THEIR OUN EXPENSE. AODITIONAL COST TO OWNER REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED �' DRA1MN �` �"PcmM �' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. FER GIN COMMENTS Io.IoDI DESCRIPTION: Foff PLANS PREPARED UNDER THE SUPERVIS N OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OR PER CITY COMMENTS 12.19.01 HORIZONTAL FORSUIWSUMMERS & MURPHY, INC DATEC� �L CITY OF ENCINITAS TRACT NO. a8-2.4o 6775 Gi LOCATION: RECORDED FROM: 3wwa"�srw.wr.wne3": DMA ro.�caro"r►�m pel4awr 1881 BY- VERTICAL LANDSCAPE ARCHrFEM R.L.A. NO. BAY LAUREL ATRICK .M. M Y DATE: DATE: 3 Z>!02- ELEVATION: DATUM: EXP. 731.02 WORK PROJECT NO. T.M. NO. SHEEN 5'f. OF-62 14=1 IRRICr lM NOM QUALITY CONTROL: FINAL WALK THROUGH: FLUSHING: CENTER LOAD ALL PIPING PRIOR TO FLUSHING. AFTER ALL NEW BEFORE A FINAL WALK THROUGH THE FOLLOWING REQUIREMENTS MUST IRRIGATION PIPING AND RISERS ARE M PLACE AND CONNECTED AND ALL BE ENTIRELY SATISFIED: NECESSARY DIVERSION WORK HAS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF SPRINKLER HEADS, ROTORS AND QUICK COUPLING VALVES EACH ITEM ON THE WALK THROUGH FOR SUBSTANTIAL COMPLETION THOROUGHLY FLUSH PIPING SYSTEM UNDER FULL HEAD OF PRESSURE FOR A HAS BEEN THOROUGHLY ADDRESSED AND RESOLVED BY THE DURATION OF FIVE MINUTES AFTER THE FURTHERMOST RISER FROM THE CONTRACTOR- POINT OF CONNECTION BEGINS TO FLUSH. AFTER THE SYSTEM IS THOROUGHLY FLUSHED CAP ALL RISERS. A FINAL RECORD AS-BUILT HAS BEEN PRODUCED AND PROVIDED TO THE OWNER TESTING: AFTER BACK FILLING, FLUSHING AND THE INSTALLATION OF EACH ELECTRIC CONTROL VALVE, GATE VALVE, QUICK COUPLING VALVE AND CONTROLLER DRAWINGS FOR EACH AUTOMATIC CONTROLLER OR MANUAL DRAM VALVE THE IRRIGATION SYSTEM MAY BE PRESSURE TESTED. FIELD SATELLITE UNIT HAVE BEEN COMPLETED, INSTALLED AND PROVIDED TO OWNER PRESSURE TESTING SHALL BE PERF-ORMED IN THE PRESENCE OF THE OWNER OR OWNER'S REPRESENTATIVE UTILIZING THE FOLLOWING ALL EXTRA STOCK HAS BEEN TURNED OVER TO THE OWNER OR PROCEDURE: OWNER'S REPRESENTATIVE PRESSURIZE THE IRRIGATION SYSTEM TO 40 PSI GREATER THAN ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A FINAL WALK THE DESIGNATED STATIC PRESSURE OR 120 PSI WHICHEVER IS THROUGH MAY BE REQUESTED. THE FOLLOWING PROCEDURES WILL BE GREATER FOR A PERIOD OF NO LESS THAN 2 HOURS. ALL PUMP USED DURING THE WALK THROUGH FOR SUBSTANTIAL COMPLETION: EQUIPMENT AND OTHER EQUIPMENT NECESSARY FOR THE PRESSURE TEST SHALL BE FURNISHED BY THE CONTRACTOR. CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH - TEST IS ACCEPTABLE IF NO DROP IN PRESSURE OCCURS WITHIN THE Q RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK SYSTEM FOR THE DURATION OF THE TESTING PERIOD. I THROUGH FOR SUBSTANTIAL COMPLETION. IF LEAKS DO OCCUR REPAIR SAID LEAKS AND BEGIN PRESSURE ONLY THOSE VALVE BOX LIDS SHALL BE REMOVED FROM VALVE TEST AGAIN. REPEAT THIS OPERATION UNTIL NO LEAKS OCCUR M BOXES INDICATED ON THE WALK THROUGH FOR SUBSTANTIAL THE IRRIGATION SYSTEM. COMPLETION PUNCH LIST. THESE VALVE BOX LIDS SHALL BE PLACED FACE UP ADJACENT TO THE VALVE BOX PRIOR TO BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL BEGINNING THE FINAL WALK THROUGH. COMPLETION, THE ENTIRE IRRIGATION SYSTEM SHALL REMAIN UNDER THE FINAL WALK THROUCsH WILL BE DIVIDED INTO (2) TWO PRESSURE FOR A PERIOD OF NO LE SS THAN 48 HOURS. SECTIONS AND PROCEED AS FOLLOWS: WALK THROUGH FOR SUBSTANTIAL COMPLETION: PHYSICAL WALK THROUGH: THIS WILL CONSIST OF BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION WALKING THROUGH THE PUNCH LIST ITEMS CREATED AT THE THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED: TIME OF THE WALK THROUGH FOR SUBSTANTIAL COMPLETION AND EXAMINING ALL COMPONENTS OF THE SYSTEM WITHOUT THE ENTIRE IRRIGATION SYSTEMS COMPLETELY INSTALLED, TURNING ON ZONES. ANY REMAINING DEFICIENCIES IN THE F CONSTRUCTION AND ED TO OF THE IRRIGATION FLUSHED AND SATISFACTORILY PRESSURE TESTED. SYSTEM AS COMPARED t0 THE PUNCH LIST GENERATED AT THE TIME OF THE WALK THROUGH FOR SUBSTANTIAL ALL VALVE BOXES HAVE BEEN BRANDED. COMPLETION, CONSTRUCTION DRAWINGS, DETAILS AND SPECIFICATIONS WILL BE NOTED. ALL AUTOMATIC CONTROLLERS OR FIELD SATELLITE UNITS ARE FULLY OPERABLE AND COMMIINICATION CABLE HAS BEEN CERTIFIED OPERATIONAL WALK-THROUGH: THIS WILL CONSIST OF AND CHECKED AT CENTRAL CONTROL SYSTEM. WALKING THROUGH THE ENTIRE IRRIGATION SYSTEM AGAIN 00 AND OBSERVING EACH ZONE IN A FULLY OPERABLE RECORD AS-BUILT DRAWINGS HAVE BEEN SUBMITTED TO THE CONDITION. VALVES MUST BE ACTIVATED FROM THE m ARCHITECT AND REVIEWED AS TO COMPLETENESS. AUTOMATIC CONTROLLER OR FIELD SATELLITE UNIT (MANUAL U) BLEEDING OF INDIVIDUAL ELECTRIC CONTROL VALVES WILL (4) FOUR SERVICES MANUALS HAVE BEEN DELIVERED TO OWNER NOT BE ACCEPTABLE). A PUNCH LIST WILL BE ESTABLISHED OR OWNER'S REPRESENTATIVE. OF DEFICIENCIES IN THE OPERATION OF EACH ZONE IN THE IRRIGATION SYSTEM EVALUATING BUT LIMITED TO HEAD ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A WALK THROUGH FOR SPACING, ROW SPACING, NOZZLE SIZING, CORRECT RADIUS OF THROW, CORRECT STATIONING, AS COMPARED TO THE SUBSTANTIAL COMPLETION MAY BE REQUESTED. THE FOLLOWING CONSTRUCTION DRAWINGS, DETAILS AND SPECIFICATIONS. PROCEDURES WILL BE USED DURING THE WALK THROUGH FOR SUBSTANCE- ° TIAL COMPLETION: ONCE THE FINAL WALK THROUGH IS COMPLETED AND ALL ITEMS CREATED a CONTRACTOR MUST HAVE (2) TWO PERSONAL AVAILABLE WITH ON THE FINAL PUNCH LIST HAVE BEEN ADDRESSED THE MAINTENANCE o RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK PERIOD MAY BEGIN. ANY ADDITIONAL WALK VHROUGHS THAT ARE THROUGH FOR SUBSTANTIAL COMPLETION. NECESSARY BECAUSE OF THE CONTRACTORS NABILITY TO ADDRESS ALL ISSUES ON THE PUNCH LISTS DESCRIBED ABOVE WILL BE PROVIDED AT N ALL VALVE BOX LIDS SHALL BE REMOVED FROM VALVE BOXES THE CONTRACTOR'S EXPENSE. o AND PLACED FACE UP ADJACENT TO THE VALVE BOX PRIOR TO BEGINNING THE WALK THROUGH FOR SUBSTANTIAL COMPLETION. MAINTENANCE PERIOD: SHALL BE AS INDICATED IN CONTRACT AGREEMENT AND WILL BEGIN ONCE ALL ITEMS ON THE FINAL WALK THROUGH PUNCH LIST THE WALK THROUGH FOR SUBSTANTIAL COMPLETION WILL BE HAVE BEEN SATISFACTORILY ADDRESSED BY A WRITTEN STATEMENT INDICATING DIVIDED INTO (2) TWO SECTIONS AND PROCEED AS FOLLOWS: SUCH FROM THE ARCHITECT t0 THE OWNER PHYSICAL WALK THROUGH. THIS WILL CONSIST OF WALKING THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FOLLOWING ANY THROUGH THE ENTIRE IRRIGATION SYSTEM AND EXAMINING MAINTENANCE MANUALS CREATED SPECIFICALLY FOR THE PROJECT FROM ALL COMPONENTS OF THE SYSTEM WITHOUT TURNING ON THE OWNER At THE BEGINNING OF THE MAINTENANCE PERIOD. ZONES. A PUNCH LIST WILL BE ESTABLISHED OF DEFICIENCIES N THE CONSTRUCTION AND WORKMANSHIP OF At THE END OF THE MAINTENANCE PERIOD AND PRIOR TO TURNING THE THE IRRIGATION SYSTEM AS COMPARED TO THE CONSTRUCTION PROJECT OVER TO THE OWNER THE CONTRACTOR SHALL PROVIDE ALL DRAWINGS, DETAILS AND SPECIFICATIONS. NECESSARY MAINTENANCE MATERIALS OVER 1'0 THE OWNER OR OWNER'S REPRESENTATIVE FOR INSPECTION. ONCE ACCEPTED IN WRITING BY THE OPERATIONAL WALK-THROUGH: THIS WILL CONSIST OF OWNER THE MAINTENANCE PERIOD WILL END. WALKING THROUGH THE ENTIRE IRRIGATION SYSTEM AGAIN AND OBSERVING EACH ZONE IN A FULLY OPERABLE CONDITION. VALVES MUST BE ACTIVATED FROM THE AUTOMATIC CONTROLLER OR FIELD SATELLITE UNIT (MANUAL BLEEDING OF INDIVIDUAL ELECTRIC CONTROL VALVES WILL NOT BE ACCEPTABLE). A PUNCH LIST WILL BE ESTABLISHED OF DEFICIENCIES IN THE OPERATION OF EACH ZONE IN THE IRRIGATION SYSTEM EVALUATING BUT LIMITED TO HEAD SPACING, ROW SPACING, NOZZLE SIZING, CORRECT RADIUS OF THROW, CORRECT STATIONING, AS COMPARED TO THE CONSTRUCTION DRAWINGS, DETAILS AND SPECIFICATIONS. ONCE THE WALK THROUGH FOR SUBSTANTIAL COMPLETION IS COMPLETED THE ARCHITECT WILL PROVIDE A COPY OF ALL PUNCH LIST ITEMS TO THE OWNER FOR DISTRIBUTION TO THE CONTRACTOR IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR REPLACE AND ADJUST ALL ITEMS ON THE PUNCH LIST PRIOR TO REQUESTING A FINAL WALK THROUGH. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE "� DRA1MN �' �"�PcMm APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. TREK=R CITY IO.IODI DESCRIPTION: PLANS PREPARED UNDER THE SUPERVISI N F RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: CITY CAOMKNm IZ.I-f.OI HORIZONTAL /J LOCATION: FORSUM/SUMMERS do MURPHY, INC DATE: OZ `� �/�� CITY OF ENCINITAS TRACT NO. x8-240 67-jrj _ RECORDED FROM: �.� , 9"A%O/MF R.C.�.M °~"YU"* R.LA N0. 1881 BY: BY: ;; BAY LAUREL �� VERTICAL LANDSCAPE ARQiRECiS PATRICK C.M. Y 7.31.02 DATE: }�Z 1�/t�'� DATE: ear ELEVATION: DATUM: EXP. -- WORK PROJECT N0. T.M. Na SHEET S8 OFD. FS�A �,609fifi DATE SAM IRRIGATION N07ES i 61 LF- - - - - - - 2 - - - - - - - - - - - - - PLANTING LEGEND . . .: . . . . . . . . : . - TREES Jt� • • • P.a. • 1 SYh®OI_ DorANIGAL NAT• COMMON NAhE sIZE auANnTr 3 'B I4 I 4 X V` W•,W •W W y I W�W{W•W W Y W y yW,`W'�1W W W W yy-y y jW'1 1 W�W W W yVW y W W W 1 Y W 1,.{y�♦W I i y I y II I ll-1 W Y W W W W W W y`W W W y W 2/W W y Y y y y 4 W Y yy y W W W W W y W y y i y W jy W W W W y W W y W W T4 W W-y y y t',yW-y y y C W y y y W y\W W W Y W W y Y I W W Y Y Y W 4Y W W"W W W W W W y W WW/W W yW W.W W W W W y�:W W y QV\r W v W W W Y W W r y W`W W y W W W W y y W Yy y'W y W Y W`"y�!'-"}W W•W W YW W y W W`yW Y W YYWW W y y W W\�/y y(\y W,\.-/�),W W�W W W WW W W Y W W W Y W W W y W W y W W W W r I W W y I�y W W=W W W I W W W fIW W W W W W W W y{y y W W W W y\W W—W W W W y W W W W y W W y W W W W W W W Z y y W W"W y W�'QW I W W W W I W y W y W W YW y W y Y y 1 W W W y W y•W W W W y—+y/�W W W y W W W\W W W W Y y W Y Y Y W W y W y W W W y�W W W P W W W W W W W y y W W W W W W W y W W W W W Y Y W W W W W W W W y W W y y W Y�W\-W W W W W W W W W W y W W W W W y W W W y eW W W y/,�,�`,W W W y W W W W y W W W-W W W W W W W Wy W y W W y h T�W W W W W Y W W W W y W W y W W W W y W W W y-W W y W W W W W W W W W W W W W W W W y W W y W W W—-•W Y W W Y W W W W W W fW Y W Y W W W�•W W y�W W W W Y W W W W W W-W W y W W W W'W y W W W Y y W y W W W W W W W W Y W W W W Y W W W y•W W y-Y W W`W W Y W W W W W W W W W W W W W W y/W y W y W W WW W W y-W W W W W W W W WW W W W W W W W W Y W Y W W y/�y y W W W W W W W W=W W W W W 1 W W W y 1 W W�W W/�y W W rW Y W W Y W W W W W Y y W✓W y y W W W W y-W W y W y W W W W W Y W�W W Y W W W W W W Y Y W Y W Y y—\W W W y-y�W W Y W Y Y W W W y W W W W W W W y W W y/W�•Y W W\�\/W W Y W W W W Y Y y W W W W y y W W V W W W W Y W`1 GW/W W I I/W W W Y W W Y y W W W W W•W W W y W W Y W W 1-W y W I W W D D\II`W Y,W W Y�W W I W Iy I Yy W W W W W W W W{Y W Yy L'W W W\'-W W W y y W W W W W W W W W W JW Y W W/W W y W y Y Y W Y.•/�W W W-W W W W W W W W W W W W Y W Y W W y W W Y W W W W y y W W JW W W W W W W y y Y Y•W{-W y y y y W W Y W y W W x'1 y W W W W W W W W W W W W W W W Y y W W W W W W y W y y B W y-I I W WW W W W W'y y QGW Y W W W Y W•W W y y W y W Y W W W W r W,//W W=W W y y y W W W Y y W Y Y,W W W W4 W Y W y y y W W/y+�'W W W y W W 1/W W W W W W Y 4 WY-W W y W y"y W W W^VW W y�y/'W.,W�M W W W'I W•�W W�W W•�aW b 1 y y yy W y Y W Y 1 t W-I•�W 1YW�W•W W`y W/y W 1W W y W W y W'1 I(^V•-[rW<W W 1 Y Y W Y•y[�W W W y W y Y W<P i•Y W a-`y y W y y W Y W W W W W W W;W`.LW Y y W=W W•y y y•W y W W W''Y W:.f!1 w 1�jy W W`y y y W W 1W W W•W Y W<'r-Y W.W W W W Y`y y W y y W F W W`�'W Y-yW'W'y W y 4 W W y y W W W O W,,a;',,'W W W,=y W Y•y W W y y y W W Y y y„•�[vr N W W W'y Y,W Y Y Y Y W W W W W W W W -__W W W y W W Y W'W W/Y y W y W W” W W W-W•`y W W•1y y y W W W y W W W W''/ ,W y W W Y W W+W y,`W W"I'1'=,I./•t B W W W 4W V"W•W W W y W y[.'. •`/W-W y r W'W y Y.W W Y W W W y W+W Y••'\W W y y y W W\Y W Y Y W S'y Y"-�•'{'1,'W/W N y W W W W y W W y W W�-`j W W y W W y W•W W W W y W y`1'•Y'W_W fW<y`W W<y W y W W W W W"}•W y W a 1•'`'•',1•f W W W`W W+•W•y y W y y I 'W W_1 S,'�'``.•W y W y W W{W y JW W W`W y•I"L�,:`'_1''<W W y W W W r W M 1"•W W y Y W W •�`'._•W y W y y•W y y Y W W Y•�\`W W W y y W W•y W`y y W W 1".•�\r`••1Y W<Y W<Y W W W W'W W W W+yW/'\••: 1 W W W W W y W ey W y y y y W••_[W W y W W Y W W W y W W`W y i\' �•�`W W DW\y W W y Y W Y<y W W`_e 1`.\W W W,W W�W y Y[W y W Y W W i y Y\• W W W W W\W W�W"y W y y Y Y 1 �_,W W W W y y W y�W W y y W y W y I.\I g\•y W Y Y Y W YW W W y W W y��W y WW W W y y W y W W W\W'y W W 1—_'W W y y y W y W Y y W y W W W W W W y W Y W y W Y y W\\<W yW•y Y y W y!Y W WW W W'1�I�I ))1r�a y W•W W�y W JW W W y W J`JW W J5•i J. L JJJ L— `W Jy J W W Y! y W y y JJJy W W y JJ�J J�—''JJJ J)J y J W W W Jy y W J Y Y JY y'JJW yJyJJ1" J JJ!JJJJJ W y W W y W JJy y JW JYW JJW W\/J JJ J JJJ.'J W y y W W.y W JJ JW W y J+,JJ- J J"JJJ`�J Y�W JW W y W y JJ W J J�``'J JJ•',.1 J W W y y W y y y W JJJ�JJ J,'1 W W W J W WW y<_!`)J n t'•\=4,J W y W)JyW J JJ,JJJr,JJ`JJJJJy W W W y Jr•<J•J�J.J JJJ J,y`J,J•�JJ W J JW W J�JJ)JJ JJJ••),\JJ J JJ,JJ,JJ Jy Y W W W•J JJJJ J J,JJ J','.•J)J\JJ•J r JJJ J J`JW W W y/y.W y•'L'.J JJJ J J:''•,JJ J,`•W W<W y 1�`"J•JJJ J�J—\'_JJJJ W Wy\\y W W',,J J J•'S J••J JJ J,•W Y W W_•, •J,J.W W W��y W W•+J+•I Y•y y W y',.,'�.,.,1•`w W Y Y y, \y`\a L`,\W W W•W• ,•�' y a y 3`\1 '"W W y W•<_l_O W W,``1,W•<W�` 11 'e.y.W• Y J\ `PY Y W W{' •I I'•. •y W 1_' • W•W W W L �<W Wy W W y.i ,�\,`'•Y!Y"W�Y W Y,` " W y y y y "`t•Ly y y y y � W'W Y y 1' W• N "y W y W y Y,• W y W W' I — ••�A5 AEWMAXIMS L HOACARLRI A L�IT I B E/VD E ''IEN D TEUN R F S�OAI�D If�RV{ � ✓T S O ASH R H WAV LL r VWA�IIRV V X A P.A. LF • FETERON6.ES ARBTFOLIA TOYON 240 BOX E•E,. AV SA Mr. s T R v 4 24118 • LYON01NMN15 PLARBU�15 GATALINA IRONWOOD14' BOX 4 .T1. S HA 46"15• PLATAS RAGMOSA SYCAMORE 46• BOX 2 961 DOX• PN TOYW AIY TOMMY FINE ft• OX ' V 1 • I 24 H • GL RC1S I JA SCAM OAK 240 BOX MLT, 4 LF 4118 A L y Y W W W GILVCUS SRIFLIA COAST LVE OAK 40• BOX 2 4 960 DOX �.c< • U� iIA GALIFORNIGA CALIF. DAY LAUREL 24' BOX MA.TI. II S W y W W W W W W W y W 48 W W W y W W y � ( ) � � W �ALITY T� E E W WI P.A. P.A. P.A. UG 4 W y W Y W W DECOPOSD 6RANITE REFR TO GORUGTION PAN SHEET 46 y y y W y /W O y W W W y .W W W y W y W W W W y y W W . W W W W W W y W y y W y W y W W W Y W y y W y W y y W Y y W y y y y y y W y . PLANTING NOTES W y W yW W W AT THE CONLUSION OF ROUGH GRADING, AN AGRONOMIC SO EIL LS L ROE P P O 36 R "T W W W W W W W W W y W W W y W W Y W TOR AND FURNISHED TO THE OWN E Y R ,SHA.L BE PREPARED BY THE CONTRAC AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATE D y 7 ;7 BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. W W W W W W W W W W Q `a y W W W y W W W W WY W � co ALL TEE $ SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTR y W W W W W W W y W W y W ATED. IF CONTRACTOR SPECIFICATIONS FOR THE CONTAINER SIZE INDIC CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF y— y —L— y y W W y y W y W W W INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION W W y W y W W W y W W W W y W W W W W W 2 o W W W y y y W y W y y W DOWN-SIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. W W W y W y y W y W Y W S IN SHRUB CONGEAL ALL IRRIGATION VALVE JJ JJJJ JJJ J JJ TREES SHALL NOT BE PLANTED CLOSER THAN FOUR (4) FEET FROM ANY W W W W W W W W Y W J JJJ WALKWAY OR PUBLIC SIDEWALK, UNLESS SHOWN OR NOTED ON PLAN. JJ ALL TREES PLANTED WITHIN (5) FIVE FEET QE WALKS OR PUBLIC, UTILITIES W W W W W W W W W y SHALL RECEIVE DEEP ROOT BARRIERS 24" EEP PANEL - 10' LONG (5EAC H W W W W W Y W W W W S IDE OF TRU NK✓ TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (10) FEE Fmm T JJJJ FROM ALL UNDERGROUND UTILITIES, 5TREETLIGHT5, HYDRANTS, AND OUT OF 565W .:... • "B DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT.JJJ W W W W W W y W Y JJJJJJJ F�tu JJJJJJ If W W y W W y W W W W JJ JJJJ FIR JJ W W • y W JJJ AVAILABLE FROM QUALITY TURF (40 ) b"15-6511 W W W W W y W W W W W W W W TOP DRESS ALL SHRUB PLANTER BEDS WITH A 2" LAYER OF 1/4" PARTICLE (So FROM SEQUOIA C&N Q _- � 3 y y y Wy y W W 1 W y u i.`2 W Y W y<W 1`:."r W Y y W Y y y W W W W W a a i[W Y W.�W 5•<a W W t<W W I' .`t F��.`L<`�y'`.•t'[!{1 C 1"�.'W.''r`•`L',<a'•!�'``�W`t'b.''L y t�,1 I.f.1r L k.W<r r<f 1..�W•<1••<W "}l,y W.r .,W f•1�' W y •W J C W J W W y y W W PW.W A W .W y-W A W y 'L,L`Y L y,,,W y y W•L W•W`L�W`L W�y.�W y Y"y'y y y•i``L.W''<`y�r J WJJ JW�JJ J'y„`y J J``L W J W J W,L J JJ W•JJ J J JJ J W`W W ._<Y\Y''t•J'r i�.,Y,W i W,,1'1 i,Y e.•Y W 1.`Y V•'L„�W^,.Y.W�W W"y.'Y\,f�V W•W W •`i 2�'l•W V •4L W•1 Y W'1 1 Y W�y W ='.W•W W V v Y , W yW W.W W i y. W W W W W y W W W W y W Wy y iW ' I ORGANIC GROUND COVER TOP D R5E4 51-5I1IN'1G'7. A V AILABLE 1117 y HORTICULTURAL PRODUCTS (204) JJ GATE BOARD JJJJJ REA REFER TO SHEET 61 FOR PLANTING DETAILS, J2 4' . NOTES. 4 "B 4 REFER TO SHEET 62 FOR PLANTIN ` U W W W y 24P W W W W W W y y y W W ART DISPLAY 5TROOM STUB-OUT SGALE: I " 20'_0” AREA FOR� HAS CNECTIONS BY OTHERS. NORTH 0 20 40 60 80 REFERENCES DATE DESIGNED BY DRAN BY CH QED er APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING mm NO- . REVISIONS APPROVED DATE 56'5 I PER CITY COMMENT5 10.10.01 DESCRIPTION: 'J�= PLANS PREPARED UNDER THE SUPERVI ION OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: PER CITY COMI`- T 12.11.01 HORIZONTAL FORSUM/SUMMERS $ MURPHY, INC DAT 2 PER urr roMMENrs 2.2b.o2 LOCATION: 4,w� 1 C/TY OF ENC/N/TA,SA TRACT NO. 4s-�4o gTj PER CITY COMMENTS 3.14412 RECORDED FROM: �' EA � R.L.A. NO. 1881 �: BA Y LAUREL VERTICAL IMOSGIPE ARCFN7ECTS ATRICK .M. M PH ® 2TO L ELEVATION: DATUM: EXP 7.31.02 DATE: DATE: WORK PROJECT NO. T.M. NO. SHEET-5q° OFD PLANTING PLAN • TRff.S & GROUNDC®V6t FSAA 26(1966 DATE K& x1 i ■ ■ � ■ ■ � 0 mammab ■ mmmmi ■ ■ mamma ■ ■ mmummi ■ ■ ■ ■ ■ iENRON ■ ■ �• - - - - ■ �i ■ � ■i — — - - - 1311 I • GJ ,y^(JGj ❑ / JI. -'T W W—T T– `�W W W W W i{ / / / v v v v v v • V HRU �I / / v v v / v v v O • SYMBOL BOTANICAL NAME COMMON NAME SIZE 4 5P1/I L O� . 0 0 0 0 ❑ ❑ y W W y Y W L Y Y y y W L L L W i y i 0000000000 / ❑ ❑ ❑ ❑ ■ W W W W W L W W y W W W 0 0 0 0 ❑ ❑ ❑ ❑ ❑ ARCTSTAPHYLO5 EN. "HOAD MGMINN" MANZANITA 5 GALLON so 0 0 0 0 ❑ ❑ ❑ ❑ e 4' ' O.G. ■ W W W ❑ • W Iy i W W W y W y y W y y y y W y y W L y ❑ -ARGHT05TAPHYL05 EDM. 'GARMEL 5UR' MANZANITA 5 G�(ALLON W W W �W W W L y W W y W L W W W ❑ e O.C. 55 W W W y W y y W y W y W y y W W y v v \ ❑ I W y y Y W Y W W Y W y y y Y W p ❑ ■ ARGHT05TAPHYL05 'JOHN DOURLEY' MANZANITA 5 GALLON O W W y y y y W y W W W y W W W / y L W a v v v \❑ ❑ • e S' O.G. 52 W y W HTOSTAPHYLOS AJ51 'POINT Y ' MANZANITA y W y y W ARC I GALLON y y W y W W W Y W W W y W W 'W W ° ❑ ❑ ❑ ❑ ■ e 3' O.G. 52 W y y i W W W y W W W y Y W ❑ ❑ W W y y y W y W W W y i y W / W ❑ ❑ ARGHTOSTAPHYLOS SUNSET' 5 GA LLO MANZANITA N e TO.G.❑ ❑ I W D ; ARGHT05TAPHYLOS 'WOODS COMPACT' W Y W W W W W y y y f W Y W y MANZANITA I &A YO N / ❑ . W W W W y W((\��-4 W W W y y ✓W W y `W Y W y W W W W L y W W y W y W 1 W y W 1 y y W W y y W W y W W W I I y W W Y W y W W W y W W y y W W Y JI v v ❑ ❑ ♦ e S ' O.G. 52 / / , ❑ ° 11 11 ❑ GEANOTH15 v 0 0 0 0 GF�NOTHJ5 'CONCHA' 6 ALLON 4I 10 ❑ ❑ ❑ ❑ ' ❑ ❑ ❑ W W W W L W W W y W W W W W W W W y y y y y W W y y W ° ° ®� GEANOHr 5 GALLON GANOTS 6 - v ° 3 'YANKEE POINT' 0 4' O.G. 52 y W W W W W W W W W W W W W y W _ GEANOTHUS 5 GALLON 61 W W W W W y W W W W W v 717 y y y y y L W y y y W W y y �W y W W v v GEANOTHUS 6RI>EU5 SANTA ANA' CEANOTHU5 'HEARTS DESIRE' GER��IW I�HUS/\T S., G J�J VON 44I 0 O.G. 4' W W W W W W W W W W 1 W i W W W W v GEANOTHUS 5 GALLON 12 GEANOTHUS 'RAY HARTMAN' e 8' O.G. CEANOHS 5 GALLON SI GEANOTHUS SIERRA BLUE' a 5' O.G. G�� COV A� MIN/{I WRJ S SAN D IE60 MOUNTAIN I VGALL ON 41 y W W y y y W y W W y W y W W 1 W W y y W MAH067ANY • 4O.G. y W W y W W y W Y W DENDOMECON RI61DA POPPY 5 G ALLON -to W W i W 1 � -- -- Q 6ALVEZIA SPEGIOSR FIREGRAGKER' FIRECRACKER ISLAND {5USH 144 y W y y W W SNA'DRA60N a T' O.G. O y y y L y y Y W HUGHEA MAXIMA ISLAND ALUM ROOT I GALLON 1185 -y O 12" O.G. 1 W y W y W W W W W W y W W Y W W W W W W W W W W W y W W W W W 1 Y y W Y y W W y W y W y W W W W W y W L W W W L W y W W W W W y W y y W W W W y W y Y Y W 1 1 W W W W W y W y W W 1 y W y y W W W W y W W W W W y y y W W L y W MAHONIA '&O L EN ABUNDANCE' H /EK ID OREW N &RA PE 5 GALLON 246 W W 1 W W W W W W W W W W W W W W W W W W W y W W y W W W Y W Y y y Y 1 y W y y W y Y y W W y y W 1�\" y W 05, 0.0. y y y y y y W W y y y Y W y y W W i y y y y W W W y y y 1 y W W W L W W y y W y W W y W W W W W y W W - W W W W W �W W 1 y W W W W Y W W W W y W W W W W W y W y W 1 W W W w W i W1 W `Y MI�ULUS (DIPLACU5 PUNIGE5 D NKEFLO I GAL LON 6 25 Y W W y W L y y y Y W W W . y . . . y y yy y W W y W y W W Q S a 2T" (�(j O.G. XW W W W y y 1 W W W y W W y y y y y W y y y y y y y W y W W y y y y W y y y� W W y W W W W W W y W W W y W y W y W y y W y W W y y W W W y W 1 W W W W W y W L W W W W W MUHLENBER&A RI&EN5 DEEP.&RA55 I GALLON 463 �^ O 24" O.G. COASTAL PRICKLY PEAR PAOS OP NT IA LIT TOR AVI5 245 0 IV" O.C. W y W y W W W y y W W W W W y W y y W W v v y W y y y W W y W\ W W O R S INT= LEMONADE BERRY 15 L ALLON R v 17 '7 v v / y y y y 1 y W y y y W y W W y y W W y y Y Y i W W W W W W v v v v W J' y / I RIBES YIHURNIFOLIUM � ER 4` R EN GURRRNT 5 0 GALLON v v v 24" O.C. q 2 y y Y W y y W y y y W y y W y y W v ° W y y 1 I W W 1 W W W W W W W W W W W W W y W W W W W W v ❑ ° ❑ y W W W y y W W y y y W W y y L y ° y y W y 1 } CALIFORNIA IC^ �-05E 5 GA LLON W W W y Y W W W W W W W W W W L y W v v v v ❑° ❑ ❑° ROSA GALFORNIGA e 24" O.C. I qb W W W W W W W y W W W W W W v v v n n n n 1 y W i W y y y W y y W y y W W W y W W W W W W W y ❑ O CLEVELAND n&E 5 GALLON W W W W W W W W W W W W W W v SALVIA LEELADII y W W y L W W y v o v ° ❑ ❑ 4a W W ? % " v v v v ❑ W e J' O.G. Y W W W W W y y Y W y Y W W y y W W y y W L y v y y y y y y W y y W W W W W W y W W W W W W W W W W W y SAL-VIA GLEVELANDII 'WINIFRED 61LMAN' 5 GALLON W W W y W W W W y W W W W W e 5' O.G. y y y y W y y W W y W W y W l y y y W y y y y W W y y W W y y Y SALVIA WLWrn LLA POINT SQL' PURPLE 5A6E 5 GALLO N W W y W W 1 W W W W y Y W W W W W W W O 3' O.G. y W W y y y W W W y W y y y Y W y y W y y y W y y y W W W W W W W W W W W y Y W W W y SALVIA 'VICKI ROMO' S GALLON 4q y W 1 W W 1 W W W W W W W W W y I� � e ✓' O.G. y W W W W W W Y W W W W • " y y W W y y y Y y W W y W W W W W W W y W W L W O W Y W ® � 1111 ❑ ❑ ❑ ® W yWW y W W W W W W W W W W ( &////WW//// y W W W y W W W W y W 00001100 W y y y y y W W y y y W y y 1 W 0000 W W W W y W W W W W y y W y 0000 v ❑ 1 y W 1 y 1 W y y y W W y y y W y ❑ ❑ ❑ v v v ❑ ❑ ❑ ❑ ❑ ❑ W y 1 W W W y W W W W W W 40 000 v v v v v 00000010 1 W W W W y y y y y y y y W v v v v v ❑ ❑ ❑ ❑ ❑ 1 y W W W W W W W y Y W y W W W W v v v ❑ ❑ ❑ ❑ ❑ ❑ W W y W W W W 1 W W y W W W y y W v 0 0 0 0 ❑ ❑ ❑ ❑ y 1 W yl W 1 W W y y 1 1 y y y W W �T}� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ y y W W W W W W W y Y W W W Y + ,111nJ''1LL'III''1'IIY',,1{J,111 ❑ ❑ 00 00 y y 1 W 1 W W W y y W W L y 1 W ❑ ❑ ❑ ❑ ❑ W y W W W W W W ° ❑ ° ® W y W •ZMIy 1 1 W y y W W W y f'rFl 1 y 1 1 y y W W W W y W W W W W W W W W ® y y LW W y W`L `LYy L y WV W W W W W W W W y W W W y y W W W W W W W y W W W W W W W y W W W W y W ------ W W W Y W W W W W W W W W y y y 1 y 1 y W y y W W y W y 1 W W y_W W y Y W y 50ALE: 1 �� 20'-OIL RESTRDOM 5TUB-OUT I 1 W 3\ � FOR ELECTRICAL,51 ` FOI`1/ S�E AND WATER CONNECTIONS W BY' OTHERS. 0 20 40 60 60 NORTH REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY °RAN'" ar CH ED er APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I PER CITY COMMENTS 10.10.01 DESCRIPTION: �3i�� PLANS PREPARED UNDER THE SUPERVIS ON OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: PER CITY COMMENT'S 12.11.01 HORIZONTAL PER CITY COMMENTS 2.26.02 LocnrloN: FORSUM/SUMMERS & MURPHY, INC DATE � C/TY OF ENC/N/TAS TRACT NO. 15-240 6775 � G PER CITY COMMENTS 5.14.02 RECORDED FROM: iarodrrN■nv�LAND CAPE rItCH ECTS 00 404M R.L.A. NO. 1881 6Y. � �� BAY LAUREL VERTICAL LANDSCAPE ARCHfTECTS TRICK C.M. M Oz_. ;,/j r i Z - ELEVATION: DATUM: EXP. 7.31.02 DATE: 3 DATE: WORK PROJECT NO. T.M. NO. SHEET 66�OF RAN • *RUN A VM RANTM K'\ i 9LfbGL A A7rw ca M 5 PREVAILING 2' 12" a 12" I. 'CINCH-TIE' BY V.I.T. CO. 2 / 4 WIND PLAN (6141) 6'13-1'160 18 0 d 2. LODOEPOLE PINE STAKE � COPPER NAPHTHENATE 6 l 3 IMPREGNATED. 2-1/2" DIA. 2 - x 12' LONG FOR 24" BOX q 4 PLAN AND SMALLER. 3. TOP OF ROOT BALL TO BE d I" ABOVE FINISH 6RADE - =m_ 5 4. 5"" E 16�WATER. BASIN O Q I�I I 111 1=1 1 1- 3 ill 1 111= 6 1 5. FINISH GRADE 0 4 (- tu 6. PLANTING TABLET - SEE 02 -1 I ==11 1=1 _ 5 =_ 7 I. (3) 3/4" BLACK RUBBER SCHEDULE FOR QTY. HOSE 2 I I I-I 11=1 I I-11 1=111= "1. BAGKFILL MIX - SEE 711=111=111, _ -i i lI -III- 6 ;III-_-III=III- -I I 2. 1/2x6 LONG GALVANIZED n SOILS REPORT STEEL TURNBUCKLE 6. ROOTBALL q 3. 3/32" BRAIDED GABLE W/NOTE:NOTE: I 1/2"x3' LONG PVC TUBING a. NATIVE 5U56RADE 2 X DIAMETER 2 X DIAMETER ATTACH 6UY5 TO OF ROOT BALL MAJOR TRUNKS 2 4. (3) 'DUCKBILL' EARTH 4 OF ROOT BALL ANCHORS. MFG. BY O ONLY. V.I.T. PRODUCTS W 5 (6141) 6"13-1-T60 _ 3 5. ROOT BALL - 1=� NOTE: I. 3" HIGH WATER BASIN IN SHRUB/GROUND COVER AREAS. I. I, 5, OR 15 GALLON SHRUB 16 2. 2" LAYER OF MULCH _ - III-- _ =III = I REQUIREDTIUSE(THIRD TIE WHEN 2. FINISH GRADE C'S 7 3. BAGKFILL MIX - SEE SOILS REPORT. 3. 3" WATER BA51N I-� 11- Lu -III- = NECE55ARY TO HOLD 'TREE IN 4. PLANTING TABLET - SEE SCHEDULE FOR QTY. 4. FINISH GRADE z I-1 I I-I I II I I i I III I I I g UPRIGHT POSITION. TIES TO BE 5. ROOTBALL -III I-III-I --Q I-III 11=1 I I-III 11- SECURED TO AVOID 5LIPPA6E 5. AMENDED 501L FOR PLANTING - SEE SOILS REPORT n I 1 I I -I -1 I I = I q (WRAP STAKE TO FORM 6. NATIVE 5UB6RADE 6. PLANT PIT EXCAVATION F16URE EIGHT. NAIL W/ (1) 7. MIN. 18 DIAMETER MULCH ZONE III-III I I III=1 11= I III-I l i 7. PLANTING TABLETS - SEE 50HEDULE FOR QTY. FOR 36�� BOX TREES 6ALV. NAIL THROUGH EACH AROUND THE BASE OF EACH TREE IN TURF. n TIE INTO POLE. 5. TOP OF ROOT BALL TO BE P ABOVE FINISH GRADE. 5. ROOTB 2 ALL ' AND LARGER 2XROOTBALL DI a. 2" LAYER OF MULCH q. NATIVE 5UB6,RA0E o�_ x FOR 24" BOX TREES OR SMALLER a FOR PLANTING, REFER TO TREE PLANTING DETAIL. SHRUE3 PLANT I NO TREE O UY I NO DOUBLE STAKED TREE PLANT I NO TREE PLANT I NO •-q r# PLANTI NO TABLET 50HEDULE Q6RO-POWER PLANTIN6 TABLETS FOR CONTAINER-GROWN PLANTS I PREVAILING I. 'CINCH-TIE' BY V.I.T. CO. I GALLON CONTAINER RECEIVES . . . . . . . . . . .2-3 TABLETS 1'k k WIND (61q) 613-1160 3 GALLON CONTAINER RECEIVES . . . . . . . . . . .3-6 TABLETS PLAN 2. LODGEPOLE PINE STAKE 5 6ALLON CONTAINER RECEIVES . . . . . . . . . . .6-4 TABLETS COPPER NAPTHENATE 'I GALLON CONTAINER RECEIVES . . . . . . . . . . .6-10 TABLETS IMPREGNATED. 2-1/2" DIA. DIAMETER X 10' LONG 10 GALLON CONTAINER RECEIVES . . . . . . . . . . . 10-12 TABLETS 3. TOP OF ROOT BALL TO BE 15 GALLON CONTAINER RECEIVES . . . . . . . . . . . 12-15 TABLETS r I" ABOVE FINISH GRADE 20"-24" BOX RECEIVES . . . . . . . . . . . . . . . . . . . . . 14-16 TABLETS 4. 3" H16H WATER BA51N 30" BOX RECEIVES . . . . . . . . . . . . . . . . . . . . . 16-16 TABLETS SEE SPECS 5. FINISH GRADE 36" BOX RECEIVES . . . . . . . . . . . . . . . . . . . . . 16-20 TABLETS 6. PLANTING TABLET - SEE 42" BOX RECEIVES . . . . . . . . . . . . . . . . . . . . .20-22 TABLETS I. CONCRETE PAVING - REFER I SCHEDULE FOR QTY. 46" BOX RECEIVES . . . . . . . . . . . . . . . . . . . . .22-24 TABLETS 5 1 T P Q 2 'T. BAGKFILL MIX - SEE 60" BOX RECEIVES . . . . . . . . . . . . . . . . . . . . .32-36 TABLETS 2. ONE PIECE, MOLDED AND _ SOILS REPORT LARGER 51ZE5: FOR EACH 1/2" CALIPER USE: 3-4 TABLETS 2 RIBBED ROOT BARRIER. (V ILA RI$5 TO BE A MINIMUM OF 6. ROOTBALL O� 1 - 1/6" WIDE X 1/2" DEEP. 3 q. NATIVE SUB6RADE m ROOT BARRIER TO BE 1 III= 24" DEEP PANEL 10' LONG J (5' EACH SIDE OF TRUNK) 4 4 NOTE: _ 11= 3 ROOT BARRIER TO MIN. 2 TIES (TOP d BOTTOM) 50D LAWN I'FI _ _ 4 BY DEEP ROOT ® 5 REQUIRED. USE THIRD TIE SOD LAWN SHALL BE MARATHON II' TURF TYPE TALL FESCUE. WHEN NECESSARY O HOLD AVAILABLE FROM SOUTHLAND 50D FARMS (605) 466-3565. I I-HE �I I I 1�I 1 1 3. ROOT BALL QI _ TREE IN UPRIGHT POSITION. i 1,;l 11,;l 1 1 ,,l 11 , , l 1 P 4. NATIVE 5UB6RADE =III 111=1 TIES TO BE SECURED TO 5. FIN15H 6RADE I I = 6 AVOID 5LIPPA&E. WRAP SOILS REPORT 2 X DIAMETE _III 1 - STAKE, TO FORM F16URE OF ROOT BALL O III 7 E16HT. NAIL WITH (1) 6ALV. W - NAIL THROUGH EACH TIE AT THE CONCLUSION OF ROUGH 6RADIN6 AN AGRONOMIC =1 1 1==1 1=� - 6 INTO POLE. 501L5 REPORT SHALL BE PREPARED BY THE CONTRACTOR Lyo�S; -1 I 1=1 11-11 ' '- -' ' i 1 I I 1 1 ' ' AND FURNISHED TO THE OWNER, AND ALL RECOMMENDATIONS q FROM SUCH REPORT SHALL BE INCORPORATED BY THE FINISH 6RADE TO BE LEVEL WITH TOP OF CURB. CONTRACTOR INTO INSTALLATION OF ALL PL ANTIN6 AREAS. FOR PLANTING, REFER TO TREE PLANTING DETAIL. FOR 15 GAL. TREE5 FOR STAKIN6, REFER TO TREE STAKING DETAIL. ROOT CONTROL BARRIER S 1 NOLF. STAGED TREE PLANTI NO REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE Des °F "" �' CHECKED CMM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I PER CITY Wlvl E '1:5 10.1001 DESCRIPnON: Form PLANS PREPARED UNDER THE SUPERVI ON F RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF: PER CITY 12.1"101 NowzoNTAL ATKM: F0M#AfSUMMW A MIUM o INC, DATE. ZG � CITY OF £NCINITAS TRACT NO. 416-240 6775 -_ RECORDED FROM: ,�.mr.uo... ...a�sw��aico..o.a� 004mm 1881 BY: BY:A.VERTICAL LANDSCAPEARQi1O7I5 P TRICK C.M. MU R.L.A. N0. BAY LAUREL 673 c 7.31.02 DATE: O Z DATE: j 2T dL ELEVATION: DATUM: EXP. WORK PROJECT NO. T.M. NO. SHEET76UOF63 P • 7MMA nATr P aom a u rnur. rWrAN e I. GENERAL SITE PLANNING g. Clear all desiccated weeds from the slopes to the finished grade. The Owner shat have a so Ianp 1 sis made after comp etio� of the rou r In The, " 4 I h Q d h. y�tcr all I retire arc son the re, ill r irrl tton controller schedule Contra for sha�l Incor or% 4111 oil ap dments aril fartilizers res bdd�hcr�cin. for thre��) consecutive days prt�r�o th, ydrosccding operation. Y w The soil preparation peel ied below s al be adjusted occordin� to �c analysis. i. Then allow 14sntlIn area sots summa a to dr out fQr one (U da only, A. Weed Control for Lawn, Shrub # Ground Cover Areas (Except Slopes) prior tO the h Bras¢edin a II ai n. Ge mr�st be taken.r��t tdallow the soil surfaeo be su�erpsaurated with water prior to the hUdroseoding I. Rernove all existing woggle from surfacl Remove all roots of Bermuda- i stallatlon. t t a same tl e, t e soil surf ce she ld not bort dr . Johnson Grass, esc. an dispose of o f site. T� 'rc should be some resic�ual moisture wit�iln the first I/2' of sol�eur ace. 2. Install irrigation. J. Begin the hUdroseeding operation and/or hand-planting in all areas, ' 5. Fertilize all shrub/ round over arias. Aq 1 10 lips. of I¢-20-0 commercial 05 speclflea. v fertilizer per 1,000 sq. fit. or as irected soils report. 4. Water all shr b/ round cover areas for three weeks to germinate weed 5. Planting M seeds. App`l'y ►�oter at low rate to avoid erosion. Plant trees and shrubs As called out where Indivated on Plantinqq Plan and Qs 5. AgI s stemiq weed killer 'Round-Up' to all planting areas per datalled on Plantin D tall Sheet. Substl Lion op plants III noE be cc Led , rh n�fo turer s specifications. unl�ss roved in ri n b �andscape Archl GCt. If lantin to le qs y B. Soil Preparation Finish 6radtn a led �� In eq red. I t I con in r wn planis In pt retire is wo 21 P 9 Mmes wider anc�lwo (2) time dcG er t�ian �hG Container. Qro� I. R� cg�h grpdc: Site to received b� Landsca�c Contractor to Within s cglfled m t�rigls found inhc s�l analysis Qnd those spec fled L?1g I�v fCOt plus or minus by owner basil upon Civil Engineers grading ranting Do ail Sheet, with the site soil, prior to backfilg o plan ing pits. plan. 2. Finish raga: Finish gradln to consist of oradina, roklnq and hand 4. Planting Tablets (Soo Planting Detail Sheet) horGduccessGi� t�na�htov� desired contour and'flow limb patterns, sbluaraco9 free o Edecxis andplittor resulting in even ly finish ed £ 3. g?d Over all lawn, shr b and ground cov r areas, amendments red fgr�iliz¢r proscribe In soil 3report. orou hly mix Into solid III. GENERAL NOTES tol dept of 6 or more on jfInc grade. ape rro d as shown on A. Glean-Up aa GontrQCtor t impor s II rie4essaru to at airry� csl n qqr� des n� erms all f or e shat I be free of weeds dclsgarrdavo I. After all Instal Iation operations have been completed, remove all rubbish ba anted 1='h. ot arada even radin excess soil, empty plant container and trash from the site doll All scars r0 to o of a and g � suruts or ofhor ar1�4 in the area caused this work shall rO aired and nara�e s�ibe below walk/top o curb. 1Gmgve frame theqt-ound I f in a neat, ordgrl tend ti Lcav� site inoori-clean site cril stones over 2" In size. condition at the e d of each wor�kin H se own all pave areas, G. Planting Including walks and patios, upon complafirin of all work. P an trace, shru andd r and cover as cq I led for whey Indicated on B. Maintenance PlIan in Plan ��as dg�ailcd on Planting Plan and as detailed on I. The Contractor shall .maintain durtn in tallotlon a sufficient number of Plan in� detallshaet. men and ode unto aqyiprpartt to a o m th work herein s clfled. titutions o plants will not be accepted unless approved Plant maintenance work shall con s err a l tea water, Wo6dn , ub*tl u landscape s oG act. p pp � c�in of plants including rouDd covers, sOr�Op4, vines and trees, e q1 an mowfncctt lawn rtlllzt contr-o or posts and di cases, 1. Ground Cover - Flats and/or Cuttings anc� Intalninqq wCn�CS free of de (s and dirt. upon cQmplI con of All pplant aterialI sppecified as ootad cu tins r flat sto k on each area of 'fnsta Iation, the Con ractor, Landsta a Architect and Plantin 1'mlan hall rbmaln in the Fl�ris untilIm� o trans lanin Owner s�iall conduct an inspection of completed a ea, alonq Wlth Th l fl soil s�i II con suffi Ilnt mQisura so tat so�l geese the Owr�er's maintan nee rapra entativG. At this Imo, a Ilst of n a art �an It in Ian rem fla . 6rpu cove plants corrections, if any, shall rap which are the responsibility of the s�ial[cno� alo wod to ar oil rnc fora or while in lahContractor.Roos saln t bG a pond to ar except while ft all 2. After all rk has been com leted In cted a cce tad, all lain lance Wlltg plants wilIt fie acct ted. �t tic �img Wq p P rid Q P of F19antinp, t a soil round ach ant shall ! firrriad sufficiently reas will be maintained for' a �erfoisor ninety (901 calendar ga s Oa p I t t y or as Ionqq �os Is necessaryy� to stab Ish thrivin% trees, shrubs tur , to orcc ut air oc�ccts. ants to ��In e l In rian�ular and roura cover areas 4thout barespots. f sppacin as spec to O.G. On Ggnter J cut inq s she be 9 P rrllnimu of 6' Ion In tall plantts in 6 ' X I tt 4 alts. Water. 5. Keep all areas weed free, ode uatcl�I wet reel, and neat) cultiYGted imm Giatclyy aftcr�r�aG lahtinq until olio it�clh of ►yatbr ponGtt'ation for the ninety (90) dau per od. gTpmove al�dcbrls Prom sltyG area keep the Is o� dire d. Gar s al exor`cisod at all Limos o r toe h entire site oom-cl drl. �ow turf area Weekly droseedea urf Ya as o,plants after plc�nt(nqq. AUy da�magqe to plants tran�gpltn or other sh II bo irri ted aftqr the slum mulch a �{Cn a It¢d tend al'fowe�� perations of this CbntraGt shalibe rdpairedbimeditatal�. set for one day. Tha soil surface must gbeb�.eptoist at all times during 2. Shrub d Trees the germination p rind to avoid dosiccation of Nodlings. Ian all container- row plant in lantin It t o Limos wider red 4. Re all bare spots in turf areas at two (2) week intervals and maintain s wo ImG dGG r^ t an t G con In r, c e on Plantin a ail until an even tatn�J of turf, without bare $ ots, Is obtGlnod. F=eed all p slo a ar as t r I p II a shoat. A aefgl mix I/� or anic bac II (troll cd Rodww4d 9 y• P qqq 4 q z p O a ail to , Nitho tG even Re air a erode surfaces at no N Shavings or a a and t o afnandmonts sppacified In the soils co9t to the Owner. ' o anal s tth th site soil prior to backffIlin of lantin%q p t Install 5. Damaqo to an planted area shall repaired Immediately De resslons z Pan Tablets, r the manufacturer' I struc�ion�and d9 detail d n eau Cd veF� ales or foot traffic call be filled with to Soil, IG�ieIGd and s Pan lnq DGte�llp�hcot. Contractor Rho construdct basins are�undg al� rap lante�. Exterminate gophers, moles and repair damage. Peas not in awn areas; basins shall no excare top o roo ball 6. The project shall so cared fo that a ne t clean condtti n will be crown. u rrG Imes p the Owner air Landscape re, cd att all to the so isfactlon r1 n k � 5. Top Dressing c Lett Tha Lon rare Contractor sha I be expected to make a o Top dress all ctround cover end rub areas with 2" tt Icl� la or of minimum o one wcc y visit for maintenance purposes. 01 (Organic Ground Cover , o bG s ccifled on all lancing plans. 'i. At th and� of }�o ma nten nc oriod, all red that hav been 4. Stokin planted shal I be f r�tllze . commcrciat for 111zer, analysis and rate Stoking of application sha I be per �e soils report. Stake all trees as detailed on Planting Detail Sheet. 8. The Contractor shall request a final st o visit se on V days glor to the a d of the maintenaf5c erJod. This re ues sha if b� Lrrrttcn and dlractOd to the Ownor and Chia LoncJ$carae �ch ac1 on wrl on c4a once of the pro act, the Con rac ors all ba ra cved o any 11. GENERAL SLOPE PLANTING furthCr maintenance. G Owner shall hove a soil an W made ofte com lotion of roucth ladingq� G. Guarantoe The Contractor shall Incor orat� TI soil amendm= and fartllizeug ,rescrtbed Ail turf, ha W lanted and } d oseoded round cov end shrub shall be horain. The soil preparation specified below shall be adjusted accohdingly to u rani;ce live d rod Coo a criocl f ninct ��b1 d y after Installation analysts. �n acc��grppe b pl�igqa go Coo TTra 5 Shia I l c u�aranteao or one cluoar. Any A. Planting Preparation pared shthalltboairaplaGod by tho'GontraGtoriatno cos to he OwnerarantoG I. Slope Texturing D. Observation a. Gut Slope These surf as shall be t-oil hand in ho izont I �I eation I. pro ati n vi its s ecifled herein hall bo mold th Lands a o fol�owing tie contour oho slope. The rgoughaned�Gxure s�iall 6e made Arc�itec� orii renscntativo. Ta Contractor'&allred es, cbsarvation by and raking or similar mechahical moans. at laost two (2� w rking days Ina ante of the time that tra observation b. Fill 510 as- The a surfapces shall be cgmpact d and finished and also is requested. ryughbnod in ca ior�zonta� �ir action fol�oywhnq d raking or simllaG maGhanical 2. Observation visits are suggested for the following parts of the work: e roughone ex ure s a l oe made cfi g moans. a. Upon completion of grading and soil conditioning prior to planting. 2. Woad Eradication Procedures b. When trots are spotted for planting, but before planting holes are a. Manually remove all existing vegetation and dispose, of it off-site. excavated. b. Fertilize all Pplantin QQreal with fcrtll�zc�- asc�l on ll Labs c. �r it en acceptance of t pro iGC to r IG so the Gontroc�or from recommend dtions.g(Sea Plantin De 0: Get/. any and all soil fur or mglntanonca shq�bccCr G1 tar na pbservotion with the amenddments as requlred, per- t�rgTa soil analysis. Begin Wdtering process Owner or his representative at the on� o the maintenance period. to or, Ivato fcrtlllzCr and additive chomlcals. E. glorification of Dimensions c. yy� er all pl retina ar as thorGughlU and tenth oust fora period of tH I. All scaled dimensions are approximate. Before procoedinq with any work, (2 consCcutiv¢ WecI ThG LandB 'a a Ar4h aunt shall period sp ci lc the Contractor shall careful) check and verify dtl dimensions and wat�rrtnq duraxlon at�d frequency program designed to gG minato dI quantities, and shall Immadiatbly In for tha Landscape Architect of any residuor'weed seeds. dtscr ancy two ntth draw sand or speciPicdtior�s and actu I d. Discontinue watprin recess for two (2) c�a s, then a Iy 'Round-Up' if condil�ons. lwor shaell bo dome In any area where th ro is sued a ppergnnnlIal weals Trle�ld gar on process,for slopes. f annual WGPGFdS appear, use discrgpgncy until approval for some has been given by he Landscape 5trai ht contact as a the est co trot advisor"3 Architect•recomm ndationswater s�iarl be appli d or a minimum of four (4) F. Utilities days following application of contact weec�kil or. I. The Contractor shall be responsible, for varifyinq the Iqcation of all a. Allow sufficient period of time to Insure, that all woods are dead. underqround utilit�y IinGg prior to any construC Idh, so th t ro r f. to all I ntln rcas&FnPX an con Inuousl for erl d of three racd tlons ma be taken not ddma G Huth lines area anplocattons, ( wccksp shr r e�-ip�Jdma4 the p 4 o neaat the discretion �comptlu nptlfy �he Lands�apetAorchltoGq� w o will grranq for roloc�fttons o the Landeca'peci�I or the pCst cQnrol a�v sor. DlscontlriuG of olio Or the other. Faiurho tthe wet lire p oaase or o a rior tote loco'1 ap Ilcotl n of the Contractor the res onslbtllt or, at his ow expense, making a y and all harbic c� 5 rayR)N�ay'spqlthout Ra-a �y tht s rat in operation wit q ralght contact repairs for damages rosultl�g from his work. weed k11I¢r as ISor s rpcommando Ions. AI low a 6. Existin TrGee minimum of #our Irrigation, for effective final weed kill. g I. Contractor is to Insure the, prcservAtion o any exlstinq tree? on the site. DDa a c or loss of GsG trace will result In f eplaccrTfcnt o equal size by tha ndscope Contractor. I- LANTI O NOTES H. See Planting Detail Shoot for additional notes. BY I REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED °RA'"" �"�,CM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPnM: FJM PLANS PREPARED NDER THE SUPERVI ON OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPE IMPROVEMENT OF. LOCATION: HORIZOWrAL FORSUM/SUMM M & MURPHY. INC. A1iiiiiiiiiiiiiiiiiiiii. DA RECORDED FROM: ,�.m.�.�.. WMP0@%0 .iM1 .w. 1881 �, �: C/TY OF ENC/N/TAS TRACT NO. a8-24o 6775 - VER ATRICK .M. M P Y R.L A NO. �� DATE. 2`0L BA Y L4 mn ELEVATION: DATUM: EXP. 7.31.02 WORK PROJECT NO. T.M. NO. SHEET 62-OF-62 -- - — - - ... ......... ....,..,..