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1999-6050 I (Plans) LAN17)SCwAFF D OCUMENTS FOR CRESTVIE-NV ]PAIRIC 5= INVEX 5/7l' NO. D55:5RIPr01V / 1711.E 5f!1" $ 6EM9R& AVTL ? 6RAOIN6 Ab7F5 $ FI'N 15H 56HLVC E 3 6RAL7186 AND 0R41NA6E PLAN 4 4&67IX TION PLAN 3 GOA5T�WWV DETA /LS BLUE HERON AVENUE QA �e�e /6A noN PtAv < < . �^ ` 7 AR?l6A SAN 114R16A nw LE6 E11�7 I DL�'1A2 i � .; / f '1 X 16.4 77 ONAP 3 _ 3. , / j E i { : ,, t '• f j / � / L.r�l � AI� NI SITE f I _ i : e �i _ ` t / - -... .tom r �• J ` �` \ \ y fi \ �, M .�- 111 i ` , ; AIL RDENS Ail v LFllCADtA LOXADiA 8L jV ow Ctn+E1VF m RQ. Erc"I. vs RaneA WIF RD PACIFIC OCE � . y � ` � ,mi. VISTA 396? LA P°LAI.El'TL� sp CAgZ BAD, GA. f2z 00 wo. ;� x , � ENCINITAS 1 �1 NTS AAMFlanninq A55dGlate3 PARK SITE y � ' �; � - I Tr J TF 7 3ME'F 7 �l rF T s � LOCATION OF I`'A 5 ; \ .. ,� � � ,.�\ t. ., Z Th i G i >`f i TY MAP Carlsbad, GA 120040 ��. ,. I (IW)7214M57 •t i I ' ` , f , '' '! �' hCJN5AKER E A550 CIA 7F5 IC 7q M*70 EK A5 5T. I — 50,00 GA 9 212I GENERAL NOTES THE FOLLOWING GENERAL NOTES ARE PROVIDED TO GiVE DIRECTIONS TO THE CONTRACTOR BY THE ) z • LANDSCAPE ARCHITECT OF WORK. THE CITY SIGNATURE'S ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THESE PLANS INCLUDE THE FOLLOWING: GRADING do DRAiNTAGE PLAN, CONSTRUCTION PLAN, IRRIGATION PLAN do PLANTING PLAN. THESE PLANS DO NOT INCLUDE ANY SPECIFICATIONS. SPECIFICATIONS WILL BE SUBMITTED SEPERATELY, IN AN 8-1/2 FORMAT. 15. ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE SPECIFU. 2. NOTES ARE DIRECTED-TO THE WORK OF THE LANDSCAPE CONTRACTOR UNLESS NOTED ON PLANS. 16. THE CONTRACTOR SHALL, IMMEDIATELY UPON BEING AWARDED THE CONTRACTOR, MAKE ANY 3. WORK INTENDED TO BE UNDER LANDSCAPE CONTRACTOR'S CONTRACT. ARRANGEMENTS NECESSARY TO INSURE THAT ALL MATERIALS, CONNECTIONS, AND SUPPLIES WILL BE AVAILABLE WHEN NEEDED FOR THIS PROJECT. A. N.I.C. -NOT IN CONTRACT B C. BY TINC RS 17. ADDITIONS AND /OR DELETIONS OF MATERIAL AND /OR LABOR SHALL BE MADE AT UNIT PRICES O F RESPONSIBLE C HAIL G E ESTABLISHED WITH THE OWNER PRIOR TO BEGINNING THE WORK. DEC LA RATI ON 4. CONTRACTOR SHALL VERIFY WITH LANDSCAPE ARCHITECT THAT PLANS ARE CURRENT AND APPROVED. I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR 18. NO ALTERATIONS WILL BE CONSIDERED FOR ITEMS SPECIFICALLY CALLED FOR ON Ti�ESE PLANS. THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE 5. ARK SHALL 8E1 ACCORDANCE WiTH THE REQUIR OF THE GOVERNING AGENCY 19 DETERMINATION OF 'EQUAL' SU SHALL BE MADE ONLY BY THE CiTY OF ENCINITAS PARKS DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE �USINESS DEPARTMENT LANDSCAPE ARCHITECT AND /OR OWNER. AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH 6. '[ ANDS CAPE" SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT HAVE BEEN DESIGNED BY THIS OFFICE. 20. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE DRAWINGS AND SPECIFICATIONS BY THE CiTY OF ENCINITAS iS CONFINED TO OBSERVATIONS OR MEETINGS. I A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF 7. POE PLANS ARE BALD ON fMPROVEMENT PLANS BY HUNSAKER LK DATED 21. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: WORK, MY RESPONSIBILITIES FOR PROJECT DESIGN. 2 -8 _99 A. PRE - CONSTRUCTION 8_ THE OWNER SHALL PROVIDE A COPY OF THE ENGINEERING SOILS REPORT BY T & MM- DATED B. LANDSCAPE GRADING AND SOiL AMENDING ADL LANDSCAPE CONSTRUCTION 9 -3 -98 TO THE CONTRACTOR WHO SHALL BECOME FAMILIAR WITH THE REPORTS C. D. IRRIGATION PRESSURE AND COVERAGE TEST I TU DATE PLANNING RECOMMENDATIONS PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL COMPLY WITH THE E. SPOTTING OF SPECIMEN PLANTS R.L.A. NJ. 2348 EXP. QATE: 3 - Of ASSOCIATES ■ w � REPORTS RECOMMENDATIONS AS THEY RELATE TO HIS WORK. F. PLANTING AND /OR HYDROSEEDING 9. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND /OR REQUIRED PERMITS AND PAY ALL RELATED G. PRE - MAINTENANCE L_ A N O P L A N N j N c FEES AND /OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS_ H. POST — MAINTENANCE (FINAL) LAND ARCHITECTURE \,PNDSCgp 2979 S TE STREET, SUITE C 10. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE �� + �, v►v F 2979 , C A R L S e A D. C A. 9 2 o 0 a WORK TAKES PLACE- (7 6 0) 729- 8 6 3 7 F A X: (7 6 0) 729 - 6324 11. PRIOR TO INITIATING ANY PHASE OF THE IRRIGATION INSTALLATION, THE CONTRACTOR SHALL VERIFY 22. SITE OSSERVAil BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOE'S NOT ENCINITAS FIRE DEPARTMENT . ;,� v � � DATE: 6 /1 1 atu►� EXISTENCE, SIZE, AND LOCATION OF ALL RELATED UTILITY SERVICES AND METERS AND NOTIFY RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE .� LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. r*) doe : 44014 / /i (�}'L G/2-3/ ' *. Date• SCALE: N.T.S. 1 2. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK, TO BE APPROVED BY OWNER AND "" SIGNATURE DATE CgL�1P DRAWN BY: T.L1D.J.6. LANDSCAPE ARCHITECT, PRIOR TO BEGINNING THE PROJECT. ALL WORK SHALL BE IN ACCORDANCE 23. ACTOR SHALL BE BACK CHARGED FOR LANDSCAPE ARL iTECTS TIME WHEN OBSERVATIONS ' WITH SAID SCHEDULE. ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR APPOINTMENT IS NOT KEPT. TiME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, ~ 13. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRiOR TO BEGINNING THE WORK AND IF -ANY, AT THE THEN EXISTING HOURLY RATE FOR PERSONNEL PROVIDING THE OBSERVATIONS OLIVENHAIN MUNICIPAL WATER DISTRICT IMPORTANT NOTICE COMMUNITY SERVICES DEPARTMENT C3 SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING GRADING APPROVAL AGENCIES AND OTHER TRADES. ; APPROVED BY: BOYLE ENGINEERING CORPORATION SECTION 421614217 OF THE GOVERNMENT CODE Z4 w , 1 j REOUIRES A DIGALERT IDENTIFICATION NUMBER BE ''' 14. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY EIRRO , OMIISSTONS OR dISCREPANCiES 24• THIS FIRM DOES NOT PRACrCf` OR CONSULT IN THE FIELD OF SAFETY ENGINEERING' THiS FIRM DOES DISTRICTS CONSULTING ENGINEER ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE NV EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING THE WORK. IMMEDIATE NOT DIRECT THE CONTRACTORS OPERATIONS, AND IS NOT RESPONSIBLE FOR THE SAFETY OF VALID. FOR YOUR DIGALERT I.D. NUMBER CALL PERSONNEL OTHER THAN OUR OWN ON THE SITE: THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF UNDERGROUND SERVICE ALERT AT.- NOTIFICATION WILL BE GIVEN TO THE LANDSCAPE ARCHITECT SHOULD SUCH A CONDITION BE THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE DISCOVERED. RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. R.C.E. DATE JOB NO TOLL FREE 1 - 800 -422 -4133 SIGNATURE DATE SIGNATURE EXPIRES TWO YEARS FROM DATE TWd *VRKINC DAYS BEFORE YOU DIG w► >' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED B Y DRAWN BY CHECKED B Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. o T.L./T.P. D.j.G. A.D.L. DD mor x to PLANS PREPARED UNDER SUPERVISION OF RECD D D AP VED TITTLE SHEET FOR: Tg GA 7A 10A' V1 S Coudmr E1EER's norl a 174-IM li1h�� � C2H��t�i 3 5- to << LOCATION: 16' S /OF CIL WffAvv � 2�f/0F C.L. SOW HORIZONTAL N.T.S. DATE 1 � BY: 8Y: RECORDED FRM MRM OF SO DIEGO d/ 2348 C RESTVIEW PARK ����-� r r L ` �— f l TONY LAWSON R.L.A. N0. M AMW 241.15 VERTICAL N A SIGNATURE DATE 3 31 01 DATE: � DATE: DATUM• LANDSCAPE ARCHITECT EXP. TM NO 98 _ SHEET I OF II GRADING NOTES MATERIAL /FINISH SCHEDULE SYMBOL: DESCRIPTION: DETAIL MATERIAL FINISH COMMENTS o CONCRETE PAVING G 4" DEPTH NATURAL GRAY LIGHT BROOM FINISH COLORED CONCRETE A. GENERAL b PLAY STRUCTURE SURFACING J POURED IN PLACE RUBBER COLOR SHALL BE 50% CONTACT: COAST RECREATM: RESILIENT SURFACING. TAN ( #37) AND 50% (949) 553 -8065 1. ALL WORK SHALL BE DONE iN ACCORDANCE 11 THESE PLANS, THE STANDARD 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACE'S TO PROVIDE "PLAYBOUND BY SURFACE BROWN ( #35) POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE AMERICA. THICKNESS SHALL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE COMPLY WITH LOCAL SAFETY STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD SiTE AN DSHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED STANDARDS DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. HAVE BEEN INSTALLED. PLAY SANG D /:! WASHED S 12" ED SI DEPTH, 20G N/A LICA SANG Z. THE SOILS REPORT MALL BE CONSIDERED AS A PART OF THiS GRADING PLAN. ALL GRADING 3. ALL AREAS TO BE FILLED SHALL' SE PREPARED TO BE FILLED AND FILL SHALL SE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED PLACED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND 1 IN SAID REPORT. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE d HEADER I (If 4� CONCRETE MOW CURB 1.11614? 15MOM FiRM?H UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE Wmjml, Lpwmv Cow EIT SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90X. C14AiN LJ PJK VINYL 0*rwb- DL*e1C 3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND a TRAP FENCE ji'�D�� 42" HIGH P1t�rtT PosT # iUF1tf� -'bt,ItGK TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT OF WAYS. COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. TRAP FENCE ) SEPERATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION "* f" Ll"K WITH IMPROVEMENT PLANS. f GATE 42" HiGH TUBU4 4 zL T VtWfL CD*TVD - ate 4. CUT AND FELL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE GATE WITH SELF CLOSING ) Pit►NIT PIOST ItMLS M SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND 4. WRITTEN PERMISSION SHALL BE OBTAINED - FOR ANY OFF SITE GRADING. EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, PICNIC TABLE N/A 6' LONG, TAN COLORED SMOOTH FINISH CONTACT: OUTDOOR CREATIONS: 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ROOTS AND OTHER WASTE MATERIAL EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES 9 CONCRETE, PRECAST (530) 337 -6774 ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR WHICH ARE LIABLE TO BECOME LOOSENED ARE TO BE REMOVED AND DISPOSED OF. THE DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE DISPOSAL OF CONCRETE PICNIC TABLE ANY SUCH MATERIAL. 6. THE CONTRACTOR SHALL BE RESPO NSiBLE THAT ANY MONUMENT OR BENCH MARK WHICH h BENCH N/A 5' LONG, CONTOUR BENCH HRH DENSITY POLYETTYLENE CONTACT COAST RECREATION: IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A WITH BACK. LANDSCAPE SLATS WITH POWDER COATED (949) 553 - 8065 REGISTERED CiViL ENGINEER OR LICENSED LAND SURVEYOR. STRUCTURE'S #111640C GALVANIZED STEEL TUBING WITH BACK, DIRECT BURY FRAMES 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, i TRASH RECEPTACLE N/A LANDSCAPE STRUCTURE'S POLYETHYLENE SLATS WiTH CONTACT: COAST RECREATION: STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. #100094A PERMANANT BROWN POWDER COATED (949) 553 -8065 8. GRADING AND EQUIPMENT OPERATIONG WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE RECEPTACLE WITH POLY- DOME. FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN HOURS OF 5:30 P.M. LINER AND #100095A DOME. WITH 2 -3/8" GALVANIZED AND 7:30 A.M. NOR ON SATURDAYS, AND CITY RECOGNIZED HOLIDAYS. DIRECT BURY LEG. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN J PLAY STRUCTURE d PLAY BOOSTER PLAY GREEN POLES WiTH CONTACT COAST RECREATiON HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, IPIv�tE 1 4 2 ONLY) STRUCTURE BY LANDSCAPE TAN SLIDES 7 TUNNELS (949) 553 -8065 SOILS ENGINEER, GRADING CONTRACTOR, AND PERMITTEE. THE PREGRADE MEETING STRUCTURES INC. SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN BY CALLING (760) 633 -270 It TRAIL N/A (NOT iN CONTRACT) N/A 10. PRIOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THiS PROJECT, THE CONTRACTOR SHALL SUBMIT TO AND RECIEVE APPROVAL FROM THE CiTY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CONTRACTOR SHALL I TRAIL EDGING N/A (NOT iN CONTRACT) N/A COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE PROVIDE BY THE CONTRACTOR STATING: "THE GRADING UNDER PERMIT# HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTATCHED AS- GRADED PLAN ". THiS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. B. NOTIFICATIONS 1. THE EXiSTANCE AND LOCATION OF UNDERGROUND , UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SiTE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS - OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: o. SEWERS - ENCINITAS SANITARY DISTRICT (760)'633-2780 b. GAS & ELECTRIC - SDG&E (800) 422 -4133 C. WATER - OMWD (70)753-6469 d. TELEPHONE - PACIFIC BELL (800) 422 -4133 t. CABLE TV - COX CABLE (760) 598 -6666 2. CONTRACTORSHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. PHONE (760) 633 - 2740. ADL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE PLANNNG p (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE A SSOCIATES � LiL SUBJECT TO REJECTION AND REMOVAL. L A N D P L A N N I N G LANDSC ARCHITECTURE C. GRADING � PNDSCAA c R S A oTR >i IT o a 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR �4� A o LA 9� UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION AND W N n p 6 0f 7ZT- 86 3 7 F A X: (I i 01 121 -d30f COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DATE: 611 DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION o f GRADING ENCINITAS FIRE DEPARTMENT OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR �� tore �� d06 �= 014 UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND d% note *y SCAM N . T. S. EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS Cq��1P AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. SIGNATURE DATE DRAWN B': T L1D .J.6. OLIVENHAIN MUNICIPAL WATER DISTRICT COMMUNITY SERVICES DEPARTMENT GRADING APPROVAL APPROVED BY: BOYLE ENGINEERING CORPORATION DISTRICTS CONSULTING ENGINEER R.C.E. DATE JOB N0. SIGNA t DATE DESIGNED DRAWN BY CHECKED BY SIGNATURE EXPIRES TWO YEARS FROM DATE II BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT T.L. T.P. D.�.c. A.D.L. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Cg*W E VWUN6- PLANS PREPARED UNDER SUPERVISION OF RECOMOLNDED APPROVED GRADING NOTES & FINISH SCHEDULE DESCRfF l SA MMTY ENMEER'S Arta+ OC 174 -109 �LK WAMW W S /OF C.L Wri AW & 24' E/OF C.L SAxM HORIZONTAL N.T.S. DATE Af V BY: . BY: � 0' I RECORDED FROW COMM OF SAM DIEGO TONY LAWSON R.L.A. NO. 2348 CRESTVIEW P ELEV AnON: 241.15 VERTICAL N A DATE: DATE: DAM MSL SIGNATURE DATE LANDSCAPE ARCHITECT EXP. 3/31/01 TM NO 96 -M ! SHEET :2 OF 11 ` ( t ........... •' 3 \ i GRADING LEGEND EXTEND DRAIN PIPE INTO BROW DI TCF ',, SYMBOL DESCRIPTION FS FINISH SURF CE ELEVATION �� 1 IFS INTERPOLATED EXISTING FINISH AIL TO QUAIL HOLLOW SURFACE ELEVATION • I i PER CIVIL DWGS- # 5690-G .. ......... ._ i f TIC TOP OF GRATE O --� � - ..� / ' � � I � � 1 f----- •- •- •'�`. { ``'_.._.;-- ...•.tom .. F / �� IE INVERT EL.EVATI1 f ................__ E'XISITNG CONTOUR (PER OPAL. ENGINEER'S DRAWINGS) PROPOSED CONTOUR Awl MO M ;J ' `.- . � '• / t � DIRECTION OF FLOW IN PAVED AREAS ..,,,.. --'� ,, >.._... � i -' - EXTEN.R'- •BRAIN TO' BROW 4' DIRECTION OF FLOW IN L.ANDSCAPEO AREAS o �iT�H / 8' L.G. TRAIL i DIAMETER, R10GED FOR PERATED PIPE, _.-•- �'• ,'" �/" `� - � '� ''� - � ` � '-. \ MIN WRAPPED MUMOF 17G TO SOLIDWALL P E A PE �, / /° r ' \ � 6 DIAMETER, SDR -35 SOL10N/ALL DRAIN ,r'' \� IE 214 5 LINE (SLOPE AtiN.IMUM OF 27. TO OUTLET) ® CXTCH b"m Nl tes t2' caer B TRAIL LUE , 1•60N A UE �'' ,/ �� i \ x * CURB OUTLET (DER CITY OF SAN DIEGO R CIVIL # 5w -G � ,.�''� ,�� �/ _ , i �� I \ �I : REGIONAL STANDARD DRAWING D -25 r CLEANOUT 227.0 MI 116. N. NI NJ IN , 1. DETERMtNt THE LOCATION OF ALL UNDERGROUND / 1 •: I ., .•„ i ; � UTILITIES PRIOR TO THE INITIATION OF ANY WORK. FS 2 ?8.9 / _ / / �• � � ... k �,.- _... -.. i-. ALL WORK SHALL BE PERFORMED IN A�IANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. 5R 230. 4 i FS / \ ti 1 HAND EXCAVATE, AS REQUIRED. , 2. FOR DETAILS. SEE SHEET: 5 TO 3. CONTRACTOR ADJUST DRAIN LINE LOCATIONS TO / T- AVOID CONFLICTS WITH PLAY STRUCTURE POSTS/ T ► f t R ! L T O A,/tf ! ! L SUPPORTS OR OTHER ELEMENTS. 1 C .� J L 'SAL K PER \ I / i ,.� n Fs 2.30 -27 ' -� � ..�C f 15 6i 9 0 � Fs 2 ,30.. , � \\` ,;;, � :: D 1 ? f ° • e C � ? z* I / 0 46 FS 249.0 t , �` fir° •` '.. �' CON ETA BOG E S UrIV �IN6 rr ' :-' ♦ e LA GP- 6 1 i �. _ F �; � i / �•� Av g ♦ a u+ 7 0 Dale / r 1 `rG• I� d' 1' I Iv f -1Co.O 7C �k 15.0 IFl7R�`� syy rY i � -• r j , ! t J FS ?19.0 -'' _ __.....M .... 1 - �~ 228 9 ,- PLANNING S MOM gr ' � , ,•1' - f f ��,. L A NDS CAP E ARCHITECTURE ? 27.41 �-- �._ 2M 7°I 5TA'T E �✓-T FLEET, � I T G -- - 1 7? 1 h 0) 72-41- FS -° `� A CA. s 2008 LIE 226.21 3.5 ..- _ .�. _ 2t4.5 f � � 1 t s7 c A x : h 6 04 -r 211- 8152 _ i 11�. 0 \\ IDATE: G /1 / 1 . , oA f T /E _. ENCINITAS FIRE DEPARTMENT d08 NO: 44014 N f _ �.. -- s 1 . / r / IFS 227. SIGNATURE DATE DRAWN *- ,-- T1JD.J.6. OLIVENHAIN MUNICIPAL WATER DISTRICT COMMUNITY SERVICES DEPARTMENT .._ ,Jr A- _ --- GRADING APPROVAL f S 1G �'' .APPROVED BY: BOYLE ENGINEERING CORPORATION R. O. Vv. � --- --- . 0' BACK OF ,tDE DISTRICTS CONSULTING ENGINEER WALK f i _.__ �. ____ --- -•-- ---- -- -- FACE OF ?13_ I ' GUTTER ' R.C.E. DATE JOB NO. SIGNATURE DATE i SIGNATURE EXPIRES TWO YEARS FROM DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN B Y CHECKED BY T.L./T.P. .J. A. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. . ►�Evly1= p�IHa��. PLANS PREPARED UNDER SUPERVISION OF RECD ND APPROVED GRADING & DRAINAGE PLANS FOR: oescal�na�: &D. courmr ms's MM a 174 LMATM 11' S/OF U VrAW A 24' E/M CL SUM HORIZONTAL 1 . =10" DATE � BY: BY: RE FRO* F of SM KW TONY LA�WSON R.C.E. NO. 2348 E TION 241.15 VERTICAL N/A SIGNATURE DATE 3/31/01 GATE: DATE: CRESTVIEW PARK LANDSCAPE ARCHITECT TM NO. 98 -01+ SHEET 3 OF 11 r ` > - , # } } FRAIL TO QUAIL HOLLOW PL-R CIVIL DWGS. # 5690 - G- �,. •-- •- --•-y� L � � CONSTRUCTION LEGEND: SYMB aESCRiPTiO CONTROL JOINTS ■wets w�, vf ` r' / '""` :`�•,. - - - -- EXPANStON JOINTS FINISH (MATERIAL (PER SHEET 2) DETAIL REFERENCE .r-'' , ,r f , � '' /'� /` .. ' ; °•..., IT d.G. TRAIL i ` \\ MEET t G TRAIL ONCJR _ TR BLUE ON A UE ✓ \� \ CI VIL D,uVGS. # 5v _G ; ,� `t \ ♦� PICNIC TABLE 62' -6' 1,r V�Yt+t� i AQ ♦i •ai TRASH REC. ......._ .....__...... „-r --' ,`� / / ')' � •_ � � � t �` � is C:4 I NJ / TRASH RECEWA LES f i ft 5'_0' MIN. SEOARATION ♦ t (TYP.) ` / 14' -0 PLAY SURFACE b ` _ • ; I y -o' Mnv. sEPAtnoN iTyp TABLE (y `mot t i t g'f 11 ” cn ` 90' K AD WA LK t s ONC RETE P CONC d 1 a f - PLAY,1STRUCTURE AREA c 2#-6 anla. (rte CA / ' •` ' r , Y ` I 1 PAY $ADD CONtR `.� o w ,cuR `� N .� ,y FENZ� OE LOCATED �v PAD�P�A e 17 f ' j i = t i I '_p" FROM TOP OF SLOPE (TYP.) o RETE PAD op I I O , 0 , v GATE 1 ' I - _ ow l CK OF SIDEWALK) , , - 30'- 0 . e Ty LINE - -- , _..._ _ _- - • .....�- PROPER #,r ,, ,,,.:,,...- y—•.- . "'' Date / // / V .. .......... .... _ ^µ.. ......... .. .......... ..r.. -- • - — _ .ter ^•—._ •--" „'— t u A , � ... _ - , 6 ► P.O. W. START POINT _._ --- --- --- ` 185' -0" '� � './ f .. .- BACK OF SIDEWALK ,(/ ',� fly 3v K / ____ __- — — — — ADL ENCINITAS FIRE DEPARTMENT FACE OF - .- ____-- 1- - ,t-'• PLANNING _ GU T ?'ER • m � ,i ASSOCIATES m MO \ � CONSTRUCTION NOTES L A N D P L A N N I N G SIGNATURE aAT LANDSCAPE ARCHITECTURE ` 79 sT�t>✓ ST / 3uCTE C I 1. FOR MATERIAL AND FINISH SCHEDULE, SEE SHEET: 2 29 Z DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE C � R � s e � D. c A. 9 z o o a OLIVENHAIN MUNICIPAL WATER DISTRICT COMMUNITY SERVICES DEPARTMENT INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMED IN A MANNER h 6 0)741-86 3 7 i A X: (7 6 0) 7Z7 - GRADING APPROVAL WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE DATE. 6� 1 /gg APPROVED BY: BOYLE ENGINEERING CORPORATION AS REQUIRED DISTRICTS ENGINEER 3. PRECISE LOCATION AND ORIENTATION OF ALL SITE FURNITURE (PICNIC TABLES, ,pB NO: gg BENCHES, TRASH RECEPTACLE do BARBEQUE) TO BE VERIFIED BY THE CITY OF ENCINITAS PARK SUPERINTENDENT, PRIOR TO INSTALLATION. SCALE: I's 10' 4. FOR CONSTRUCTION DETAILS, SEE SHEET: 5 D RAWN BY: T .L./D.J.6. R.C.E. DATE JOB NO. SIGNATURE DATE SIGNATURE EXPIRES TWO YEARS -ROM DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED er APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. '— T.L. T.P. D.J.G. A.D.L. PLANS PREPARED UNDER SUPERVISION OF RECOM DE APPROVED CONSTRUCTION PLANS FOR: C3 DESCRIF'110N S.D. COUNTY IMINEEn MON OC 174 -1909 cj LocA1roN ti' S /oF c.l earrrAMr a 24' E/OF C 1 SAXOMf HORIZONTAL 1 s 1 O DATE BY: BY: I ' " 2348 CRESTVIEW PARK RECwm FRW CMIM OF So XW DATE: DATE: EtFV N AnoIt 241.15 VERTICAL N A SIGNATURE DATE LAwSON R.C.E. N0. 3/31/01 DATIM �q LANDSCAPE ARCHITECT EXP• TM NO. 96— Off SHEET 4 OF �� • 1 1% u_ I LII _ - ILI 0 VARIES PER PLAN $ �.� F o , ---- f / \ j' i I� PHASE -3 - _ 11 _ ,; _ 1, 112' RADIUS 1 ' —1(I= I 4 __.. s r 4 e • 4� 0'FINM GRADE AT LAWN (PARK SIDE OF TRAIL) 19G r- - . "SE -1 ---- -- / , @ COMPACTED EARTH PER SPECS. 1 3' DEPTH DECOMPOSED GRANITE. SUBMIT SAWLE FOR N 5 i / APPROVAL. COMPACT AND RAKE SMOOTH & LEVEL. pop(° 00000000 p 0 Q 0 o O O 2X4X18 PRESSURE TREATED WOOD STAKES- POINTED. L COMPACTED SUBGRADE (SEE GEOTECN7�1iCAL REPOT FOR O p 0 O 0 O O O - -{� No V AT ALL SPLICES CORNERS AND AT 5 INTERVALS MAX. RECOMMENDATION). O 0 O p o �Qx O2 SAND AT PLAY AREA, SEE SPECIFICATIONS. \� w : `t ` Q 2X4 PRESSURE TREATED WOOD (EXCEPT FOR TURNS & --,� CURVES). (2) EACH 1'X4' REDWOOD LAMINATE IN CURVES Q REINFORCEMENT- SiZE AND PLACEMENT BY CONTRACTOR (SEE OVER 4' RADIUS, (6) EACH 1/4' X 4' PRESSURE TREATED GEOTECHNICAL REPORT FOR RECOMMENDATION). (DI EXPANSION J TENT _ USE •KOLD SEAL ZIPPER �� a ,�, b WOOD LAMINATE IN CURVES 4' RADIUS & UNDER, O4 CONCRETE PAVING STRIP' OR EQUAL. - © (2) GALVANIZED NAILS. LENGTH AS REQUIRED. O5 4" DIAMETER PERFORATED PIPE. ALL PERFORATED PiPE SHALL GRATE PER SPECIFICATIONS �'TiONAL NOTES: Q 12' LONG SMOOTH DOWEL ! 24' O.C. 04ASE -2 0 FINISH GRADE IN GROUNDCOVER AREAS. BE WRAPPED WITH DRAINGUARD. SLOPE AT 1% MIN. GRAVEL *CATCH BASIN SHALL BE MODEL 1212 WITH 3 0 SEE NOW CURB' DETAIL 'I' CONCRETE -SEE PLAN AND SCHEDULE FOR �� i/ BACKFILL PER SPECIFICATIONS FINISH GRADE CONCRETE EXTENSIONS AS REQUIRED, WiTH COLOR AND FINISH (DEPTH AND REINFORCEMENT N ��/ �6 COMPACTED SUB -BASE IF REQUIRED (SEE GEOTECHNICAL ® CATCH BASIN PER SPECIFICATIONS 01212 CAST IRON PARKWAY GRATE AS © PER GEOTECHNICAL REPORT) NOTESo REPORT FOR RECOMMENDATION). AVAILABLE THROUGH BROOKS PRODUCTS, U4 COMPACTED SUBGRADE (SEE GEOTECHNICAL REPORT) • ALL WOOD SHALL BE CONSTRUCTION GRADE REDWOOD. 1/2 RADIUS ® EXTENSIONS O NECESSARY INC. (OR CiTY APPROVED EQUAL). &F'OMPACTED StfB -BASE, IF REQUIRED (SEE GEOTECHNICAL �� NHEIADEHR STOCK SHALL BE LENGTHS OF OF 10' gMIINZIEMUM. 8 FILTER FABRIC, OVERLAP ENDS OF FABRIC V -O MIN. AND ®6" S'OR -35 SOLID WALL DRAIN PIPE �-�`� USE S R PLATES T A K X S 4 X24 )( AT ALL BUTT J (T+j O " " R EPORT FOR RECOMMENDATIONS) �.�. STAPLE TO SECURE IN PACE (STAPLES AT 8 O.C.) ©6 DEEP CRUSHED ROCK BASE CENTERED ON THE JOINT & NAILED TO EACH HEADER WITH (4) 10D GALVANIZED NAILS. E�CP�NSiON JOINT N.T PLAT STRUCTURE FLAN 1 "s10' DEGOMFOSED GRANITE f= TH N.T.S D ED CONCRETE EDGE N.T.S. CATCH BASIN N.T.S. EXP -JT -2 - DG- PTH @ 5-CONC-DEDGE c -sAsJN 3' f 2 3 4 3 4" O, ADDITIONAL NOTES: 4" TYP• 3 1 e ADDITIONAL NOTES: • WELD PANELS TO POSTS. 1/4' RAMS WELD FENCE PANELS TO POSTS. kt w • PROVIDE 2" X 2" PLASTIC CAPS ON POST. CAPS SHALL BE SHOP PROVIDE 2" X 2" PLASTIC CAPS ON POST. CAPS SHALL NE SHOP N 6 4 PAINTED AND INSTALLED WITH SILICON CAULKING. REMOVE EXCESS 2 PAINTED AND INSTALLED WITH SILICON CAULKING. REMOVE EXCESS c ° PLAN ViEW SILICON. w SILICON. 1 • ALL PAINTING SMALL BE SHOP APPLIED. HELD PAINTING V#OLL BE n e a 1 4" rn ALL PAINTING SHALL BE SHOP APPLIED. FIELD PAINTING WIOLL BE 7 a PERMITTED ONLY ON TEK, TEK MOUNTING SCREWS AND TO F[ELD a a „ PERMITTED ONLY ON TEK, TEK MOUNTING SCREWS AND TO FIELD # SCRATCHES. SCRATCHES. ... , +' : s 9 • NO FIELD WELDING IS PERMITTED. 4 3 • NO FIELD WELDING IS PERMITTED. i 1 1` ALLWELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. - AL WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. • PAINT SHALL BE (1) COAT 2 - PART RUST - PROOF ZINC PAINT SHALL BE (1) COAT 2 -PART RUST -PROOF ZINC -EPDXY PRIMER, 3 -MIL. THICKNESS, (1) COAT' POLYURETHANE FINISH COAT. IIIIII� - I Iill�l ill�l __ , _ • - 4 PRIMER, 3 -MIL. THICKNESS, (1) COAT POLYURETHANE FINISH COAT. 0 1 - 5/8 DIAMETER STEEL TUBING GALVANIZED POST, (SEE FINISH SCHEDULE FOR COLOR). I I I + I �- -� I I I — (SEE FINISH SCHEDULE FOR COLOR). 16 GUAGE, SHCEDULE 20 -) I I -I ��- ALL TUBULAR STEEL SHALL BE DOMESTIC MADE COLD ROLLED © 3/4" O.D. STEEL TUBING PICKETS, 16 GUAGE MIN. O 4` C-C. ALL TUBULAR STEEL SHALL BE DOMESTIC MADE COLD ROLLED - STEEL COVERED WITH UNIFORM EXTERIOR HOT DIPPED GALVANIZED STEEL COVERED WITH UNIFORM EXTERIOR HOT DIPPED GALVANIZED Q3 1 -5/8` DIAMETER STEEL TUBING, 16 GUAGE MiN. ZINC, APPLIED AFTER FABRICATION & PRIOR TO INSTALLATION, A Q1 1 -7/8" DIA., SCHEDULE 40 TUBING, GALVANIZED ZINC, APPLIED AFTER FABRICATION do PRIOR TO INSTALLATION, A (TOP, MIDDLE do BOTTOM RAILS) ZINC CHROMATE CONVERSION COATING AND A BAKEED� ON POSIT, 16 GUAGE MIN. O 4-8" O.C. ZINC CHROMATE CONVERSION COATING AND A BAKED ON 4 'KWIKSET' COMMERCIAL SERIES NON - LOCKING LEVER CLEAR POLYETSER PLASTIC COATING. AFTER PANEL FABRICATION @ CONCRETE -SEE PLAN AND SCHEDULE FOR Q 3/4" O.D. STEEL TUBING PICKETS, 16 GUAGE MiN. • 4` O.C. CLEAR POLYETSER PLASTIC COATING. AFTER PANEL FABRICATION PART NO- KW95OX26D ALL WELDS SHALL BE NO. 321 PROLINE COLD GALVANIZING OR COLOR AND FINISH (DEPTH AND REINFORCEMENT " ALL WELDS SHALL BE NO. 321 PROLINE COLD GALVANIZING OR • 5Q TWO 10" HIGH KICK PLATES, 16 GUAGE MIN. APPROVED EQUAL. _ PER GEOTECHNICAL REPORT) • 3Q 1 -5/8 16 GUAGE MIN. DIAMETER STEEL TUBING TOP AND BOTTOM RAIL, APPROVED EQUAL. ATTACH ONE TO EACH SIDE OF -GATE. • ALL SLOPE CONDITIONS TO BE MEASURED. NV STEPS ARE PERMITTED. Q COMPACTED SUBGRADE TO 90% (SEE GEOTECHNICAL REPORT) • ALL SLOPE CONDITIONS TO BE MEASURED. NO STEPS ARE PERMITTED. ^ » ALL PANELS AT SLOPE CONDITIONS SHALL BE FABRICATED WITH BIAS, FINISH GRADE (SEE CIVIL ENGINEER PLANS) ALL PANELS AT SLOPE CONDITIONS SHALL BE FABRICATED WITH BIAS, V 4 DOUBLE ACTION SPRING HINGE (BOMMER 3029 -4) 03 COMPACTED SUB -BASE, IF REQUIRED (SEE GEOTECHNICAL 12" DIAMETER CONCRETE FOOTING ALL POST PLUMB AND RAIL PARALLEL TOS_ BADE. REPORT FOR RECOMMENDATI ❑NS) ALL POST PLUMB AND RAIL PARALLEL TO GRADE. Q FlNISFfi GRADE . INSTALL "REVOLUTION" STEEL FENCING AS PROVIDED, MANUFACTURED 04 COMPACT SUBGRADE MINIMUM 907 OR AS ADDITIONALLY ' FINISH GRADE • INSTALL "REVOLUTION" STEEL FENCING AS PROVIDED MANUFACTURED 8 CONCRETE PAVING (PER CONSTRUCTION PLAN). AND ASSEMBLED BY : B&L - THE FENCE STORE (PHONE: @ 1' FOR TURF & 2' FOR SHRUB REQUIRED PER THE GEOTECHNICAL REPORT. AND ASSEMBLED BY : B&L - THE FENCE STORE (PHONE: 9 12" DIAMETER CONCRETE FOOTING (619) 697 -7446 do FAX: (619) 466- 2865). (619) 697 -7446 do FAX: (619) 466- 2865). 1 COMPACT SUBGRADE MINIMUM 90% OR AS ADDITIONALLY • ALL PROPOSED SUBSTITUTIONS AND/OR RE`.IISiONS SHALL BE • ALL PROPOSED SUBSTITUTIONS AND /OR REVISIONS SHALL BE REQUIRED PER THE GEOTECHNICAL REPORT. SUBMITTED WITH SHOP DRAWINGS AND APPROVED BY THE ARCHITECT SUBMITTED WITH SHOP DRAWINGS AND APPROVED BY THE ARCHITECT PN 4A 11 4" WIDE X i/4" THICK STEEL PLATE, ATTACH TO FENCE POST AND CITY OF ENCINITAS. AND CITY OF ENCINITAS. 'Z LAv i ARK &ATE N.T.S. G DONOR= NALK N .T.S. � FARK TRAM' FENCE N.T.S. W � GATE -10 CONC -WALK FENCE8 ~ `' � un 4 2 1 4 d'* not. *l► 1 4 1 2 6 1 X Mi`N s a ADL ;j. e I , • .. PLANNING I . a PLANK - ' ASSOCIATES . N f. TE L A N D P L A N N I N G LA N D S C APE ARCHITECTURE - {{I III Ii III i 2979 STATE STREET. SUITE C Iilii� j I (— 1 1 _I I I C A R LS — B A CA. 920 - (I 5 *SEE DEEPENED CONCRETE AFTER PRELIMIARY TROWELING, THE CONCRETE p a o) r1s- e a 3 F >< : (7 a o} tea - e324 4 6" EDGE DETAIL SHALL BE TOOLED WITH A 1 /4' RADIUS do STRAIGH DA TE: 6/11AIR ENCINITAS FIRE DEPARTMENT EDGE TO A DEPTH OF 2". CRACK CONTROL JOINTS toe No : 98014 0 SAND (SEE FINISH SCHEDULE FOR SPECIFICATIONS) SHALL OCCUR A MAXIMUM OF 9" O.C. CONCRETE MOW CURB (2000 PSI NATURAL GREY CONCRETE (SEE PLAN FOR LAYOUT). SCALE: N.T.S. WITH SMOOTH TROWEL FINISH). (2 CONCRETE DEEPENED EDGE, SEE DEEPENED CONCRETE EDGE 4` PiPE CLEANOUT PLUG COMPACTED SUBGRADE 2Q #3 REBAR PLACE IN BOTTOM 1,/3 OF CURB, OVERLAP BARS DETAIL. CONCRETE -SEE PLAN AND SCHEDULE FOR SIGNATURE DATE °R"'"�" BY: T'L'�"�' -" FINISH GRADE ® 4 X 4 PiPE SXT (TYP.) 8m O SPLICES do TiES. 0 COMPACTED SUBGRADE ( GEOTECHNICAL REPORT FOR COLOR AND FINISH (DEPTH AND REINFORCEMENT 1/8" BEND HUB X HUB 45• JCS VALVE BOX (BOX TOP HEIGHT ABOVE 01/2" RADII (TYPICAL) RECOMMENDATION. PER GEOTECHNICAL REPORT). - 4 PLAY AREA ADA ACCESSIBLE SURFACING ASS TO OLIVENHAIN MUNICIPAL WATER DISTRICT COMMUNITY SERV ICES DEPARTMENT o FINISH GRADE VARIES, SEE IRRIGATION 4 FINISH (MADE: 1" IN TURF AREA 8: 2` IN SHRUB AREA. 3 COMPACTED SUBGRADE TO 90% MiN. (PER ® DRAIN PIPE (TYP.) (SEE SPECIFICATIONS FOR HEIGHT). O COMPLY WITH CURRENT SAFETY STANDARDS. (SEE FINISH GEOTECHNICAL REPORT) GRADING APPROVAL SPECIFICATIONS do LEGEND SCHEDULE FOR SPECIFICATIONS). .9 FOR PIPE SIZE AND TYPE) ®PEA GRAVEL (2 » DEPTH) 0 COMPACTED SUBGRADE APPROVED BY: BOYLE ENGINEERING CORPORATION CONCRETE FOOTING (SEE GEOTECHNICAL REPORT FOR 4O COMPACTED SUB -BASE, IF REQUIRED (SEE O BRICK SUPPORT *CONTROL JOINTS AT 15' O.C., EXP. JOINTS AT 80' O.C. RECOMMENDATION). GEOTECHNICAL REPORT FOR RECOMMENDATIONS) DISTRICTS CONSULTING ENGINEER f'il='E GLEANOUT STATION N.T.S. MOl/�l .[ 15 N.T.S. PROTECTIVE FLAY SURFACE N.T.S. CONTROL JOI T N.T.S. E PIPE - aw R MOWCURB PLAY - SURFACE CONT -JOINT R.C.E. DATE JOB N0. SIGNATURE DATE SIGNATURE EXPIRES TWO YEARS FROM DATE IL DESIGNED BY DRAWN BY CHECKED BY g REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT .L. .P. I D .J.G. A.D.L. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. o ot rtou: s.o. oou«r s Il�tl CC t7♦ -ties PLANS PREPARED UNDER SUPERVISION OF RECD APPROVED CONSTRUCTION DETAILS FOR: � D � - P�� m1� i � u 2-v vw-• A HORIZONTAL N.T.S. DATE- -- BY: �: P ARK WCOME ��OF SO O C D -I " Et noN 2 +1.15 N A TONY LAWSON R.L.A. N0. 2348 PATE: 46 DATE: analtC -L— SIGNATURE DATE LANDSCAPE ARCHITECT EXP. 3131/01 98_ SHEET 5 OF II F f - i 3 \ ` ` u ? ♦ ` • ; • ' ` iii � ,� i \ � I to I \ QI S L \ i E4 L \ \ \ 1 ! r - x jC: 1 , /� .•••.�.• -• -... ,� \\ ♦ � • , `ma y ,/ [._.... .._._...•......_._._........... � r A ' I O.C. POTABLE W �� ATER, ; I . >.` �. • M ,.= CONNECT 2 TYPE K COPPER PIPE TO EXISTING 2 WATER METER AT THIS LOCATION APPROXIMATELY 370' NORTH OF THE INTERSECTION OF BLUE HERON do SWALLOWTAIL EXTEND COPPER PIPE • A TO A 2 BACKFLOW PREVENTER ASSEMBLY (WYE STRAINER, ' ' ( ;,.� i �� `�, M \ ' "� / _ _ ;�:.�' BACKFLOW DEVICE, BALL VALVES do PRESSURE REGULATOR, ' "� =' _ T I WITHIN PER DETAIL. INSTALL DOWNSTREAM 2 I ` WITHI — r i • \ CL 315 PVC PIPE AND EXTEND TO A 2" RAINBIRD EFB CP I . ..... -- 1,. _ W �.`! `. . ,-sue ,-"� " \ f '"' Z 9.99.... MASTER CONTROL VALVE, & A 1 -1/2" FM -1.5 CALSENSE FLOW METER. CONTRACTOR TO FIELD VERIFY STATIC WATER ' PRESSURE OF 98.3 PSI O AN APPROXIMATE r• I �' `� + UJI ELEVATION OF 277 FT. I \` \' \ ~✓ i • I � \ \ ..•.., /"' • \. � `ter \ `/ ./"' i L Ac o i i \ ` y PAR e - i t' ` RV SE M POINT: r „ CONTRACTOR SHALL INSTALL 2" PVC SCH. 40 CONDUIT WITH3 NYLON PULL ROPE FROM CONTROLLER TO ; ! / ! ! `'' --- 7 _,� THIS TELEPHONE SERVICE POINT PER TELCO REQUIREMENTS. COORDINATE PHONE SERVICE CONNECTtOFI TO CONTROLLER. CONTRACTOR SHALL COORDINATE WITH I ' o"' --- PACIFIC BELL (760) 722 -7105 TO HAVE PHONE DROP LOCA MAtNLfNE PPROXtMATELY --___ '� -- �: �E `� `—" Z� __ TALLIED. CITY IMLL COORDINATE SERVICE ORDER (800) 4'— FROM BAC OF SIDEWALK '°` -_ 31 55. CONDUIT SHALL BE 18" BELOW FINISH GRADE. t1 G ELECIC METER: '— o —..—. i NDSC I ; ! (CONTRACTOR:' TO COORDINATE AA WITH OWNER /TO EXTEND 12 ATI ♦p. POWER TO ONTROLLE R LOC Q Cc PULL t PU �k BOX FOR FLOW METES WIRE, TYPICAL n MAXIMUM 150' RUN BET 'EEN PULL BOXES) d' 1 ' / Lu * Date i CL. q� jF ZP ` —,e/FLOW METER CONTR ER WIRING: ! Q ( PLACE IN 1" PVC /ELECTRICAL i TRAIL T PARK dt QUAIL H LLOWN CONDUIT WITHIN INT TRENCH PER CI 'IL DWGS. 5690— ADL �i WITH MAINLINE f �.R.I� .:r�'�.P�� j `IC��1�� �..R�'� PLANNING mom i IRRtGA , ON CONTROLLER ASSOCIATES m Win LOCATE INLtNE APPROXIMATELY 16 STJTION —PER LEGEND & DETAIL 1 t L A N D P LA N NI N G ` \\ X ;; ,' , 4' -0� OM BACK OF SIDEWALK t LANDSC ARCHITECTURE \ � .•j 1 ,,.-'' ��� t 2979 STATE STREET SUITE "C" CARLS•A0. C A. 92 00• _ _.__ - -- " (16 -1 637 FA :(7 6 4 729 - 1 1 ` a_ + \ _ _ - �. ..._..._...._.... _ 14 X _...._..._... _ ._... _.._...._ . s ...._... - .,.. -• �� , - -. _......_.... ._. -_... ... \ \ a ,♦ ww� a .. •,y ., .._.. INN `a - /` \ ..�• .............. . i i .-N ; I I; ". I fy jtri i 0 1. _ COMMUNITY SERVICES SERVICES DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT Z GRADING APPROVAL . APPROVED 8Y: 80YLE ENGINEERING CORPORATION ENCINITAS FIRE DEPARTMENT 0' t6' 2d' 1d' DISTRICTS CONSULTING ENGINEER • SIGNATURE DATE SIGNATURE DATA R.C.E. DATE JOB N0. SIGNATURE EXPIRES TWO YEARS FRO DATE D BY G ESINE DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT D ESIGNED T D•�•G• A D � APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. t VO ID RMf_T G o• Mon Qta oesc PREPARED UNDER SUPERVISION OF RECO D APPROVED ttlP S.D. s.o. lron: cMOM r�lr's a 174-191% �t T L t6' s /oF c.L e�rrrMnr a +' E/oF C.L. SOW HORIZONTAL 1 " =10' DATE BY: BY: �5 V r 1 24t.ts VERTICAL N A REC � OF SAN KIM TONY NO. 2348 CRESTVIEW P ELElrAnon: TOME LAWSON DATE: DATE: oAMW SIGNATURE DATE LANDSCAPE ARCHITECT EXP. 3/31/01 TM NO. 98 —M* SHEET b OF II Ilk P.O.C. (POTABLE WA - TER) - ,' - f \ \ ~`.. � `� CONNECT 2" TYPE `W COPPER PIPE pe Q) TO EXISTING 2 WATER METER AT THIS LOCATION O APPROXIMATELY 370' NORTH OF THE INTERSECTION F BLUE HERON & SWALLOWTAIL) EXTEND COPPER PIPE TO A 2" BACKFLOW PREVENTER ASSEMBLY (WYE STRAINER, Z . ........... . ....... I N % BACKIFLOW DEVICE, BALL VALVES & PRESSURE REGULATOR, WITHIN ENCLOSURE) PER DETAIL. INSTALL DOWNSTREAM 2 � - � � ` \ \ � `,,��" � ��; ~ - `''` . `` `� CL -315 PVC PIPE AND EXTEND TO A 2" RAIRBIRD EFB-CP L x MASTER CONTROL VALVE, & A 1-1/2 FM-11.5 CALSENSE FLOW METER. CONTRACTOR TO FIELD VERIFY STATIC WATER PRESSURE OF 98.3 PSI 0 AN APPROXIMATE ELEVATION OF 277 FT. \ \ LOCATE MAINLINE APPROXIMATELY 4`-0w FROM BACK OF SIDEWALK ..................... ......... x Ir Q FLOW ME71ERgIONTROLLEIR WRING: ; 1 �', .. -''"• ,�- ,;,._� ,',- ;' ,�� -` C ONDUIT PLACE IN 1" PVC ELECTRICAL x WITHIN JOINT TRENCH WITH MAINLINE) ........... IX N N, PULL BOX -N, ps PULL B Ae OX FOR FLOW METER WIRE. TYPICAL 71x (MAXIMUM 150 RUN BETWEEN PULL BOXES) el W z ... .......... ............. . w PARK BOUNDARY —411 LLI . ........................ 4-- ......... TRAIL PER OW DWGS. 516 0-- . . . . ........ ............. 6 11, ... . ...... ... .... . ........................ . TELEPHME SERV(M POW: .......... .................. CONTRACTOR SHALL INSTALL 2" PVC SCH. 40 CONDUIT ................ WITH 3/16 NYLON PULL ROPE FROM CONTROLLER TO ♦ EXMTM ELECTMC METER: NEAREST TELEPHONE SERVICE POINT PER TELCO (CONTRACTOR TO COORDINATE 4\ REQUIREMENTS COORDINATE PHONE SERVICE CONNECTION TO CONTROLLER. CONTRACTOR SHALL COORDINATE WITH TH OWNER TO EXTEND 120V -- Job- C'1 mono PACIFIC BELL (760) 722-7105 TO HAVE PHONE DROP POWER TO CONTROLLER LOCATION) INSTALLED. CITY WILL COORDINATE SERVICE ORDER (800 "n doomm 310-2355. CONDUIT SHALL BE 18" BELOW FINISH GRAD awn* 'mum -- P IRR CO N TROLLER: Gomm MMO -- anne 'NEWS 176 ST ATION -PER LEGEND & DETAIL) z do0o 2" (D t (D I. A W,1 - nk (D (D �#O.N' A RK4 Pi. K FXPAN. X laJ 01F ADL tf PLANNING ASSOCIATES L A N D P L A N N IN G 17 �_. ,;ti � _ _ ... . ... LANDSCAPE ARCHITECTURE . .. ...... 2979 " STATE STREET SUITE C A R L S A. C 9 A 0. C 9 2 0 0• 4111-flllf" A (76817 29-1637 F11►1:066II729 -8324 N\ . ------- , , I t: I - 1-- 7 .......... DATE: .......... mow W m omm JOB NO. "014 ... ....... ... .......... ...... ------ .. .. ... . .. ... x ... .... ..... SCALE' 20' 7 8 p, A DRAWN ffy: V L L 0 COMMUNITY SERVICES DEPARTMENT CILIVENHAIN MUNICIPAL WATER DISTRICT LOCATE MAINLINE APPROXIMATELY GRADING APPROVAL PF LOC44 01!� anNTF-Y 4'-0m FROM BACK OF SIDEWALK APPROVED BY: BOYLE ENGINEERING CORPORATION WAL-44 &A7r- T° W OrTrf"ItM0 w 1w 2W 4(r DISTRICTS FIRE DEPARTMENT DISTRICTS CONSULTING ENGINEER O)Y rAw4c-5 SRI T. Co�-��cf- Td vN rilll.To co loN SIGNA DATE SIGNATURE DATE R. C.E. DATE JOB NO. DESIGNED BY DRAWN BY CHECKED BY SIGNATURE EXPIRES TWO YEARS FROM DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT .G. T. D.J.G. A.D.L. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. & APO 0 >jjF-r- - T PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED LANDCSCAPE IRRIGATION DOCUMENTS FOR: oESCr:+allotr S.D. Comm- 00an " OC 174-IIN to It S/OF ffffAw s 24! E/OF QL Sum H DATE BY: BY: CRESTVIEW PARK &050-L Mft MLWrf OF SAN MW TONY LAWSON R.C.E. N o . 2348 avAmw 241.15 VERTICAL N SIGNATURE DATE EXP. 3/31/01 DATE: DATE: CAMW 11115L LANDSCAPE ARCHITECT t TM NO. 98-94 SHEET 6AOF ii All Ile `� wo /nip do 4 ft A I/WYYY _.._..... ... .. \ �I% t 'III `�♦ •: �` \, _ r • / t I + \ If j, doop • do �, ,....... / II i \ / ♦� i 1 / I . I � do -�• � \ top A dW do C) K; % % :ri�T ` - LLJ 4 i t /✓ ,\ O N1 7 111 y 6 ..j 1 1 F-- , _J W : LLI 2 1 t!� 1 , '•,,j 4 ......... . ..�. ..�._.._. --- � 17 tore �1 ante *ti d . so wo ADL (2 PLANNING t7 J - - -- T s o in 0 A, ASSOCIATES — — r — r ♦�� W _ _-- 4i - ........... .- LANDSC A R C HITECTURE L A N D P L A N N I N G + .i'i �.ti -- _ ----- i....... -•--' -. -,- 2979 STATE STREET, SUITE C ♦♦ f - .....r ! y .... (760)729 -8637 FA x:(76 -6324 (r S t0' 20' DATE: No: 4 4 0 14 SCALE: V ■ 10' MAwN W: T.L1D.J.6. COMMUNITY SERVICES DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT GRADING APPROVAL APPROVED BY: BOYLE ENGINEERING CORPORATION ENCINITAS FIRE DEPARTMENT DISTRICTS CONSULTING ENGINEER c SIGNATURE DATE SIGNATURE DATE R.C.E. DATE JOB NO. SIGNATURE EXPIRES TWO YEARS FROM DATE REVISIONS APPROVED DA REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY D R AW N BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. T. L. T.P. D.J.G. A.D.L. VotD 0 2HEET PLANS PREPARED UNDER SUPERVISION OF RECD E N APPROVED E' KSCMP11CN: SA CUM ENGR�IIM MM OC 174 -1969 Unar 16' s /oF c.E eRrrr�wr z4• E/oF c l wcoMr HORIZONTA 1 " =10' DATE G 8Y: �o BY: 6050-1 RECOM FRM Of so 0 R.C.E. N 0. 2348 CRESTVIEW SARK MAnaw 241.15 VERTICAL N/A SIGNATURE TONY 3/31/01 DATE: DATE: o DAM. S ATRE DATE LANDSCAPE ARCHITECT EXP. TM N o. 98 —V4 SHEET -y OF 11 > I I. If r I— GOMM* dMM Q%, e wob f? .1 IfA 4 4 . �/ ' \ 100-1. 4 2" 110-1 #0 0 Z 0 0 woo soop d000 moo moo 7 CL C cu 2 "N' w 2. </ . 101 el Z UJ 12 1/2 LO F— < w ,\ Lj t � � 1 138.9 � J. .. ..... ... . ... Is . ...... . ... ... 0 WS In In mill .......... ......... ... ......... 3/31/1 ........ -Dt. - ------ . ... . ... $doom coos *Sala • ....... . ...... .......... ADL tutmw MO NO meow a.. doodom / 4mond 10 PLANMNG MOT Go=. Gomm doom dOOM 'mos 4�wmmw 601 .0� doom moo ASSOCIATES ................ ...... doom. dooms 4 H9 1I I0 L A N D P L A N N I N G m oss am" A ..M. do.-- o ssom agoo 7- 1 � L tf LISCAPE ARCHITECTURE jf ...... ..... . . ........ ...... ..... T4 0 - / i r --� �i --�- 2979 STATE STREET. SUITE C CARLSBAD. CA. - 9 2001B (160)7P -8637 FAX: (760)729 M LOCATE MAINLINE APPROXIMATELY DATE: 612SMq 4'-0 FROM BACK OF SIDEWALK Jw NO: 44014 SCALE: 1" 0 10' DRAWN ffY- AVi•I COMMUNITY SERVICES DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT • GRADING APPROVAL APPROVED BY: BOYLE ENGINEERING CORPORATION ENCINITAS FIRE DEPARTMENT DISTRICTS CONSULTING ENGINEER SIGNA DATE SIGNATURE DATE R.C.E. DATE JOB NO. a IL SIGNATURE EXPIRES TWO YEARS FROM DATE 9 DESIGNED BY DRAWN BY I CHECKED BY CITY OF EN ENGINEERING DEPARTMENT 0 BENCH MARK SCALE D.G./T.P. D.J.G. A.D.L. :3 REVISIONS APPROVED DATE REFERENCES DATE COMMUNITY DEVELOPMENT APPROVALS DRAWING NO. I ADID-FtefLACEMEIII CMr_v 1I ;cae�f /* -C- 91 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED LANDSCAPE IRRIGATION DOCUWENTS FOR: DESCMIMM. SA COUNTY UCWM MOW OC 174-19% l 1, '04 14 L LIXAMN If` S/OF C.L WMAW 24! E/w C-L SOW HORIZONTAL l'-10' —° DATE BY: BY: 6050- RECOROEO I" MXrf OF SAM OM CRESTVIEW PARK 10 ,7 TONY LAWSON R.C.E. N o 2348 cn cj REVAMW 241.15 VERTICAL N/A SIGNATURE DATE 3/31/01 DATE: DATE: 6---- 1 DAI Exp. M5L LANDSCAPE ARCHITECT TM NO. 98-94 ISHEETIA iRRiGATION NO S. • PRESSURE C FOR: IRRIGATION LEGEND: TE 1. THi IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED OUTSIDE OF PUBLIC VALVE "6" (TOTAL GPMS ON VALVE 42.9) SYMBOL: MANUFACT: MODEL NUMBER: DESCRIPTION: ARC P.S.I. RAD. G.P.M. R.O.W. AND IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND, DETAILS HEAD TYPE: HUNTER 1 -20 ULTRA (OPERATING PSi: 50) 'V�p AND SPECIFCATIONS FOR EQUIPMENT AND INSTALLATION t WATER METER ELEVATION: 277 2_ ALL MAINE AND LATERAL LINES AND WRING SHALL BE SLEEVED AS SPECIFIED iN THE IRRIGATION SPECIFICATIONS TWCE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER VEHICLE PAVING (W/36" RL WRING COVER . PRESSURE HGL MIN 504' eel RAiNBiRD RB - I tBOts - SAM -PRS �C` POP UP SPRAY HE VARIES 30 5 - 15' VARIES SUPPLY LINE, NON- PRESSURE LATERAL LINE AND WIRING UNDER PEDESTRIAN PAVING SHALL BE SLEEVED PER DETAIL- HGL MAX: 582' a 3. THE IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS AND PROVIDE PRESSURE COMPENSATING SCREENS, NOZZLE ®(15 ® RAtiVBiRD RR - SAM -PRS POP UP SPRAY HEAD VARIES 30 5 -15' VARIES AND HEAD ARCS NECESSARY TO PROVDE UNIFORM DISTRIBUTION AND TO KEEP SPRAY OFF OF BUILDINGS, WALKWAYS MAINLINE /VALVES: PSI LOSS ® ®® WALLS, FENCES AND DRIVES. 2" WATER METER 1.5 ADS 4. THE CONTRACTOR SHALL RETAIN AND PAY FOR ALL NECESSARY CERTIFICATIONS AND PERMITS FOR ALL BACKFLOW 2" BACKFLOW PREVENTER 12.0 ® HUNTER I - 20 - er:Rl -2.0 (ADJ.) NOZZLE #2 VARIES 50 29' -38' 2.0 PREVENTION DEVICES AND IRRIGATION WATER METERS REQUIRED. 1 -1/2" FLOW METER 6.2 POP - UP ROTOR HEAD 860' L.F. OF 2 -1/2" MAIN 5.4 5= ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4" PIPE. i - 1/2' CONTROL VALVE 3.4 ADS PSI LOSS FROM MAIN TO METER .7 � �� 1 - 20- 9' - 4.0(ADJ.) NOZZLE #4 VARIES 50 33' -43' 4.2 6. THRUST BLOCKS SHALL BE INSTALLED ACCORDING TO DETAIL LOSS THROUGH FITTINGS (107.) 2.9 POP - UP ROTOR HEAD 7. WSTALL HUNTER HC- 50F -50M EXTERNAL CHECK VALVES IMMEDIATELY BELOW ALL SPRAYHEADS AND ROTORS THAT ARE SUBTOTAL MAINLINE PSi LOSS " ® HUNTER 1 -20- jERIES - 6.0(ASJ.) NOZZLE #3 VARIES 0 30' -40' 2.7 ZONE THAT THEY ARE CON IRR POP- 6 FEET OR MORE IN VERTICAL ELEVATION BELOW THE HIGHEST POINT OF THE IRRI G POP U ROTOR HEAD NECTED T0. LATERAL LINES TYPE - ACCUM. GPMS PSi LOSS /GAIN 3to 5 V,GO' 8. CONTRACTOR SHALL INSTALL RAMRD 1806 (6" POP -UP SPRAY HEADS) IN TURF AREAS & RAiNMM1812 � HUNTER i -20- BERtM- 8.0(A&Q NOZZLE #4 VARtES 50 33' - 43' 4.2 (12" POP -UP SPRAY HEADS) FOR SHRUB & GROUNDCOVER AREAS. 68' L.F OF 3/4" CL 200 8.4 .3 1 POP -UP ROTOR HEAD 62' L.F. OF 1" CL 200 14.6 2.3 9. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE POWER SOURCE FOR CONTROLLER WiTH OWNER 55 L.F. OF 1 -1 /4" CL 200 20.8 .8 RA MIRD EFB -CP REMOTE CONTROL VALVE AND /OR GENERAL CONTRACTOR. • 5' LF. OF 2" CL 200 42.9 .01 10. RUN TWO EXTRA FIELD WIRES (ORANGE) AND ONE EXTRA COMMON WIRE (WHITE WITH A STRIPE) TO THE RXMEST GAiN OF P.S.I. FOR 51' TOTAL ELEVATION CHANGE: +22.1 RAINBIRD EFB - CP MASTER CONTROL VALVE END OF EACH LEG OF THE MAINLINE. (GAIN IN PSI TO HIGHEST SPRINKLER ON THIS VALVE) SUBTOTAL LATERAL LINE PSi GAiN: +18.7 RAINBiRD 44 -LRC QUICK COUPLER 11. FLOW METER WMRES (ONE RED, ONE SACK) SHALL BE CONTINUOUS WITHOUT SPLICES. FLOW METER WIRES ARE TO BE . RUN IN 1" CONDUIT. PROVIDE MINIMUM 24 COILED LOOP IN PULL BOXES (MAXIMUM 150" APART) TOTAL SYSTEM PSI LOSS: -13.4 KBi KBI -BTU ISOLATION BALL VALVE (SAME SiZE AS #'M 12. MASTER VALAIE WIRING TO BE RED WiTH SEPARATE WHITE COMMON, CONTINUOUS WITHOUT SPLICES TO THE CONTROLLER STATIC PRESSURE AT METER: 98.3 PSI . O CALSEIJSE FM -1.5 (1 -i/2 ") FLOW METER TOTAL PRESSURE AVAILABLE: 84.9 PSI, PRESSURE REQUIRED AT HEAD: 50.0 PSi rN4 WATTS 009M1OT -S (2 ") BACKFLOW PREVENTION DEVICE WRATH WYE STRAINER RESIDUAL PSI .O HEAD 34.9 PSi AND WATTS SERIES 223 2" PRESSURE REGULATOR ® EXISTING 2" WATER METER 1c] CALSENSE COAST GUARD MODEL 16 STATION AUTOMATIC CON IROLLER (TO BE ASSEMBLED #CG6- CS1- 16R- REM100 BY UNITED GREEN MARK) -- - -- (approved) PVC CL315 PACIFIC CAL PRESSURE SUPPLY LINE r (PVC CL315 FOR 2" AND LARGER PVC SCH40 FOR 1 1/2" AND SMALLER) (approved) PVC CL200 PACIFIC CAL NON- PRESSURE LATERAL LINE : = 1 (approved) PVC SCH. 40 IRRIGATION SLEEVES (2 TIMES PIPE SIZE) V STATION NUMBER 0 Q 112 29 GALLONS PER MINUTE 6 p,NDSC,4 a . • •, . .. � VALVE Si ZE � �. F • :.: 2" MIN '� LA 9� �-1 ntur Hill Mill 1111milill f2 d * nn . P * y TR I COASTGUARD MODEL CG' TOP ENTRY - - -- I ---> TO VALVES NEMA 3R (UL LISTED) I ADL Q AUTOMATIC CONTROLLER, SEE LEGEND f PLANNING ` ,... ® RADIO REMOTE ADAPTERS .,� • ' .. •' :• . '� i - .r . AS SOCIATES C GFCI TYPE SWITCH W/ ON -OFF SWITCH FOR CONTROLLER 1 ® TERMINAL STRIP FOR CONTROL WIRES ALT. COWICURATION EPT RA LANDSC ARCHITECTURE 1" PVC ELECTRICAL SWEEP FOR FLOW METER WIRES OF 12' DEPTH FROM FLOW ALT. G( AFTER METER AT P.O.C. ASSEMBLY TO 18" DEPTH AFFTER 7 EPDXY SEALANT P.O.C. ASSEMBLY C A R L S SAO. C 920-" CONCRETE PAD PER CONTROLLER ENCLOSURE PER MANUFACTURER'S SPECS.) ( O BLOCKED TRUE �� BALL VALVE © PVC MAIl�.tNE SEE IRRIGATION n ® PVC SCH � ELL � TEE 6 t» 7 z 9 3 7 F A X: (] i � I t 4 - t 3 ! 4 VALVE BOX -SEE IRRIGATION SPECS. SPECS. FOR PIPE DEPTH � 10' ROUND VALVE BO DATE: GRADE ® ® PEA GRAVEL, 2" DEPTH FINISH GRADE (2) SCH. 80 NIPPLE ENCINITAS FIRE DEPARTMENT Jm ® 3" PVC ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES ®FINISH GRADE/TOP OF MULCH ® 4 Ra014 4' WIDE BRICK SUPPORT, ,t+ 1" PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES SLIP END CONNECTORS SUPPLIED ONE PLACED AT EACH CORNER ® QUICK COUPLING VALVE ® 3/4 CRUSHED ROCK SUMP (ONE CUBIC FOOT) SCALE: N.T.S. ® 3/4" X 96 COPPER GROUND ROD. CONNECT AS PER WITH VALVE ® PRESSURE SUPPLY LINE ® PVC SCH. 80 NIPPLE SIGNATURE DATE DRAWN BY: T.LJO.J.6. -• MANUFACTURER'S RECOMMENDATION. 2" PVC SWEEP FOR TELEPHONE CONNECTION NOTE: VALVE SHAL HAVE A MiNtM`UM OF 4' ® PVC STREET ELL (3 REQUIRED) 10 3 MiN LENGGHT 4 R�BAR 3/4" SWEEP FOR MASTER VALVE WIRES CLEARANCE FROM THE BOTTOM OF THE VALVE BOX STABILISER ATTAC WITH TWO LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM STAINLESS STEEL BANDS OLIVENHAIN MUNICIPAL WATER DISTRICT COMMUNITY SERVICES DEPARTMENT m (9 1" PVC ELECTRICAL SWEEP FOR 120 VAC OF VALVE AND TOP OF GRAVEL SUMP. GRADING APPROVAL APPROVED BY: BOYLE ENGINEERING CORPORATION A CONTROLLER UNIT N.T.S. BALL VALVE N.T C QUICK COLIFL.. i NG VALVE N.T.S. DISTRICTS CONSULTING ENGtNEER @ � _ LOW LL. CONT - BALL VALVE R.C.E. DATE JOB NO. SIGNATURE DATE SIGNATURE EXPIRES TWO YEARS FROM DATE _e DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINI TAS ENGINEERING DEPARTMENT DRAWING N0. .L. T.P. D.J.G. A.D.L. pp1 folk i ,yl qR�q PLANS - PREPARED UNDER SUPERVISION OF RECD E APPROVED IRRIGATION LEGEND, NOTES & DETAILS FOR: oESCaIt'11oF1 SA COUNiY EHaaEEas ►1aN oc 174-198 (� �tT 8Y: BY: •• LmAmw 16' S/OF C.L SmAw d 24 E/OF C.L Spar w HORIZONTAL N/ A DATE T LAWSON R.L.A. N0. 11fcMM 111W. COMM OF SAS DECO 2348 CRESTVIEW P 60:5 0- I �ATIOW 241.15 VERTICAL N/ SIGNATURE DATE LANDSCAPE ARCHITECT EXP. 3 31 O1 DATE: DATE: . TM N0. 98-"+ SHEET 5 OF I I I� iai d v ° A r d hill NNW +. EH IE 2 O N 1 �_ TME V' > MIN. 7 Hill '�•;:' : :,: -: -: �:: 4 � r IJtN 2 MIN 6' MIN. 8 1 3 PAVING LATERAL LINE (IN SLEEVE) O REDUCED PRESSURE PRINCIPLE ® BRASS ELBOW (TWO REQUIRED) BACKFLOW PREVENTER 9 BRASS UNION ®PRESSURE Y -LINE (14 SLEEVE) WALK, CURB, HEADER, ETC. (2) PVC LATERAL SUPPLY LINE © WYE STRAINER O BALL VALVE CONTROL WIRES (N CONDUIT) 9 FINISH GRADE ® VARIES, ALLOW 18" FROM (3 FINISH GRADE ® BACKFILL (SEE SPECIFICATIONS) FINISH GRADE LATERAL UNE C) PRESSURE SUPPLY LINE ® POP -UP HEAD BACK O N CU PA AREAS T O 0 PVC SCH 80 COUPLING (SXT) Q THRUST BLOCK (TWO REQUIRED) M A1NM/ALE' ® CONTROL WIRES® BACKFILL (SEE SPECIFICATIONS) C CHECK VALVE (IP REQUIRED) (AREAS WHERE FRONT OR ®FROM WRIER SOURCE © 4 THICK CONCRETE PAD 36 COVER UNDER VEHICLE PAVING BACK OF CAR WILL EXTEND ,,yy (2000 PSI) W/ SCH. 80 SLEEVE INSTALL CONTROL WIRES ON THE UNDERSIDE OF PRESSURE SUPPLY LINE. ® SWING JOINT ASSEMBLY, OVER PLANTING AREA) Q PVC PRESSURE SUPPLY LINE, 0 PRESSURE REGULATOR_ 18" COVER UNDER PEDESTRIAN PAVING 1/2 "X8" SCH 80 PVC NIPPLE ALLOW 12" FROM ANY VERTICAL SEE SPECIFICATIONS W/ SCH 40 SLEEVE WITH THREE STREET ELLS SURFACES AND 2 TYPICAL AT ®BACKFLOW ENCLOSURE= *ALL SLEEVES TO BE TWICE (»AMETEK ( PIPE (PER SPECIfTCATi)N PVC FITTING AS- NEEDED ALL OTHER LOCATIONS TRENCHING N.T.S. @ POP -UP ROTOR N.T.S. �3ACKGFLOI F �IR E�V E�N N. T .s. INCHINS / 5LEEVlNG N .T_S_ A TRNCH -LS PU -RTRI gH @TRNCH - HS • 1 _ 4 s Mllr � 1 i r m N I71= Co ems[ � O FILOM d t- 4 VALVE �� . ;' ... :. - '. I •. Q -. d I� OX RECTANAR PLASTIC VALVE B PVC SCH. 40 45- DEGREE WITH LOCKING BOLT LID FITTING, Q� RECTANGULAR PLASTIC VALVE BOX 3/4' CRUSHM ROCK SUMP �J ELECTRIC REMOTE CONTROL VALVE 3/4" CRUSHED ROCK SUMP (3) POP — UP SPRAY HEAD 1/2' X r SCH. 80 PVc NIPPLE FINISH GRADE � PVC MAilatil� W/ LOCKING BOLT LID (ONE CUBIC FOOT) © FINISH GRADE 8� j SCH. 80 NIPPLE (TYP) ® FINISH GRADE 1/2" MIP X FIP 90 ELL (2 REQUIRED � RECTANGULAR VALVE BOX (2) � �L- �'�-� - - (�} ELECTRIC - © PRESSURE SUPPLY LINE REMOTE CONTROL VALVE *4 PRESSURE SUPPLY LNE 90 4" WIDE BRICK SUPPORT, © TEE IN LATERAL LINE PIPE (7) PVC SCH.40 STREET ELL r� mA�r vAL� 70 SCH. 80 UNION ONE PLACED AT EACH CORNER (S 1 PVG CONDUIT m FINISH GRADE j UNION ®1 /2" X 2" SCH. 80 PVC NIPPLE Q SCH. 80 PVC MALE ADAPTER CONTROLLED ® PVC LATERAL LINE PIPE O SCH. 80 NIPPLE (TYP) CL EARA CE FROM A THE 0 TOM OF THE VALVE BOX NOTE: PROVIDE MANUFACTURER INSTALLED ANTI-DRAIN VALVE. � OR MODEL NUMBBEE D SIZES E ���� LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM © WIC CowmcToR°.S OF VALVE AND TOP O F GRAVEL SUMP. REMOTE CONTROL VALVE N.T.S. NfASTER VALVE N.T.S. POP -UP SPRAY HEAD N.T.S. FLOW METEK N.T.S. FLo-sNSR �p�NDS � Cg Y 1 d'* * Date 4 C ADL o-_ , � - PUNNING - ASSOCIATES O �'` Y • © L A N D P L A N N 1 N G r . LANDSCAPE ARCHITECTURE 9 7 9 St/4 STRE 1=T, S V f m G C - A RLS8AD. CA. 92009 (760) . 0 -0637 FAX. (760)nl -6524 Q CONCRETE THRUST BLOCK, REFER ® FITTING (TYP.) ENCINtTAS FIRE DEPARTMENT DATE: i/ 1/ TO SPECIFICATIONS FOR SIZING ® UN^- ISTUR1 ED SOIL X08 No: 48014 • MAINLINE PIPE (TYP.) ® TRENCH SCALE:- N.T.S. NOTES: *CONCRETESHALL BE 470 -C -2000 SIGNATURE DATE OR�ww Br: T.LlD.J. *SUPLY - LINES 1 -1/2" IN DIAMETER "AND LARGER SHALL FU *THRUST B SHALL BE TH B 1 CUBIC FOOT OF CONCRETE PIPE OLIVENHAIN MUNICIPAL WATER DISTRICT COMMUNITY SERVICES DEPARTMENT - SHALL NOT BE ENCASED IN CONCRETE. GRADING APPROVAL ti *WRAP PLASTIC FITTINGS AND PIPE USING B LA C K PI PE TAPE ao CONCRETE SHALL NOT TOUCH PIPE FITTING OR PIPE. APPROVED BY: BOYLE ENGINEERING CORPORATION DISTRICTS CONSULTING ENGINEER GONG. THRUST 5LOCKS N.T.S. (0 1 -1/2" PVC PIPE AND LARGER - CONC -T82 R.C.E. DATE JOB NO. SIGNATURE DATE SIGNATURE EXPIRES TWO YEARS FROM DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DE BY DRAWN BY CHECKED BY APPROVALS CITY OF E N C I N I T A S ENGINEERING DEPARTMENT DRAWING NO. T.L. T.P. D.J.G. A.D.L. Li PLANS PREPARED UNDER SUPERVISION OF RECO D APPROVED IRRIGATION DETAILS FOR: v OESCRIP110N: SA. COUNTY D4G NMTCS MON OC 17h 1969 LOCATION: S/OF C.L. MANY 24' E C L SAxoNr HORIZONTAL N A DATE - - BY: BY: CRESTVIEW PARK 60 50 - I VL � COUNTY OF SAN DIEGO TONY LAWSON R.L.A. N0. 2348 ELEVATION: ERTI oN: 241.1s VCAL N A DATE: DATE: DAM � SIGNATURE DATE LANDSCAPE ARCHITECT EXP. 3/31/$1 TM NO. 98 - OFF SHEET 9 OF 11 p ,� ` f \ f� t► EDEN TURF SEED H YD R 0 S E E D Nr•�°"".~•_ -_~ 3 ,,, /' rte ,' 36 2 / S yr• ~,,, -'-'' �.. / �,• rr ,. , -^'' r,. . /'` / 4 .. ` ./" \ ~ \ .�.... • ,rte / i ' /'' ,r' ,.+ - __ _- _ - ,,,,d /' �./ ,� ✓� ,.,, ,//' r f .,' � .. \ 3 PLATANUS RACEMOSA ,,,,�• -rr' "sue / � _ _ r 1 fop M YOP ORUM P AF�WOMM FLATS ® 18 0. C. 14 ct C) J 55) PLUMBAGO AURICULATA • : Y. : 1 GAL. ( 6 MIN. Gtr SPACING) l MAINTAIN 6' MIN. CLEARANCE FRO } M IRRIGA TION �IEF�4DS I _ .y - - --- _ • ir ADL 3 PLANNING _._. _..._. �� _ ES I . . • T _ ....._....._.. _.. _ .r . L A N D P L A N N I N � `,` � � _ �... •�. ...._.... _..._.... -...�• -••-•- -- "-�' '_.._ \` i LA 9 S STATE P S A RC HIT ECTU R E E E SUITE 2 99 C C C 9 \\ 1 (760)72! -6637 FAX :(760)729 -6314 loll E FIRE DEPARTMENT DATE: �l Mg JDe NO: 44014 SCALE: I" 10' DRAWN BY: T.L1D.J.6. SIGNATURE DATE PLRNTING NOTES 1. DETERMINE THE LOCATION OF ALL UNIIERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORM IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. OLIVENHAIN MUNICIPAL WATER DISTRICT COMMUNITY SERVICES DEPARTMENT HAND EXCAVATE, AS REQUIRED. GRADING APPROVAL 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOWLINE, SEWER LINE, APPROVED BY: BOYLE ENGINEERING .CORPORATION WATER LINE, GAS LINE OR ELECTRICAL CONDUIT. W IW 2W DISTRICTS CONSULTING ENGINEER 3. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN TEN FEET OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND TEN FEET IN EACH come DIRECTION, FROM THE CENTER LIME OF THE TRUNK, FOR A TOTAL DISTANCE OF TWENTY FEET. INSTALLING 'e ROOT BARRIERS AROUND THE ROOTBALL IS UNACCEPTABLE. R.C.E DATE JOB NO. SIGNATURE DATE SIGNATURE EXPIRES TWO YEARS FROM DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN . A.D.L. CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT T .L. T.P. D.J.G. DRAWING NO. A0JU f0ft PAt�K 04 PLANS PREPARED UNDER SUPERVISION OF REC APPROVED oESCa+�rro>r: s.o. coin E�cn�"s Mori a 174-1 9� ffAmIt 16' S /OF C.L Bi rAW 24' E/OF tL SWW HORIZONTAL DATA - - s BY 9Y: C R E S T VI E W P ARK RECORD FRM. Cam of SAN KGO TONY LAWSON R.C.E. NO. _ 2348 EL nolk 241.15 VERTICAL N '� SIGNATURE CUIITE 3/31/01 DATE: f DATE: DATM mm LANDSCAPE ARCHITECT EXP. TM NO. 98 -Oft SHEET to OF II : a • \ r7 x Ilk j a / Q 1 F \ i 7 i r i � ' � ♦.....mac'' L / 3 i j \...� �' _...- �- ..• �:%✓"�� r ....... •-'' ,r' IN PLUMSAGO AURICULATA 4 "�'., r� { r / r• . , ' f 1 GAL. (6' MIN. O.C. SPACING) [�� ����~ ~ �,\ \+.•��: \ - r + �.�` s (MAINTAINS MIN. 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WC+��_(�•.�• •t t Or F•-� *�''Q t ••�' •••.• Y' .'• • w • j • . r •r f i • •4 ` • I :• • •:� • ' x \ ' � ,t tt t ,� J � i ��• ��, , j. t d '+ :,• .f .t ' ♦.. i+ GUTTER li •; .v. .: ,t r� �:� ;' • f . :•: • y. , + ,r -t ' r '• `'• •� •r '•, ' r • f { ;• r: .� •�• . ~ _ ; WAL V { l ► - t1 N }t !• I i • f ' •r ♦: K •f t i _,. r • '• 4 •.. T .,'} i J •q ' Z • 1•' • x '• ! ,• r ' r. •� \ - • i' i •t • +' • :f . • r ' •.. '• , + , t �' •�; • t . • i: . it • • F" t./t ♦' t ,, •' • N .>• • •' • f' ;'•• t •+•. •+.. "•,. t �r ''' �' + �• •; • I' • t' t 1 ''•' 'r Y P SUIT{ G `l t i-- N I.JG { ` 1 i W ! ` l F F \ 3 i 1 J y r i : . 4 j +, . t } . • l. • . - y F i •t t ! a \ ;' t : i,t ,• •+ •i t . . t r. • •�• •• / y '•i'•t +, r -'•� 'r• •wt ,'• '/ t •r• •• Y' •,• To VF -KIF f clto To Comer>qucTI OR. �: �: ,r' . ; f � ✓ -~�'"^ ADL PLANNING x ii :... °... �....r._...... ASSOCIATES }� .• i .�\ \\ // ': 1 �} i4 psi • '.,'� \\3 � .. Al L A N D P L A N N I N G „ d , t LANDSC ARCF�fiTECTURE \\\ /\\ % \\ ; - t �r y r �._ :..'.' d..! 2979 STATE STREET SUITE 'C' ........... jj] ( j£it ...... .... .. ... . ...... LL C A 8 A D. C A. 9 2 0 0 8 \\ / r \ \ \\ \\ // •,` 0) �. � .. ( I 6 0) 7 2 1 -86 31 FA11:(1it))i! -1324 `/' 't ' ; `, /' • -- _ _ "� ' ' DATE: 6/23/gq 45 SIGHT LINE ENTRY GATE F f e FENCE TO BE LOCATED ON PAD AREA , JO B No: 44014 PLANTS OVER 30" IN HEIGHT 5 5 1 -0 FROM TOP OF SLOPE (TYP.) NOT ALLOWED WITHIN THIS ZONE. SCALE: I" s =1 -- NO Oos TfLucri c�Ns, IIVC,LUa N& A&", I�EDFr£5, CONCRETE - - ENTRY PAD Q MA wN er: ADL./31' 0kR UBbF_RY GIZ NATURAL. GPaWTH PCRM lTTr_0 MtMiER S T1"tAN ThMr- FMr AWVE THF_ MEANr-epT 4 5TMf -T. COMMUNITY SERVICES DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT CONSTRtMON AND PLANVIC NOTES • GRADING APPROVAL CL 1. FOR MATERIAL AND FINISH SCHEDULE, SEE SHEET_ 2. Ak APPROVE[ BY: BOYLE ENGINEERING CORPORATION 2. FOR PLANTING LEGEND AND DETAILS, SEE SHEET 11. ENCINITAS FIRE DEPARTMENT DISTRICTS CONSULTING ENGINEER ! - 3. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE, AS REQUIRED R.C.E. DATE JOB NO. 4. FOR CONSTRUCTION DETAILS, SEE SHEET: 5. SIG�6ATURE QATE SIGNATURE DATE SIGNATURE EXPIRES TWO YEARS FROM DATE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ___f REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT T.L. T.P. D.J.G. A.D.L. Avo PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED LANDSCAPE TING PLANS FOR: ° c OESCRIPi10N: S.O. C00" Dcpf , M014 oc 174L 1969 WC�►MN It S/OF C L WUAW A 24 ' E/oF C.L S�xolr+r HORIZONTAL 1 " _�. DATE BY: BY: 6 050 - L -- RECORDED FROM oouKrr of s+w�+ECO TONY LAW50N R.C.E. N0. 2348 MATI 14 VERTICAL N/A SIGNATURE DATE LANDSCAPE ARCHITECT EXP. 3 31 01 DATE: DATE: CRESTVIEW PARK TM NO. 98 FSHEETioA O F I I FILANTrNIS NHS AN LESEN �L T � I. These planting mates should be considered any as suppfementat to 5. Landscape Contractor shaft maintain a miriirnum 2% drainage away 12. Container plonta' shall not be pfdcett within ?Ailf�•six C3b") of any governing rules, regulations or standards as determined from oil buildings, structures and waits. Finished grades shall sprinkler heads. by the local agency. It is the Contractor's responsibility to refer be smoothed to eliminate puddling or standing water. 13. Shrubs and trees shown in plant areas shalt be under- planted with to any such document prior to commencing work. ground cover shown by adjacent symbol, to within 12" of main plant �T/�N�G�� NOTM 2. A. The planting plans are diagrammatic. AN planting locations are 6. The Landscape Contractor shaft rake out and remove all rock 1/1 stem. approximate. Plant symbols take precedence over plant quanffies diameter and larger from the top two inches of finished grade, 14. At completion of all work outlined in these pions, the Landscape specified. except on slopes steeper than 3:1. Contractor shall contact - Owner and arrange for o walk through to 8. Quanities shown on the planting plan ate approximate and are for 7. Prior to planting, irrigation system shall be fully operational determine that all aspects of work are completed. Work must be fully completed according to plans and specifications, completed 14 fit-• the con shall notify the Landscape Architect of a'iscrepenc of the Contractor only. and all planting areas *halt be thoroughly soaked. in a good workmanship manner and must be accepted by the Owner in PLATANUS A GALP SYCAMORE - 24� STAKE C. Contractor shad ies d Plant material shall not be rot bound. Five gallon containers writing prior to the beginning of the maintenance period. (D between the quonitites and symbols shown. and larger sfia11 have been grown in containers for a minimum of 6 months and a maximum of 2 ars. Plants shall exhibit health 15. The Landscape Contractor *half maintain all planting for a period of K tsrlt... y 3. Landscape Contractor shall submit a soils report from a City sixty (60) days after completion. All areas shall be kept clean, TiPU TTPUANA TTl°U TREE X96 >14 -- STAKE authorized testing agency to the Landscape Architect before growth and be free of diseases and pests. All plant material watered and weed -free. , . beginning work. All soil amendments listed below are subject shall be subject to inspection and possible rejection prior to to change per the soils analysis_ installation. 16. Prior to the end of maintenance period, Landscape Contractor shall contact Owner and arrange for a final walk through. Owner must I A. AN areas to be planted, which have a slope of less than 3:1, 6 • Prof to �m9 of • Contractor SON verify that accept all maintained areas in writing prior to the end of rw conflict of future root and walls, fences or utilities will shall be cross- ripped to a depth of six (6' and the following maintenance period. amendments spread evenly and thoroughly blended in per 1,000 resuk from such tree placement. Adjust if necessary and gain 17. A. All covers shall be guanteed the Contractor as to PLUMBA60 AURIGUL.ATA GAPE PLtJMBA60 1 SAL. ar square feet (Quanities subject to change per soils report). approval from Landscape Architect. growth and health for a period of sixty (60� days after 1. 6 cubic yards of nitrogen fortified - redwood shavings 10. AN trees, shrubs, vines and ground cover shall be planted in completion of maintenance period and final acceptance. 2. 100 pounds of agricultural gypsum accordance with City Standard Details and Specifications. NI shrubs shall be guaranteed by the Contractor as to growth 3. 15 pounds iron sulphote All trees located within 5' of paving shall be installed with a and health for o period of nintey (90) days after completion 4. 25 pounds 16 - - slow reuse fertTzer 'Deep Root" root barrier per manufacturers specifications. of maintenance period and final acceptance. All trees shall be guaranteed by the Contractor to live and grow in an 1H1'OPORUM PARVtPOL1UM M1'OPOI�JM TL1f►TSi t5 OZ. S. Each plant *half receive "Agriform" (or equal) plant tablets 11. Street Tree and ether tree locations shall be spaced: acceptable upright position for a period of one (1) year as follows: �':� after completion of the specified maintenance period and TURF EVEN , 1 gal_ container - (1) - 21 gram 3 feet from transformers, cable, and double check detectors. final acceptance. --- "'� 5 gal. container - (3) - 21 gram B. The Contractor, within fifteen (15) days of written notification 15 gat. container - (5) - 21 gram 5 feet from moifboxes. by the Landscape Architect, shall remove and replace all per 3" boxed tree size - (1) - 21 gram guaranteed plant materials, which for any reason fail to meet 5 feet from fire hydrants (all sides)• the requirements of the guarantee, replacement shall be made C. Plant back in shalt be 50% site soil. and 5M n1'tragen with plant materials as indicated or specified on the original fortified wood shavings by volume. 7 feet from centertiine of off u0ity lines (without easement) plans, and all such replacement materials shaft be guaranteed (sewer, water and storm drains). O. Landscape Contractor shaft maintain proof delivery as specked for the original material guarantee. from easement bounda app lication of all p lanting /soil soil amendments on site and make 10 feet ries (sewer, water, storm drains, pp p g� access, or other utilities). 1 The Landscape Contractor shall leave site in a clean corI Pion. available for inspection before acceptance of the entire removing ail unused material, tools and trash. installation. 10 feet from driveways (unless a Line of Sight is determined 4. The Landscape Contractor shall apply o contact herbicide, where by the Traffic Section to be otherwise). weeds are present, per manufacturers specifications a minimum of 10 days prior to commencement of any planting or irrigation work. 15 feet from street fights and other utffitty poles_ 1 Weeds shall be allowed to completely die back, including the roots before proceeding work. U,,zs of sight at arteriafs, collector, and local streets 6 shall be reviewed and determined by the Traffic Engineer. 2 • / 7 7 ` 4 0 ROOTBALL, SET CROWN 1" / 2" LAYER QF MILJLCH ABOVE GRADE SHRUB MAINTA 3 CLEAR Of Q2 FINISH GRADE 7O AMENDED BACKFILL V FERTILIZER TABLET ® CLASS A TOPSOIL BACKFILL PER SOILS REPORT � , �.. • . •• . �., � • QQ PLACE ROOTBALL OVER 9@ CONTAINER DEPTH NATIVE SUBGRADE (12" MIN. FOR LINERS) Q VARIES, VARiE SEE FLANS FOR SPECIFIED ON CENTER SPACING 5 Q2" BASIN BERM @ 2X CONTAINER DIA. ® VARIES, SHALL EQUAL THE SPECIFIED ON__CNTER SPACING (12" MIN. FOR LINERS) ® CENTER OF SHRUB l'1 HEADER, CURB, PAVED SURFACE, ETC... • � 6" O SL�I i�LA Ti N� S�fi�U11 1 C5.G. IPA I NIS 8 — � SP1 PLNT -SPACE 4" .II li�ll I I -1 III II�II�II_ II-11 II1 I ICI Il I FI I �I I I CI I A Q FAR RI o V p,NDSCg A. ROOTBALL, SET CROWN +/- 3" 4" BASIN BERM PREVAtLiNG WiND AXiS FERTILIZER TABLET PER �� ABOVE FINISH GRADE PARALLEL TO STAKES SPECIFICATIONS AND w 9 2O FINISH GRADE f PLANTING HOLE - 2 TIMES, ® DIA. 10' PiNE SOILS REPORT W �_ 3O FERTILIZER TABLET CONTAINER WIDTH LODGE POLE STAKE (? 6" WATER BASIN v, Adl 1, 7 GRAM PLANT TAB ACE CLASS � owe PLANNING 4 PLACE ROOTBALL OVER 2" LAYER OF MULCH NATIVE SUBGRADE ® FINISH GRADE H ® MAINTAIN 3 CLEAR mo d' Date y ASSOCIATES ■ � Q FINISH GR OF TRUNK * '* © ROOTBALL (SEE PLAN FOR SIZE, ® AMENDED BACKFILL c q�IF 1P L A N D P L A N N I N G SET CROWN 1" ABOVE GRADE) SIGNATURE DATE •• ® LAND ARCHITECTURE 2x CONTAINER SIZE 9 STA STREET", SU11V G M j,,,.� Q TINS CARL58 CA. 82 SI IRUB I L TINS./ N.T.S 7 EE STAB IN S wts OLIVENHAIN MUNICIPAL WATER DISTRICT COMMUNITY SERVICES DEPARTMENT m A sP1 GRADING APPROVAL hey -ei3� FAI(:(1f1)) 721 -d3 Kr APPROVED BY: BOYLE ENGINEERING CORPORATION DATE: 61 I / DISTRICTS CONSULTING ENGINEER ,toe N 96014 . ` SCALE: N. ' R.C.E. DATE JOB NO. SIGNATURE DATE DII� SIGNATURE EXPIRES TWO YEARS FROM DATE DESIGNED BY DRAWN BY CHECKED BY CL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT . T.P. D.J.G. A.D.L. APPROVALS CITY OF E N C I N I T A S ENGINEERING DEPARTMENT DRAWING N0. ° u Aww,T fbit ExfN44u lAiP A .. PLANS PREPARED UNDER SUPERVISION OF REC N APPROVED PLANTING LEGEND, NOTES & DETAILS FOR DESCRIPTION: SA. C01.11M ENGRIE n MON OC_ 174 -1964 LOCATION: 16' S /OF Cl BRITTANi' R 24' E/OF C.L S�iXON1' N A DATE ' e ' BY' BY: //�� II�� HORIZONTAL _�— W PARK 6V✓ 0 RECORED FROM: COUNTY of SON DIEGO R. A. NO 348 R E S T VI E ELEVATION 241.15 VERTICAL N A TONY LAWSON L DATE: DATE: DAM 1111111511. LANDSCAPE DATE LANDSCAPE ARCHITECT EXP. 3/31/01 TM NO. 9d -0" [ SHEET11 OF II