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2021-13936 I (Plans)pop,_ MIUMUM llllq� q I BMP PROJECT STATUS ix ITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY •i ACCORDANCE WITH "AGREEMENT FOR MAINTENANCE OF PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES BYAGENT OF COMMERCIAL FACILITY' RECORDED ON iw; — All 11z"S N ENCINITAS FIRE DEPARTMENT W-11L 1HT&I vollcil 0 SDWD W20-050 MEW. #1 6e�* 2-1 &ZZ, Aw el 04 2A At a c I SIGN DATE SION 1 DATE SIGN SIGN DATE I DATE SIGN DATE UAI t CHANGE No. DESCRIPTION APPROVED BENCHMARK AS -BUILT APPROVALS Bill: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. _j DESCRIPTION: •POINT NO. 1023 PLANS PREPARED UNDER SUPERVISION OF R E C-f M M Er .,�D� P WVED. FOX POINT FARMS LOCATION: 2,5" BRASS DISC IN THE MEDIAN ISLAND DATE: lorifflAlt4 i TYLER G LAWSON DATE w OF LEUCADIA BLVD 141'WESTERLY OF LEFT TURN LDEV-01393612021 I 150 QUAIL GARDENS DRIVE wkNOWLf0N LL T BANKSTON ISLAND GORE NOSE AT QUIAL GARDENS DR R.C.E. NO.: 80356 CTINQ CITY ENGINEER t RECORD FROM: ROS 18416 SENIOR ENGINEER DATE APN: 264-612-12 0DAD88_TYLER G LAWSON ELEVATION: 12.417 TUM: NAV. EXP.: 12/31/22 SHEET 01 OF 30 DATE DATE PLANNING CASE NO: 3524-2019 MULTI 1•� , i f14 ! d / ! * ! J J i'*! o ' ' # s' s,{ ' rl•r r•J f ► ! f'r r# r s r r ! r o # i t d• ! r r. r a t # # 0 0 _• * r t: • 3 s •• - .. 3 ! ;4 J= , ,� !• � > ! 1, !• ! o ' s F, 3 3 r x rJ k ; { ♦ � ! r '4r 1 r x !... •. i t ; J # f X: ! r ,: d ! • ! : , r w ! > � k : = t ! * ' ! i !� d ! r s• * f ! r ! �! ! * { # i ! !"• ! ,:s> I !.#: RIGHTS -OF -MY 15. 7HEAPPLICANT SHALL VIARR4NT`Y THE PUBLIC SEVIER FOR ONE YEAR FOLLOWING THEAPPROVAL OF s « CONTRACTOR SHALL = I r INS 3 #:r I{r y #f f,XwlrX., ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS 17 THE DEVELOPER SHALL PROVIDE EASEMENTSANDACCESS ROADS OVER PUBLIC SEWERS TO THE SATISFACTION OF THE CITY ENGINEER. THESEARE TO BE SHOWNON ! ' + * DISCHARGE _ * 3 r PLUMBING X R' 1 > REQUIRED R. r lYPRIOR r l l r TO CONNECTION TO y tae P SYSTEM • 3 . BE INSPECTED CLOSEDCIRCUIT R� ■TELEVISIONAFTERCOMPLETION O(TRENCHING BACKFILLAND FINISHED GRADING BUTPRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. ee MANHOLE (A) NEWM4NHOLES WITH 8-10"DIAMETER SEVIER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITHAN EPDXY PR07ECTIVE LINING SYSTEM PER SECTION 500-2. 7 OF THE GREENBOOK, (B) NEVVM4NHOLES V147H 12"OlAME7ERAND GREATER SEWER MAINS: THE INSIDE OF THE SEVIER MANHOLES SHALL BE PROVIDED WITH (C) EXISTING MANHOLES ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE EXISTING LINING FOR THAT MANHOLE,FOR MANHOLESINSIDE OF THE SEVIER MANHOLES SHALL BE COATED W17NAN EPDXY PROTECTIVE PER s as OF - ;a►o EKCEP71ONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAYBE CONSIDERED ONA SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER, i SHALL BE PERMITTED WITHOUTPAYING SEWER I rt :r X! d CONSTRUCTION CHANGE, AND JOINING # i yy 22 MANHOLE FRAMESAND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST-IRON TYPE WITHA 36-INCH OPENING M4NHOLECOVER INSERTS SHALL BE 24-INCH DIAMETER LETTERING"CITY OF r TO KMAT IS INDICATEDo r* r r *: k r,• w , � s , r{ !=r ! .'rl=r: _ + o" o *- # • , k r,•a ! � ! -, !> k J r pro +*+ 4 !> o• , = w or r o ! * , ! ► *t r .. ! r k r d. ! r • :r ! ! l.:. d r ! j � r l ! # r 4 ! ! s , dr • *4 lr r r #. r • ! fr 3 ! ! r d> ! rr ! _„ !. f > ! !►R r , r > , r is !' , r � , 4 •. , : *` 1. :. #, # ! fall **� • ! # • ' ' !' : dR..! f ! # ; r ! X r - rs o s f = • , ! ! , r, l � s, r , !> Rr!'s a1 i •! a * r•lyai % , # ,d 3 ;' ! ! rr! # , r , , ,r. # s *! � • . 1:: •: r. r ! � J r.:. !. f rai f J ! � r -" " • k i r{=r '! 1 l �'•r ;' ! '' ! i ' r r. o o !* s # ! J !! r •r r .f • k k rk , ! • # a ! •a I r, } r r , ! r l * t # !!,, # J r # * ! !r { rr • -' ♦' t f ,' , : : J; • ! * k: ! 'r C'.{ : r !: ! 1. > •f.X ! x. s 'r #•' #J. Y , ' � , # , ; r ! ' , • ' A ; ! ! d r :r d e • � ! r r ' ! r • - ! ! • : ! * r < * : ! * °! w , s.:. !. A f f ! > , ! • , : ! ! # • !. r , r 3 k /. ; = k # d r ! * X: ' # ' r s � f MANHOLEDATA k PIPE A w k r! ,►'!# � rRI.• ` � ,f : # /* : as m a�mi *Xs• , ! •>!R . a• e« r. fe as :. e: a a` Iiliiilliiiii ,:l. r•�. #r!. * ; X it .e ♦ tf � I# a et tt ���{ r.lr ,; #!.. # a � # ►. a .a a• • .. J .# • ♦: to :e a # r # � . # .. !: a , , a �. • r. r e a : : a a : # ' • e `• a iiiYii�iiiiii� r! . ! r w! # a ���� # r =��� J � #, r *. a ��■� „�,,, fX # r= as , a l a• : e. m�� r <!. # 4i'i7 • r ! , # : # r • r r + / r : e ♦ : a % ,:: i i m� m� • r!,° e � ♦♦ • r + r ��� ' • #• • ¢! a :: ♦.+ 1. `° IMPROVEMENT STANDARD DWGS. PROPERTY BOUNDARY CENTERLINE PUBLIC RIGHT -OF WAY LINE PROPOSED EASEMENTS PROPOSED SETBACKS PROPOSED :PRIVATE PVC WATER MAIN (SIZE PER PLAN) PROPOSED PUBLIC 8" PVC VV47ER MAIN PROPOSED PRIVATE 8" PVC FIRE MAIN PROPOSED PUBLIC 8" PVC SEVIER MAIN PROPOSED LIMITS OF SA UT PROPOSED MODIFIED ROLLED CURB (PER DETAIL) PROPOSED FIRE HYDRANT (RESIDENTIAL) V1AS VI- 01, Vim 04 PROPOSED PVC END CAP (SIZE PER PLAN) PROPOSED 2" MANUAL AIR RELEASE (MAR) Vi64S M-01, VIA-07, VI C-17 PROPOSED2" BLOW OFF (80) WAS , WC-17 PROPOSED THRUST BLOCK (SIZE PER PLAN) WAS WT-01 PROPOSED GATE VALVE (SIZE PER PLAN) WAS VW-02 PROPOSED REDUCED PRESSURE BACKFLOW VMS WR-01, -02 PREVENTION DEVICE (RPDA) (SIZE PER PLAN) PROPOSED OP# WATER METER { e PROPOSED PUBLIC 4" PVC SEWER LATERAL VV4S SS-01, SS-03, SP-01 PROPOSED PRIVATE 2" COPPER W4TER SERVICE VIASM-02,WP-01 PROPOSED PR # PVIAS VC FIREa a r ra PROPOSED P •#,!r♦e SEWER MANHOLE ,.._ a ,: a. PROPOSED 4" PGG SIDEWALK SDRSD G-07, G-09, G-10 PROPOSED PERVIOUS PAVERS (PER DETAIL) PROPOSED AC PAVEMENT OVERLAY PROPOSED FULL DEPTH STREET SECTION REPLACEMENT (PER DETAIL) PROPOSED TRENCH RESURFACING SDRSD G 24A, G-24B PROPOSED CURB RAMP SDRSD a W W W F F F S S S 104 E Ie' LEGEND TINtED1 IMPROVEMENT.PROPOSED IMPROVEMENTS LQONTINUED) y'-,. PROPOSED PROPOSED STORM DRAIN • • PLAN) PROPOSED . A CLEANOUT SDRSD ► of ems# ITEM EXISTING PCC CURB EXISTING FENCE EXISTING WATER MAIN EXISTING SEVIER MAIN EXISTING GAS MAIN EXISTING a�r �!. r•, EXISTING STORM DRAIN STRUCTURE EXISTING RETAINING WALL EXISTING MANHOLE I=iS1�Ll�lLLf� ►1 i ! k 3t ! FINISHED SURFACE FINISHED GRADE FINISHEDFLOOR ELEVATION i GARAGE � FACE ELEVATION INVERT ELEVATION !' OF •' ELEVATION 7F = TOP OF FOOTING ELEVATION TIN = TOP OF WALL ELEVATION SYMBOL � I / p d SHEET LIMIT SHEETNUMBER #rI RIGHT -OF -MY LOTLINE o. 80356 # y # # AS OCIATES r • DESCRIPTION 1 r : i I� k BENCHMARK APPROVALS ENGINEERING DIVISION APPROVALS 3: DEVELOPMENT Y DRAWINGNO. is LAWSONDATE 80356 r x != �ED:r,( APPROVED. 1 iFOX !. BANKSt ASI.�13 CITY ENGINEER f x '� : OVEMENT PLAN FOR: POINT FARMS 1150 QUAIL GARDENS DRIVE k . �. r PLANNING MULTI ■:DATE: R' r r * • f « f d ! a x r s i ,.. • r :� �. 26.0' 5.0` _ j _ 13.0' 13.0' I 5.0,! 07 2,0% 2.0% 4" PCC SIDEWALK PROPOSED 6" PCC CURB & 4" PCC SIDEWALK GUTTER PER SDRSD G2 PROPOSED 6R PCC CURS & PROPOSED 3"AC OVER 8" CLASS 11 f GUTTER PER SDRSD G 2 PROPOSED 6" PVC DOMESTIC WATER BASE OR PER SOILS ENGINEER RECOMMENDATION MAIN (PRIVATE) PROPOSED 24"X42"JOINT UTILITY PROPOSED 8, PVC FIRE MAIN (PUBLIC) TRENCH PER SDRSD M 15 PROPOSED 8" PVC SEWER MAIN (PUBLIC) SECTION - PRI DATE DRIVEWAY (CRO! tNEJ NOT TO SCALE VARIES 6.0' 26.0' EASEMENT 13.0` 13 0' 18 0' PARKING 2.0% 2.0% 1.5% t^...R... •. V M._... SOILS\-PROPOSE,06"G-1 CURB PROPOSED PCC CUTOFF WALL • RECOMMENDATION E #►" }R►►► ■8"PVCFIRE IN(PRIVATE)l PROPOSED PCC RIBBON GUTTER • PROPOSED YAC OVER 8DETAILPER BASE OR PER SOILS ENGINEER PROPOSED VC PROPOSED 24X42'JOINT UTILITY RECOMMENDATION !ia.IO SEWER MAIN rTRENCH .... ,R .i -., -15 r tr D.: AR PARKING r r�. ►.. TO SCALE 2'-3' 26.0' EASEMENT 13.0' 13.0' S.0' Uj J2.0% 2.0% 1.5% PROPOSED 5,50 PCC DRIVEWAY \_4"PCC SIDEWALK PROPOSED 6PVC DOMESTIC GUTTER PER SDRSO G-2 MAIN (.RI%f"4 # # -15 PROPOSED 8 TRENCH PER SDRSD PROPOSED 8ff PVC SEWER MAIN E OR . SOILS R f RECOMMENDATION r SECTION!'IVEWA Y C (CROMED NOT TO SCALE "O"PIT TIMM- WEDWED r, PROPOSED 6PVC DOMESTIC WATER MAIN RR y TE) PROPOSED 2JOINT PROPOSED sTRENCH PER ►r ► DRI VE WA Y D gLPER NOT TO SCALE 18.0'PARKING 13.0' 13.0' 1.5% 20% 2.0% ! ' i s t ►• r r R RECOMMENDA TION., PROPOSED PCC RIBBON GUTTER 111121 Ei PER DETAIL DOMESTIC PROPOSED PVC }riRi ■8'PVC FIRE WIN (PRIVATE) PROPOSED , R, i " r SECTION - r r / TE • 1 NOT r SCALE PROPOSED 5 DRIVEWAY "PROPOSED PCC CUTOFF VARIES -6,0' v CE �s s PROPOSED 5.51PCC DRIVEWAY `$ PROPOSED PCC CUTOFF WALL PROPOSED 3"AC OVER 8" CLASS II BASE OR PER SOILS ENGINEER RECOMMENDATION PROPOSED 24W42" JOINT UTILITY TRENCH PER SDRSD M-15 26.0' EASEMENT L�j J. 7 j 13.0' 13,0' 5.0' `-4ff PCC SIDEWALK pnj En PROPOSED 6'ROLLED PROPOSED 6ff PCC CURB & CURB & GUTTER ... SDRSD '•!`! ..fix►: ►fr ►►` , . ► ' ! TRENCH PER !. - mw MEANS CNI a sus:W_ wtr�� R ®���►A►��►�►®.►s`.r..s r,..a....w. `... +��aec�sri , a PROPOSED 5,FPCC DRIVEWAY PROPOSED PCC CUTOFF WALL RECOMMENDATION NOT TO SCALE � 20,0' � w ¢' 10, 1 ' ` 2% 2% PROPOSED 5.5 PCC DRIVEWAY �� # @ #-, _� PROPOSED 5:5 PCC DRIVEWAY §4 Fm PROPOSED PCC CUTOFF WALL PROPOSED 6"ROLLED CURB & GUTTER PROPOSED 3"AC OVER 8" CLASS 11 BASE OR PER SOILS ENGINEER RECOMMENDATION SECTION - PRI DATE ALLEY J, K (SUPER) NOT TO SCALE , RRr► ► R, rR!}► ► � P ► it ------------- ------------ R R ! BENEFITINDICATES PRIVATE ACCESS fASEMENTFOR THE INDICATESFINAL MAP !' SEWERLINES TO THEENCINITAS SANITARYDISTRICI R FINAL i INDICATES •11i WATER LINES ANDAPPURTENANCES TO THE SAN DIEGUITO WATER DISTRICTRER FINAL R INDICATESPER ►! �iINDICATES UTILITYACCESS EASEMENT TO THE CITYOFENCINITAS PER FINAL r m m PER GEOTECH RECOMMENTDATIONS 6" 6" MIN* 13' .R►.► i, . it i i REPLACE PROPOSED LANDSCAPE LANDSCAPE PLANS) EXISTING .' PCC CURB & GU77ER EXISTING 8"PVC RECLAIM WA MAIN EXISTING 8PI/C SEWER r i R LANDSCAPE A } w6ififfid EXISTING TYPE "8 2" CURB & GUTTER MOD. (TYP) •.� ", • WATER MAIN SEWER MAIN 3,0' 1.5' --- _ ;---- --1..-5" (FL PER PLAN) 1 t� SOIL SUBGRADE-' 6" (MIN) w Y WIDE, 6" THICK PCC RIBBON GUTTER. EXTEND BASE MATERIAL BENEATH GUTTER. RIBBON GUTTER DETAIL NOT TO SCALE 4" RC.0 Wi EXISTING 6' TYPE-G CUi 1 � j • J ' NOT TO SCALE N, ' RIW W, LEXISTINGDIRT WALKWAY f PCC rR 0 9.19rER PE! SDRSD EXISTING 16"PVC WATER A.., EXISTINGAC ROADWAY 20 0 PVC W4 TER MAIN RIW �A 42' 9' 10, 32' qrr 3 $ 5.5' 4.5' COLD PLANEAND O TC ELEVATION PER PLAN ROLLEDCURB PER DETAIL SHEET N pp �©G S r 9 �xs CURB AND GUTTER TO ROLLED CURB TRANSITION DETAIL EXISTING A.B.M. OR P.C.C. DITCH OVERLAY (1.5" MIN DEPTH) 1.5% -PROP STREETLIGHT 2% 2% -� - PER SDRSD E®01 PROP LANDSCAPING E:X. 10"AC VVTR PER LANDSCAPE PLAN 5 PER 3251-1 PROP 4" PCC SIDEVVALK PER EKSITING 4" PCC MLK SDRSD G-07 EXISTING 6"PCC CURB &GUTTER `"" --"- EIC 8" VC SVVR PROP 6" PCC CURBPER SDRSD G-1 PER 3251-1 EXISTING 2"AC OVER 10" EXTEND FULL DEPTH STREET PROP PERVIOUS PAVERS CLASS III BASE PROP. 8" SECTION PER DETAIL SHEET 4 PER DETAIL, THIS SHEET PVC SvvR PROP PCC FLUSH CURB PER PERVIOUS PAVER DETAIL SECTION- SIOONIA STREET WIDENING NOT TO SCALE Q�(3F ESJ ! Vr, c` T G LA N0. 80356 rn Exp. 12/31 /20 PASM' 0 LE 'As ORET SUNNITER ASS MATES �� ®C� ATES v n Diego I Solana Beach I Orange County cA�.��� Phone 858.259.82121 .pisaengineedng.com DESCRIPTION --- r BENCHMARK AS -BUILT APPROVALS i r r ENGINEERING x d DESCRIPTION: POINT NO. 1023 LOCATION: 2.5!BRASS lMEDIAN ISLAND < X 1 BLVDLY OF LEFT TURN.s OF TYLERLAWSONDATE • 80356 --Z/- - ' J Il a I ■ d ■ r a 1 DATE IMPROVEMENT PLAN FOR: FOX POINT FARMS d d RDENS DRIVE PLANNING CASE NO: 3524-2019 MULTI r f 36-2021 ISLAND GORE NOSE AT QUIAL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: !.417 !' i :r SENIOR ENGINEER DATE SHEET 03 OF30 N .z RR SEWER LATERAL TABLE m • mm 1 2.0% um ma mm FLG X POADAPTER PUBLIC 80 Pvc TEST PLATE FOR PRESSURE WATER MAIN & CHLORINATION TESTING TBLOWOFFASSEMBLY 8'FLGXFLG PER WAS WB-06 RESILIENTWEDGE GATE VALVE 2' BLOW OFFASSEUSLY PER WAS WB-06 2"MAR PER WAS WA-07 104 PVC PIPE 10"PVC PIPE JOINT RESTRAINT JOINT RESTRAINT SYSTEM SYSTEM n w w 4'MIN A 4'MIN EXISTING 100AC EXISTING 10"AC WATER MAIN PER -1 , \ WATER MAIN PER DWG. NO, 3251-1 FLGXPOADAPTER DWG, NO. 3251-1 TRANSITION 10'FLGxPO TRANSITION 100 10'x 8FLG RESILIENT WEDGE CQUPIING TEE WI THRUST GATE VALVE COUPLING BLOCK (16 1 SFMIN) PER WAS WT-01 WATER MAIN CONNECTION DETAIL - SIDONIA STREET NOT TO SCALE Z B, 0.1MAR, (PER PLAN) PROPOSED PRIVATE END CAP AND THRUST SERVICE CONNECTION @ BLOCK PER WAS WT-01 WATER MAIN (SIZE PER PLAN) 0. w—w—w—w- 3,0' MIN MIN w -TPROPOSED PVC w 2,0'_ WATER MAIN (SIZE PER PLAN) WATER MAIN END CAP DETAIL I PUBLIC 80 PVC WATER WIN FLGXPOADAPTER TEST PLATE FOR PRESSUREAND CHLORINATION TESTING 6'FLGXFLG IENT WEDGE GATE VALVE HOT TAP 8'FLG C 6 TEST H E GA L FL ES T 0 IL GATE HOT THRUST BLOCK (16.1 SF MIN) PER WAS WT-01 EXISTING 16'PVC EXISTING 16'PVC WAFER MAINPER-1 WATER MAIN PER DWG. NO. 4457-1 DWG. NO. 4457-1 \�EXISTING GUTTER 2-MAR ASSEMBLY EXISTING CURB PER WAS WA-01 WATER MAIN CONNECTION DETAIL -QUAIL GARDENS DRIVE NOT TO SCALE 00000e*� CL PL 3.0'MIN 40' 4,0' u- 1 Z 00 LL PROP PERVIOUS PAVERS Lu C.1) PER DETAIL SHEET 3 ZE cu:jl 20% t6 -I 1 2.0% EX. 2"AC PAVEMENTJ OVER 10"CLASS N BASE REMOVEAND REPLACE 2" AC PAVEMENT OVER 10" CLASS N BASE r PROP 6" CURB PER G-01 1.5% 116"MIN AND IRRIGATION PLAN t5% \PROP 4 " SUBDRAIN PER PERVIOUS PAVER DETAIL SHEET3 OP FLUSH CURB PER PERVIOUS PAVER DETAIL SHEET3 "EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES DEDICATED PER MAP NO. 13356INFAVOROFTHE CITY OF ENCINITAS ('A-� SECTIONA - FULL DEPTH SECTION REPLACEMENT NOT TO SCALE 0 • DESCRIPTION APPROVED BENCHMARK AS -BUILT APPROVALS mull: ENGINEERHOG DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. - - ---- --- DESCRIPTION: POINT NO. 1023 LOCATI ON: 2.5" B THE MEDIAN ISLAND PASS DISC IN lj OF LEUCADIA BLVD 141'WESTERLY OF LEFT TURN PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12131/22 1� RE Mm��E A )ROVED: 14 A , I �Fjjli�; Q�L fill 4�1 lhlmfifON T. BANKSTON ALT =NGINEER /bly, / I DATE DATE IMPROVEMENT PLAN FOR: FOX POINT FARMS 1150 QUAIL GARDENS DRIVE APN: 254-612-12 PLANNING CASE NO: 3524-2019 MULTI L V-13936-2 ® G LAWSON DATE ORE NOSE AT QUIAL GARDENS DR FROM: ROS 18416 ELEVATION: 320.417 DATUM: NAVD 88 i SENIOR ENGINEER DATE 9- 2 E Lm. 0. SEE SHEET 11 I 9 PROFILE VIEW PRIVATE QRIVEWAYA SCALE: HORZ: i"=20' GRAVELPAVE PARKING LOT VET: I"= 4' SEE SHEET 13 _1�y m- PUBLIC SEWER-iATA k- TABLE ® t � t PVC# 5 t�l i lu i'' riif # i s PUBLIC WATER DATA TA 6L E ilf • x IiiRlNi:.1.�dAilw"iiii�l�.l. a S� 305, DR14 PVC CLASS# i #8-PVC CLASS 305, DR14 WATERix DATA TABLE - I `iPRIVATE iS L �NA�!•1♦1' s; 6 �-inn ASS 305,DR14 ' rr I o IIVI 6-PVC CLASSI� # A05 Yi �f t • trx# Lam:, CENTERLINEDATA TABLE (PRIVATE ROA 30000100" PRIVATE ROAD D 20( 40' 60' SCALE: P=20' E. RIy {{VA f is ii(Vs�TE RtvA t E a y 5„ OETE ? VATE 7 � �7UAL;_4a C 4� E1R SI C 2" WADER (�DINDICATES PRIVATE ACCESS FOR THE BENEFIT LOTS 3 AND i PER FINAL A# INDICATES EASEMENT „ SEWER LINES TO THE x SANITARY DISTRICT PER FINAL 't# (:DINDICATES EASEMENT FOR WATER LINES AND APPURTENANCES TO THE x i f WATER DISTRICT PER FINAL 'I.r INDICA TES PEDESTRIAN ACCESS EASEMENT TO THE CITY OF A PER FINAL x • INDICATES PRIVATE DRAINAGE x r FINAL A# INDICATES EMERGENCY VEHICLEACCESS EASEMENT PER DOC. NO. INDICA TES UTILITYACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINALd r SHOWNUTILITY NOTES: 1. PRIVATE ON -SITE GRADING AND STORM DRAIN SHOWN FOR REFERENCE ONLY. FOR MORE INFORMATION SEE DRAWING NO LDEV-013935-2021. Z EXISTING UTILITIES a# A+ ♦ r BESTAVAILABLE RECORD INFORMATION, EX4CT HORIZONTAL AND VERTICALLOCATIONyaO� ii UTILITIES ARE UNKNOWN. CONTRACTOR TO FIELD VERIFY R TO RDERING MATERIALS AND BEGINNING sNSTRUCTION, CONTRACTOR TO NOTIFY OF WORK OF ANY DISCREPANCIES ACTUAL X i AND PLAN LOCATION OF UTILITIES UPON DISCOVERY DISCREPANCIES. FOR EXISTING UTILITIES WITHIN SIDONIA STREET SEE SAN DIEGO COUNTY DRAWING NO. 3251-1 AND L-6846. 4FOREXISTING UTILITIES WITHIN LEUCADIA BOULEVARD AND QUAIL GARDENS DRIVE SEE DRAWING CITY OF DRAWING Ax SEWER PIPE CROSSES ANOTHER j *r PIPE UTILITY TRENCff, THE SEWER CONTINUOUSPIPE SECTION SHALL BE DESIGNED TO SPAN THE UTILITY TRENCH AND MUST BE • A MINIMUM OF 10 FEET 1 EITHER SIDE OF THE TRENCH O. Y PIPE # # 6, ALL PIPES SHALL BE DESIGNED TO WITHSTAND H-20 HIGHWA Y LOADING. 7 FOR PLANTING AND IRRIGATION WITHIN THE PUBLIC RIGHT OF WAY SEE 4I No. 80356 i E, 4'. N_ W. � xDESCRIPTION IDIVISION i � A,.1. AS-BUILTAPPROVALS ENGINEEi# s • F' R f!�� . is ::, is -. Al ; - � Ili �.. DESCRIPTION: w LOCATION: BRASS OF LEUCADIA r WESTERLY OF LEFT TURN X A ! b A ' PLANS PREPARED w .: 80356 -7 r r X 12131122 ,. EC?MM .u.� . .y 1 t 1 (AbTING CITY ENGINEER A X . ► a PLAN • ■ '' INT FARMS PLANNINGX e # :1 ; • ,. .. II I1IISLAND GORE NOSE AT QUIAL GARDENS DR RECORD FROM. ROS 18416 ELEVATION:32o.;17 As# SENIOR ENGINEER DATE rs. Mri�JlRJrr 3 • HEET p OF r: r N F , .0 f f i � h x R"'R ks. x # k us ' ,. .. { ".. ,. , :• : :y s a ,. �- r , _ , ;, �. , ,. ,. ; ♦gap( v f.. ,.i f '�yq yy � %J jp,.ypvregy➢,'YO „. < ., fY „ { F } 3 , is 4: } 4 MrAU, �px [�{pEASLY, pg�ERWA to �: _ ,, ...,. ,q,r 'fix #p fig{ gR ±g {,fig( ALLPRIM J RJ9:x'C9i;Y�°4 %°�WIE er 3ir�;f,^,i"96# Pi . � +: �++, °" gg. . z ". 3 ,. -,' 0 - k, ,.:.'' f $pg . .: ,.: } :... „ .+°4, # TAL E� t PER 0B.06 } « x i I OP PEP 04 3 4 j i z g.g..t WIRUS.L /."S��Aft . w�y.i ,yg +y�{{31. e ", yp} ,. F :' ....ft£ggey}n!'�q+,}Y, Q yy :. V. M+e.'f �dJ'3W. �'$ A V e ;. t ORIZ .' SEW W YA1'�i ,' SCALE: 1',. {{ as as � a aa, ms e �ffl PRIVA DRIVEWAY SEESHEE Rmm f 1 mj� F J 7, DATA Hp. 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AS -BUILT APPROVALS - I TYLER G LAWSON DATE I SENIOR ENGINEER DATE l I - I _____ ! zjvlww��vlmv"v I EmElloweliN gla _0120102w� __ ENGINEERING DIVISION APPROVALS "I 1-1- 11 11 ­ "I ­­11-11 , 1111-11111 " __ RECrME ED- RiVED: 5 I 1 � ir v I ) �4� IV 6pwmac i JIM KkOWLTON +� T. BANKSTON � I ACTING CITY ENGINEER - I I � DATE DATE ____ ____ F I CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT 1IMPROV h NTPLANFOR: t FOX POINT FARMS . I � 1150 QUAIL GARDENS DRIVE APN: 254-612-12 , PLANNING CASE NO3524-2019 MULTI i I Wvl=lv[c%l 91M i i I i ,i 1 i , � i i � I , LDEV-013936-2021 , I i I ; I I 1 i ; i i —, - — ___ IIIIIIIIIIII10W I PLANS PREPARED UNDER SUPERVISION OF I DATE� 1-1-7- i _7,- _ I I I R,C.E. NO.: 80356 _2z .2-- / TYLER G LAWSON EXP: 12/31/22 i I I i : LSLAND GORE NOSE AT QUIAL GARDENS DR i i 1 r RECORD FROM. RO§ 1841-6 I 11 li ELEVATION: 320,417 DATUM: NAVD 88 1 i i . i � I I 1 __ I SHEET 14 OF 30 i i LEUCADIA BOULEVARD SEE SHEET 20 a Zc t � k 2 `J N - EPLACE O A Qom,. GUTTER I A0 s s / PROFILE: SIDONIA STREET SCALE HORZ� 1'- 20' VERT.' 1" = 4' FlVjFATg .► r 843 't% ¢sa t , ,». ..�� .,. ro.... V.v .......< ... Pon. FROM STA 11+73.79 TO 14+00.00 TC 18.0' RIGHT = CL ELEVATION + 0.86' �t t . .a T I I Fj �XX3Q9.46 FS f�..... E P ` EX. TRAFFIC SIGNAL AND UTILITY NOTES: MONUMENT NOTES 1. PRIVATE ON -SITE GRADING AND STORM DRAIN SHOWN FOR REFERENCE ONLY. A, FOUND LEAD & DISK "RCE 23956" SET FOR MORE INFORMATION SEE DRA WING NO. LDEV-013933-2021. 2. EXISTING UTILITIES SHOWN HEREON ARE PER BESTAVAILABLE RECORD AT 9.75' OFFSET PER R1 FLUH6" CUE INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING PER G-01 UTILITIES ARE UNKNOWN. CONTRACTOR TO FIELD VERIFY PRIOR TO ORDERING FOUND LEAD &DISK "LS 6922 BO INC" MATERIALS AND BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER AT 9.75' OFFSET PER R4 FLUSH OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAIN FOUND 2"IRON PIPE WITH DISK "LS LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCIES. 5347N DOWN 0,1' 3. FOR EXISTING UTILITIES WITHIN SIDONIA STREET SEE SAN DIEGO COUNT}' DRAWING N0.3251-1 AND L-6846. FOUND STANDARD M10 STREET 4. FOR EXISTING UTILITIES WITHIN LEUCADIA BOULEVARD AND QUAIL GARDENS CENTERLINE MONUMENT WITH PUNCJ DRIVE SEE DRAWING CITY OF ENCINITAS DRAWING 4457-I. NO RECORD 5. WHEN A SEWER PIPE CROSSES ANOTHER PIPE OR UTILITY TRENCH, THE SEWER PIPE SECTION SHALL BE DESIGNED TO SPAN THE UTILITY TRENCH AND MUST BE REFERENCES rA CONTINUOUS FOR A MINIMUM OF 10 FEET ON EITHER SIDE OF THE TRENCH OR R 1- MAP 13356 PIPE CENTERLINE. R4 - MAP 13822 `~ LIJ 6, ALL PIPES SHALL BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADING. LU 7, FOR PLANTING AND IRRIGATION WITHIN THE PUBLIC RIGHT OF WAY SEE LANDSCAPING PLANS. 8, ALL EXISTING MONUMENTS TO BE PROTECTED IN PLACE, ANY MONUMENTS Lu DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY LICENSE? LAND Lu � SURVEYOR AND PROPER DOCUMENTATION SHALL BE FILED WITH THE COUNTY RECORDER, 9. PRIOR TO ANY WORK IN LEUCADIA BOULEVARD AND SIDONIA STREET, AN ENGINEERED TRAFFIC CONTROL PLAN MUST BE REVIEWED AND APPROVED. EASEMENT NOTES C1 INDICATES PRIVATE DRAINAGE EASEMENT PER FINAL MAP PUBLIC SEWER DATA TABLE �I�U SIR-35 s DATA TABLE # + es �tRMf , # j � �{ F � ai♦IIIYIk� j��'��iillilbw� Ian■ l� �f ♦ � r • ♦t 11 1� 1" #� I I',,! '�„I" C i � EASERENTS OF RECORD CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES DEDICATED AND ACCEPTED PER MAP NOJi 13356 RECORDED SEPTEMBER 4,1996, AS FILE NO, 199t-448340 OF O.R. 10 CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR LANDSCAPE MAINTENANCE PURPOSES RECORDED DECEMBER 17, 2002, AS DOC, NO.2002-01153620 OF O.R. OWN- 0 20' 40' 60' ,QFESSIp, G Lq� SCALE: 1"-20' A� No. 803 6 + Exp. 12/31 /20 :r CIv�\-' aA DESCRIPTION II II MITI III t s r BENCHMARK AS -BUILT r r ENGINEERING DIVISION APPROVALS a �u ■ �! RIPTION: POINT NO.t _ w BRASS LAND LOCON, OF LEUCADIA 13LVD 141'WESTERLY OF LEFT TURN t #.• r !M1Yi ! ♦ PLANS PR I,/ ly, TYLER G LAWSON EXP,: 12131/22 $ ■s■� MVED jFN l rN ILTON DATE DATE r y ' :.PLAN FOXIA 1150 QUAIL GARDENS,RIVE PLANNING CASE NO: 3524-2019 MULTI 1! ! • a ISLAND GORE NOSE AT QUIAL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: 320,417 DATUM: NAVD 88 SENIOR ENGINEER DA E SHEET 15 OF 30, I I !'I ilp I� I PI I I 1 1111 111111 111 111111! 11111! 11 1 !!11111111111 lII 1 1 1 1 IIIII�pljjpl lilligglairl ril imm �PWCMWDf DATA TABLE —11 1�}p9p�z�r,4.1' l a l F %� �J�' q 4 *Yv 4Yd qtt 'Wyipi'�r ��y'rylaags431 3 r ,. Di } yt/6yAr' N 4 01 +�6! W 1 , a Ti LENGTHS "BEVEL ONE END CHANGE NO. DESMPTION ...,. _.... ... OF'LEUCADIA ...... .. ... ...... .... .. ... ...... ..... ....... .. rya. :.., ;p '' ;y�.p }$$y���✓' fma(ggygE E'M.tr¢�WyrP�.yr. ELEVATION: iJ.atAE9 P0000_O4 E I Rd 14F3013 4V. .... +%J &te✓PAA " MAX ASSUILT APPROVALS ENGINEERING Oe$ Tr L LAN INTHE MEDIAN ISLAND PVSLIC WORKS F DATE. FOX POINT FAR" rERLY FT W .. tR. � gppp�}g ` EN E IREVIEWER p( ggg 80356 yyii 9 APN:264-612-12 a jj TYLER G LA EXP.: ` 2/3 �'e�+��pp � }gyp g� Jli aF ,� _ • � 1 2 +� s 7- EX. TRAPEIC SIGNAL ANDI Qs TOP OF 4" i AS$ 2 5-PVC,PV f WATER MAIN = � 3 Z , . r 3 agon i' I "01- t� r 40' .0 1■II IMI� w11 II■11 111111 =ri fz1ffe r r fj FO! 2 EX) MA OF 3. t FO) GH 0 I '., ---------- PRIVATE WATER DATA TABLE �� fNI■III��I I I�I� I, I II W UTILITY CONSTRUCTION NOTES: INSTALL 2` BO VALVE ASSEMBLY PER WB-06 INSTALL 2' MAR ASSEMBLY PER WA-07 PROPOSED TREE PER PLANTING PLAN INSTALL PRIVATE I" COPPER WATER SERVICE PER WS-01 38 INSTALL 24" DUCTILE IRON SPOOL .BETWEEN ANGLE POINTS EASEMENT NOTES; I�) INDICATES PRIVATE ACCESS EASEMENT FOR THE BENEFIT OF LOTS 3 AND 4 PER FINAL MAP INDICATES EASEMENT FOR SEWER LINES TO THE ENCINITAS SANITARY DISTRICT PER FINAL MAP INDICATES EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT PER FINAL MAP 4 INDICATES PEDESTRIAN ACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP INDICATES PRIVATE DRAINAGE EASEMENT PER FINAL MAP INDICATES EMERGENCY VEHICLE ACCESS EASEMENT PER DOC. NO. % INDICATES UTILITY ACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP____ {3 EASEMENTS OF RECORD C> Uj CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR ROAD AND t_1 PUBLIC UTILITY PURPOSES DEDICATED AND ACCEPTED PER MAP 0) NO. 13356 RECORDED SEP7EUBER 4, 1996, AS FILE NO. << 1996-448340 OF O.R, <C ww 1O CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR LANDSCAPE 3- 5 u. MAINTENANCE PURPOSES RECORDED DECEMBER 17, 2002, AS DOC. NO.2002-01153620 OF O.R. aCN w SS/O 00 G L yy �t CL is a- N. $(i356 Exp. 12/31 /2a PASCO mINNAURET S' munITER r vk\- San Diego I Solana Beach I Orange County A° \� Phone 858.259.82121 www.pisaengineedng.com DESCRIPTION _ --- a y II BENCHMARK A S-BUILT APPROVALSYImm Me .Y## y I r r DRAWING , s DESCRIPTION: i;' BRASSLOCATION: 2.5" MEDIAN ISLANDFOX OF ;. Y BLVD 1 •I ! O R.C.E. NO.: 80356 TYLER G LAWSON I! a.� 1 AD'PR t� JIMBANKSTO� ITY ENGINEER 41 DATE DATE POINT FARMS ISO QUAIL GARDENS DRIVE •' 12 I IF i i ; ..:; i DAT ISLAND GORE NOSE AT QUIAL GARDENS DR RECORDJXNOWLTO FROM.• S 18416 ELEVATION: 320.417 DATUM. NAVD 88 SENIOR ENGINEER DATE I�■�t ow MAW , V7 ril TD4 T/ OA(6 4S/k • BMP-A2 311 -313 MIR PRIVATEDRIVEWAYA SEE SHEET5 PLAN VIEW- PRI VA TE WA TERL INE SCALE: I " = 20' -4- .... ....... I I 111189mm FA JEJ PRIVATE WATER DATA T113LE 4 " PVC CLASS 235, DR 18 Y, EASEMENTS OF RECORD CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES DEDICATED AND ACCEPTED PER MAP NO. 13356 RECORDED SEPTEMBER 4,1996, AS FILE NO, EASEMENT NOTES.• INDICATES PRIVATE ACCESS EASEMENT FOR THE BENEFIT OF LOTS 3 AND 4 PER FINAL MAP INDICATES EASEMENT FOR SEWER LINES TO THE ENCINITAS SANITARY DISTRICT PER FINAL MAP INDICATES EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT PER FINAL MAP INDICATES PEDESTRIAN ACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP INDICATES PRIVATE DRAINAGE EASEMENT PER FINAL MAP (�E) INDICATES EMERGENCY VEHICLE ACCESS EASEMENT PER DOC. NO. INDICATES UTILITYACCESS EASEMENT TO THE CITY OFENCINITAS PER FINAL MAP UTILITY CONSTRUCTION NOTES: (DINSTALL 2' 60 VAL VE ASSEMBL Y PER WB-06 INSTALL 2' MAR ASSEMBL Y PER WA-07 INSTALL 3' METER AND VAULT PER WAS WS-05A&B. CONTRACTOR TO INSTALL FLANGED EPDXY STEEL SPOOL WITH TEST PORT ON THE UP LEG OF THE RPDA INSTALL PRIVATE 3" RPDA PER WR-02 INSTALL PRIVATE 8" RPDA PER WR-02 @ PROPOSED TREE PER PLANTING PLAN (2) INSTALL GRAVELPAVE PER DETAIL SHEET (2) INSTALL PRIVATE P COPPER WATER SERVICE PER WS-01 41 INSTALL 4'X3"FLGXMJD1 REDUCER Ess/ ti A� Lj Co. 80356 Uj Exp, 12/31/ZO., PASCO mmammRET S"UmITElowlsk SMATES SCALE: I"=20' ca�,�` San Diego I Solana each I Orange County Phone 858.259.8212 1 www.pisaengineering.com DESCRIPTION ------ Ali BENCHMARK AS -BUILT APPROVALS ilk ENGIN EERING DIVISION APPROVALS NINE 11111 DRAWING NO 1 DESCRIPTION: POINT •NO. 1023 LOCATION, 2.5" BRASS DISC IN THE MEDIAN ISLAND OF LEUCADIA BLVD 141'WESTERLY OF LEFT TURN PLANS PREPARED UNDER SUPERVISION OF DATE: 7— R.C.E. NO.: 80356 LAWP i SON EX.: 12/31/22 RECN&Mfm DE Pp RBVED: yj JIM iKNOT. NK)AII BAS TON ING C. EN INEER - Y j DATE DATE IMPROVEMENT PLAN FOR: FOX POINT FARMS 1150 QUAIL GARDENS DRIVE APN: 254-612-12 LANNING CASE NO: 3524-2019 MULTI LDEV-013936-2021 TYLER G LAWSON DATE SENIOR ENGINEER DATE I ISLAND GQRE NOSE AT QUIAL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: 320.417 DATUM: NAVD88 -J, to] SHEET 19 OF 30 0 a IF ... . . ...... ....... DETA IL 's . . ...... .. .. .. ..... Je, .......... - ----- . . .... ... ........ --j-, J r. . ..... ..... ....... ..... . 21 216 40, .... ... .... ..... .. ...... .. .. .......... 28�00, PROFILE: LEUGADIA BOULEVARD SCALE, HORZ: I " = W VERT: 1'=4' MIT00011TIM11 PA ol fM P"T 'FAR" A APW 264 12 11 11p, I p 111111 111111111p 111111 11111,11111111111111� 11111pill I I I I ill I 11! 1111!! 111 1 ii Im MW Fwalv" I I == 4 WA TI MONUMENT NOTES FOUND STANDARD MIO STREET REFERENCES CENTERLINE MONUMENT WITH PUNCH RI - MAP 13356 PERRI, PROTECT IN PLACE A5FOUND LEAD & DISK "RCE 23956" SET AT 9.75i OFFSET PER R I FL USH6"CURB PER G-01 IN mamt 2, 73 �3 IS �T6 (318.27 FL) 0" CURB 318,65 FL (318.43 FL) EASEMENTS OF RECORD DI RELS, INC HOLDER OF AN EASEMENT FOR INGRESS AND EGRESS, FENCING, PARKING, UTILITIES, LANDSCAPING & DRAINAGE PURPOSES RECORDED JANUARY 22,1999 IN DOC. NO. 1999-0036121 OF 0. R. CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR PEDESTRIAN ACCESS PURPOSES PER MAP NO. 13356 RECORDED SEPTEMBER 4, 1996, AS FILE NO, 1996-448340 OF O.R. EX, AC TRAIL WITH 4 PCC TRAIL PROP. 6" G-2 CURB AND GUTTER (31&96FL) N LOT I W11-11VU, EKSTREET-L"IG, err ' T", A N)5' " PULL BOX TO REMAIN ffi U I Al I L GARDENS I I I . 6RIV E CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES DEDICATED AND ACCEPTED PER MAP NO 13356 RECORDED SEPTEMBER 4,1996, AS FILE NO 1996-448340 CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR LANDSCAPE MAINTENANCE PURPOSES RECORDED DECEMBER 17,2002, AS DOC. NO2002-01153620 OF O.R. (319,16 FL) Av M SCALE. I"= 20' UTILITY CONSTRUCTION NOTES: LIMITS OF TRENCH RESURFACING PER SORSD G-24A, PIPE BEDDING LIMITS O F S A WCUT PROPOSED TREE PER PLANTING PLAN I a /-If IV 4- %jlr_v 14 _v"r 9 FA IE PRIVATEDRIVEWAYA UTILITYNOTES: t PRIVATE ON -SITE GRADING AND STORM DRAIN SHOWN FOR REFERENCE ONLY. SEE SHEET 6 FOR MORE INFORMATION SEE DRAWING NO. LDEV-013935-2021, 2 EXISTING UTILITIES SHOWN HEREON ARE PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES ARE UNKNOWN, CONTRACTOR TO FIELD VERIFY PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION CONTRACTOR TO NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERYOF DISCREPANCIES 3. FOR EXISTING UTILITIES WITHIN SIDONIA STREET SEE SAN DIEGO COUNTY DRAWING NO. 3251-1 AND L-6846. LOT2 4, FOR EXISTING UTILITIES WITHIN LEUCADIA BOULEVARD AND QUAIL GARDENS Abo DRIVE SEE DRAWING CITY OF ENCINITAS DRAWING 4457 4 5, WHEN A SEWER PIPE CROSSES ANOTHER PIPE OR UTILITY TRENCH, THE SEWER 14 PIPE SECTION SHALL BE DESIGNED TO SPAN THE UTILITY TRENCH AND MUST BE 7— 0,0' l CONTINUOUS FOR A MINIMUM OF 10 FEET ON EITHER SIDE OF THE TRENCH OR P, TYAt-A CURB PIPE CENTERLINE. RAMP PEIV-27 6. ALL PIPES SHALL BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADING, AND TRUACA TED 7 FOR PLANTING AND IRRIGATION WITHIN THE PUBLIC RIGHT OF WAY SEE ----------- LANDSCAPING PLANS. & t ALL EXISTING MONUMENTS TO BE PROTECTED IN PLACE. ANY MONUMENTS 7 DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND PROPER DOCUMENTATION SHALL BE FILED WITH THE COUNTY ------- ------ RECORDER. 9. PRIOR TO ANY WORK IN LEUCADIA BOULEVARD AND SIDONIA STREET, AN , Pit SEWEREMAIN ENGINEERED TRAFFIC CONTROL PLAN MUST BE REVIEWED AND APPROVED. PA`OP, PUBLIC 8'PVC ... .. .. .... .......... WATER MAIN, SEE SHEET 6 --- -------- ..... ...... EASEMENT NOTES: CONNED TO EX. 16" PVC WATT MAIN, SEE INDICATES PRIVATE ACCESS EASEMENT FOR THE BENEFIT OF 951 &6AILSHEET4 LOTS 3 AND 4 PER FINAL MAP y", INDICATES EASEMENT FOR SEWER LINES TO THE ENCINITAS SANITARY DISTRICT PER FINAL MAP .............. ......... (:DINDICATES EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT PER FINAL MAP (DINDICATES PEDESTRIAN ACCESS EASEMENT TO THE CITY OF ENCINITAS c PER FINAL MAP fi (a:) INDICATES PRIVATE DRAINAGE EASEMENT PER FINAL MAP INDICATES EMERGENCY VEHICLE ACCESS EASEMENT PER DOC. NO. (DINDICATES UTILITY ACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP 0 2040' 60' SCALE' 0' No. 80356 Exp. 12/31/20 _CIW� WE= ITS, it-•, f 11 •DESCRIPTION w_A* Sul MITI BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS A 61;Qw-i zm4q*j1l1;li" DRAW N DESCRIPTION: POINT NO. 1023 LOCATION: 2.5" BRASS DISC IN THE MEDIAN ISLAND OF LEUCADIA BLVD 141'WESTERLY OF LEFT TURN PLANS PREPARED UNDER SUPERVISION OF i E: -1-11 R.C.E. NO.: 80356 2v-t,- :�-- TYLER G LAWSON EXP.: 12/31/22 RE);MME ED: APPROVED: i — --- OWL: AT. BANKSTON A ING QI INEER TY ENG 2-/14/22- DATE DATE 1IMPROVEMENT PLAN FOR: I FOX POINT FARMS 1150 QUAIL GARDENS Di APN: 254-612-12 PLANNING ASE NO: 3524-2019 MULTI LDEV -013936-2021 1 TYLER G LAWSON DATE i GORE NOSE AT QUIAL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: 320,417 DATUM: NAVD88 SENIOR ENGINEER DATE SHEET 21 OF 30 TR "I _r 0 <N w � m co �tn co tp OD u_ cq N C9 X OD co _L0 n JAA(;llVk JQU;13084 NOLEN COMMUNITIES FOX POINTICIVILIDRAWINGIIMPROVEAIENTPLANSIP&PIC3DI3084-CV-IMPjR-gJRMDWG PLANTING 1. CONTRACTOR SHALL REVIEW PLANTING NOTES AND SPECIFICATIONS SOIL PREPARATION AND SOIL MANAGEMENT REPORT BEFORE BEGINNING WORK. 2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS A. THE CONTRACTOR SHALL PREPARE A SOIL MANAGEMENT REPORT PRIOR TO BEGINNING WORK. REQUIRED BY CITY CODE SECTION 23.26.070. B. THE CONTRACTOR SHALL SUBMIT A DIGITAL DOCUMENT WITH THE . ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF FOLLOWING COMPILED INTO ONE SOIL MANAGEMENT REPORT: THE CITY OF ENCINITAS AND THE TECHNICAL SPECIFICATIONS FOR a. A MAP OF ALL SOIL SAMPLE LOCATIONS. A MINIMUM OF ONE THE PROJECT. SOIL SAMPLE PER CONSTRUCTION PHASE, AND ONE SOIL 4. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY SAMPLE PER SEVEN LOTS (APPROXIMATELY 15%) I DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS REQUIRED. PRIOR TO BEGINNING WORK. b. COPIES OF ALL SOIL ANALYSIS REPORTS AND LAB RECOMMENDATIONS FOR AMENDMENTS AND MULCH. 5. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR c. COPIES OF LANDSCAPE SUBMITTALS FOR ALL IMPORT SITE STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% SOILS, ONSITE SOIL AMENDMENT PRODUCTS, AND MULCH. DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE C. SOIL TEST: STRUCTURES OR TO STREET (SEE ENGINEERS GRADING AND a. AFTER ROUGH GRADING CONTRACTOR SHALL PROVIDE SOIL DRAINAGE PLAN), CONTRACTOR SHALL NOTIFY OWNER'S TESTS. REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING b. SOIL SAMPLES SHALL BE TAKEN AT 6" TO 10" DEPTH, MIXED DRAINAGE. TOGETHER TO REPRESENT AN ADEQUATE CROSS SECTION 6. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING OF CONDITIONS. c. SOIL TEST SHALL BE CONDUCTED BY WALLACE LABS, INC. OR PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. APPROVED EQUAL. 7. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE d. SOIL TEST SHALL INCLUDE TESTS FOR SOIL FERTILITY, CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL AGRICULTURAL SUITABILITY, ORGANIC CONTENT, N, P, K; PH; PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. EC; SOIL TEXTURE; AND RECOMMENDATIONS FOR 8. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR AMENDMENTS, LEACHING, MULCHING,AND MAINTENANCE OBSERVATION AT THE FOLLOWING TIMES: FERTILIZATION. Is. CONTRACTOR SHALL FURNISH THE LANDSCAPE ARCHITECT -MAINLINE - PRIOR TO BACKFILL AND PRESSURE TEST AND THE OWNER'S REPRESENTATIVE WITH A COPY OF TEST -LATERAL LINES - PRIOR TO BACKFILL RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS / SOIL PREPARATION PRIOR TO INSTALLATION -CONTROL WIRES - PRIOR TO BACKFILL D. SOIL PREPARATION: -TREE LOCATIONS - PRIOR TO PLANTING a. SOIL PREPARATION SHALL OCCUR NOT MORE THAN 30 DAYS PRIOR TO PLANTING, ALL PLANTING AREAS WITH ASPHALT, -IRRIGATION COVERAGE -PRIOR TO PLANT PLACEMENT ENGINEERED FILL OR OTHER DELETERIOUS MATERIAL SHALL -PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING BE THOROUGHLY DUG OUT THROUGH SUB -BASE MATERIAL -PRE-MAINTENANCE APPROVAL AND BACKFILLED WITH TOPSOIL, b. THE AMENDMENTS ARE TO BE MIXED INTO THE TOP 6" OF -POST-MAINTENANCE/FINAL APPROVAL. SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS THAN 3:1. MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF c. THE FOLLOWING AMENDMENT MIXES ARE FOR CONTRACTOR HIS/HER CREW. BID PURPOSES (AND TO BE MODIFIED PER SOIL ANALYSIS RECOMMENDATIONS AS NECESSARY): 10. SOIL AMENDMENTS AND LEACHING - SEE SPECIFICATIONS i. BID MIX FOR SHRUB BED AND TURF AREAS: 11. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PLANS. UNDER PLANT ALL TREES WITH THE ADJACENT SHRUB AND/ PER 1000 SQUARE FEET: OR GROUNDCOVER AS INDICATED BY THE PLANS. PLANTS SHALL BE ® 4 CU. YDS. NITROGEN STABILIZED ORGANIC INSTALLED WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO AMENDMENT'HUMIC COMPOST' BY AGRI-SERVICE WITHIN 12°` OF TREE OR SHRUB STEMS. (800-262-4167) OR APPROVED EQUAL. 20 LBS. GRO-POWER PLUS 12. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES * 100 LBS. GYPSUM SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR ii. BID MIX FOR PLANT PIT BACKFILL AREAS: SHALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE AS AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT FOLLOWS PER CUBIC YARD: TOTALS FOR BID PURPOSES. ® 70% OF NATIVE SOIL 13. ALL ROCKS AND DEBRIS ®INCH (2n) AND LARGER SHALL BE • 30% NITROGEN STABILIZED ORGANIC AMENDMENT: REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE TO A 'HUMIC COMPOST' BY AGRI-SERVICE ($00-262-4167) ORUAL. LEGAL SITE OF DISPOSAL. WHERE THE GRASS IS TO BE LOCATED, ALL APPROVED APPROVED EQ EQUAL. ROCKS AND DEBRIS ONE INCH (1") AND LARGER SHALL BE REMOVED 16 LBS E PLUS FROM THE SITE TO A LEGAL SITE OF DISPOSAL. 9 2 LBS. FERROUS SULFATE d. THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON -SITE 14. PERCOLATION TEST - SEE SPECIFICATIONS LOCATION PRIOR TO USE. 15. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY e. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY SURFACES AS STAINING WILL RESULT. CONTRACTOR IS WATERED. RESPONSIBLE FOR REMOVAL AND C LEAN UP TO CITY'S SATISFACTION. 16. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S f. LEACHING. CONTRACTOR SHALL ASSUME ONE ROUND OF REPRESENTATIVE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR SOIL LEACHING AND RETESTING OF LEACHED SOIL PRIOR TO AFTER PLANTING. PLANTING. PRIOR TO LEACHING; CONTRACTOR TO APPLY 17. TREE ROOT BARRIERS - SEE SPECIFICATIONS GYPSUM AND LEACH FOR A MINIMUM OF TWO WEEKS. g. APPLY SOIL AMENDMENTS RECOMMENDED IN SOILS TEST, 23. MULCH- SEE SPECIFICATIONS. EVENLY AND AT THE SPECIFIED APPLICATION RATES PER THE 25. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A SOIL TEST RESULTS. WEED AND DEBRIS -FREE CONDITION THROUGHOUT THE 90 DAY i. ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE ESTABLISHMENT PERIOD. CONSISTENCY. ii. SLOPES STEEPER THAN 31 SHALL BE RAKED, BUT SHALL NOT 26. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS RECEIVE SOIL AMENDMENTS EXCEPT AT EACH PLANT PIT SIMILAR TO THOSE OF THE PROJECT SITE. BACKFILL 27. IF ANY REQUIRED LANDSCAPE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS PLANS IS DAMAGED OR REMOVED EXISTING TREE LEGEND DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE SYMBOL BOTANICAL/COMMON NAME APPROVED DOCUMENTS TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT WITHIN 30 DAYS OF DAMAGE (PIN - ELD) PILAUS ELDARICA / AFGHAN PINE (TRI-CON) TRISTANIA CONFERTUS / BRISBANE BOX (SYA - ROM) SYAGRUS ROMANZOFFIANA / QUEEN PALM INDICATES EXISTING TREE AS CITY ASSET PLANTING LEGEND TREES BOTANICAL NAME COMMON NAME CONT QTY DETAIL + ARBUTUS X 'MARINA' ARBUTUS STANDARD 24" BOX 11 2/LC2.0 r � EXISTING TREE PROTECT IN PLACE - - �Y� PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX 17 2/LC2.0 61•16y 0 0 0 . ,. QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX 2 TRISTANIA CONFERTA BRISBANE BOX 24" BOX 16 BOTANICAL NAME COMMON NAME CONT QTY DETAIL AGAVE X 'BLUE FLAME' BLUE FLAME AGAVE 5 GAL 38 3/LC2.0 BOUGAINVILLEA X '00 LA LA' 00-LA-LA BOUGAINVILLEA 5 GAL 36 DODONAEA VISCOSA 'PURPUREA' PURPLE LEAFED HOPSEED BUSH 15 GAL 30 HETEROMELES ARBUTIFOLIA 'DAVIS GOLD' TOYON 15 GAL MAHONIA REPENS CREEPING MAHONiA 5 GAL 53 PRUNUS ILICIFOLiA LYONII CATALINA CHERRY 15 GAL 3 RHAMNUS CALIFORNICA 'EVE CASE' CALIFORNIA COFFEEBERRY 5 GAL 70 BOTANICAL NAME COMMON NAME CONT SPACING QTY DETAIL GROUND COVERS BOTANICAL NAME ElBACCHARIS PILULARIS 'PIGEON POINT' Tol SALVIA LEUCOPHYLLA 'POINT SAL SPREADER' mu6l � ROOT BARRIER QUANTITIES TREESTREE CITY ASSET ; �CITYASSET TREESPROTECTED ,PROPOSED �. NOTE: CITY ASSET TREES ARE BASED ON THE CITY OF 1 TREE TRACKER GIS WEBSITE 1 GAL 36" o.c. 240 3/LC2.0 CONT SPACING QTY DETAIL PIGEON POINT COYOTE BRUSH 1 GAL 60" o.c. ROSEMARY 1 GAL 30" o.c. Cal ___.N:wll aftof-Altell 117 1 /LC2.0 174 140 m PLANT QUANTITIES PROVIDED FOR REFERENCE FOR CITY REVIEW ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT �,_QUANTITIES TO MATCH SHOWN PLANS. 1 7%m7m7 �.P�'� P m 0 5 10 20 51 `�0 z SCALE: 1" 10'-0" yk� a - SIGNATURE 12-31-23 WA fi%laco LAKIt I !'&R IT'"R RENEWAL DATE r �� LIr 12-10-21 ,1 0, u LEN'' �j { ln1c�?e?3 J rI1NU Ec�3 s, DATE �,�WO q�F C I T I E S n CI I SolanaBeach I Orange County OF GA�IFG� ' ' ..N Phone 858.259.82121 www.pisaenginee(ing.com 1 DESCRIPTION a AS -BUILT A ENGINEERINGDIVISION APPROVALS 1 .s POINT DESCRIPTION: # ,. _ , 1!( '_■� DATE: I W Er ... # PLANFOR: PLANTING NOTES FOX POINT FARMS It■■IIIIIIIII� LID a N Q; U z �m00 Q ,f U z 0') U) `(0 00 ors d UJw w U)U)C � ui T J N o�U" 0z00 r_ ua IZ 11111 11 jr, 11 1 TREES BOTANICAL NAME COMMON NAME f A + ARBUTUS X'MARINA' ARBUTUS STANDARD 0 > EXISTING TREE PROTECT IN PLACE 4 A. y PLATANUS RACEMOSA CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA COAST LIVE OAK fflmil� BOTANICAL NAME, AGAVE XBLUE FLAME' SHRUB AREAS BOTANICAL NAME MUHLENBERGIA DUBIA GROUND COVERS BOTANICAL NAME %% j BACCHARIS PILULARIS'PIGEON POINT' P,rADSCAPt- 4 1, y BOA SIGNATURE 12-31-23 RENEWAL DATE 12-10-21 DATE CA wmus-2 N =__ i z L91Wf., 11 W-01 z f V : V-11 01; 4 10k I COMMONNAME BLUE FLAME AGAVA 0 101311110012 [WIVI:01III&RI I a Mi 9 Lom 9*1110 1901, 0TW I -q LP 1.1 LP-1, qjj' 171 LP -1.6 41, LAF:j LP-1.3 -41"e" LP-1A L 0 5 10 20 SCALE:MAP PASCO LARETSUITER ASSOCIATES LEIN C U San Diego I Solana Beach I Orange County Phone 858.259.8212 1 www.pisaengineering.com DESCRIPTION APPROVE BENCHMARK AS -BUILT APPROVALS DESCRIPTION: POINT NO. 1023 LOCATION: 2.5" BRASS DISC IN THE MEDIAN ISLAND A OF LEUCADI141'WESTERLY OF LEFT TURN BLVD PLANS PREPARED UNDER SUPERVISION OF DATE: 5209 L.L.NO.: A. JEFFREY T. BARR EXP.: 12/31/21 REC?�.ME ED, APPROVED. 11!!''00 J I M OWLT N T.BANKSTON A t TING CI;Y ENC41NEER -)-I/ 1 11 DATE DATE ;IMPROVEMENT PLAN FOR: I PLANTING PLAN FOX POINT FARMS 1150 APN: 254-612-12 PLANNING CASE NO: 3524-2019 MULTI SHEET 23 OF30 Im ISLAND GORE NOSE AT QUIAL GARDENS DR "111 I WWWWWWI RE 111 RECORD FROM: ROS 18416 ELEVATION: 320,417 DATUM: NAVD 88 SENIOR ENGINEER DATE avilaym-mm 0 C14 3f 0 w U<, ca < 0 Z < C1QQ U) Cl) 0<6 -s w < LJJ 5 ) U U) C'4 W LO < C\1 m: 00 , U*) 0 z (Q U-) < LO m a- 0- m . ....... . ... PLANTING LEGEND TREES BOTANICAL NAME. COMMON NAME + ARBUTUS X'MARINA' ARBUTUS STANDARD 0 > EXISTING TREE PROTECT IN PLACE 4 A. PLATANUS RACEMOSA CALIFORNIA SYCAMORE Rmimm GROUND COVERS �DSCAP,, A (-A SIGNATURE 12-31-23 RENEWAL DATE 12-10-21 DATE P, C, , � FO U 0F CL BOTANICAL NAME, AGAVE X'BLUE FLAME' BOTANICAL NAME WOR11 olilms COMMON NAME BLUE FLAWE AQAVE r6rolmlivireig A �20 . �50, Ml 0 A 0. p . 1:111:4:14 L "All I 0 5 10 20 SCALE: 1 10'-0" KEY MAP DESCRIPTION BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS ITS DRAWING NO. DESCRIPTION: POINT NO, 1023 - 11 LOCATION: 2,5" BRASS DISC IN THE MEDIAN ISLAND 1:1 OF LEUCADtA BLVD 141'WESTERLY OF LEFT TURN — PLANS PREPARED UNDER SUPERVISION OF i L.L.A. NO.: 5209 JEFFREY T. BARR EXP.: 12/31/21 ME ED JIM,�NOWLT ilgL T. BANKSTON A TIN EER G QIT GIN DATE DATE I 1150 QUAIL GARDENS DRIVE APN: 254-612-12 PLANNING CASE NO: 3524-2019 MULTI TYLER G LAWSON DATE ISLAND GORE NOSE AT QUIAL GARDENS DR RECORD FROM- ROS 18416 ELEVATION: 320.417 DATUM: NAVD 88 SENIOR ENGINEER DATE u") cq 0) z < 'co'4 U) 0 co < 0 06 co w w UJ P a) C\l 00 w j> < w Lo J�cqO _ r 00 ul) Uv?Z00 Lo m MATCHLINE - SEE SHEET LP-1.2 -D r , j , A A j + + + + fl T 4, Al ti E J, 'REMOVE EXISTING PALMS AND REPLACE WITH ARBUTUS. SHRUBS WITHIN TRADIUS OF THE PALMS MAY BE UZI REMOVED AND REPLACED WITH BARK MULCH TO'i MATCH EXISTING, ALL OTHER SHRUBS IN THE MEDIAN SHALL BE PROTECTED IN PLACE. LU z A' 0 0-1 a LV a_ LEuuAu b u. PLANTING LEGEND TREES + A 0 y 61 =11 �101 0 G 0 0 0 Aluffim;UA GROUND COVERS p,hADSCAPc _q -Ilk SIGNATURE 12-,AlITO-21 , OF cAO�0� 1111.•41-13 BOTANICAL NAME, AGAVE X'BLUE FLAME' • !QW3 _UK,* • A 0 5 10 20 SCALE: 1 " = 10'-0" C'"110111 OT 5, to 14 mrsm LIE 0 0 M M,,U,N 1 T I E' COMMON NAME BLUE FLAME AGAVE • WKNO 191,111AITMe1'.l r* �L, 0. j POINT SAL SPREADER PURPLE SAGE LP-1 P-1A �7 LP-1.5 KEY MAP PASCO LARET SUITER & ASSOCIATES San Diego I Solana Beach I Orange County DESCRIPTION A 1 PPROVED 1L BENCHMARK AS -BUILT APPROVALS M114AIR1151 RIMM�F1142" InTal �§I�: 11111541 ENGINEERING DIVISION APPROVALS 11j1jpp;!1q1�1 1j1L1;4j1M[' DRAWINGNO. DESCRIPTION: POINT NO. 1023 LOCATION: 2.5" BRASS DISC IN THE MEDIAN ISLAND OF LEUCADIA BLVD 141'WESTERLY OF LEF'I I UHN DATE: L.L.A. NO.: 5209 JEFFREY T. BARR EXP.: 12/31/21 REC U. OWLT6N L T. BANKSTON IING CITY E111GINEER A 2- DATE DATE PLANTING PLAN FOX POINT FARMS I 150 QUAIL GARDENS DRIVE APN: 254-612-12 PLANNING CASE NO: 3524-2019 MULTI SHEET 25 OF30 TYLER G LAWSON DATE ISLAND GORE NOSE AT QUIAL GARDENS DR RECORD FROM: ROS 18416 7 ELEVATION: 320.417 DATUM: NAVD88 SENIOR ENGINEER DATE REVIEWER Lf) C\j 0) C) Z C) UL) < 04 F- CO 00 < 'T < () 0) 0 LCC4) U) J U) 0 < J) 06 - W, <✓ LLJ F_ F- D --) U) 04 C\1 LU , 0 00 d) LO C14 5m 00 U') 00 U*) Ce) CL Lo CL PLANTING LEGEND TREES flo' + 3 0 A. y m 602110-IF-11 ,_ADSCAP� A 12-31-2 RENEWAL DATE 12-10-21 [ sQf o A Wi,4fA 0 mug -um- a- =- I WeiR;fa W-01 M Wrl"0 I 5 r 4 MOO I mm Q I V m = • 1:1101MAllim-1 A so 5 a FAI w A W-1 - 9111M am MQMALVI�� A vw DESCRIPTION APPROVED I BENCHMARK AS -BUILT APPROVALS MaN ENGINEERING DIVISION APPROVALS FA -J;4 DRAWING NO. • DESCRIPTION: POINT NO. 1023 LOCATION: 2.5" BRASS DISC IN THE MEDIAN ISLAND L.L.A. NO.5209 JEFFREY T. BARR EXP: 12/31/21 TING CITY ENGINEER All DATE DATE APN- 264-612-12 PLANNING CASE NO: 3524-2019 MULTI ISLAND GORE NOSE AT QUIAL GARDENS DR PLANNING RECORD FROM: ROS 18416 ELEVATION: 320.417 DATUM: NAVD88 - SENIOR ENGINEER DATE SHEET 26 OF30 u") t- 0 C14 uj UJ CO 0c) < q. 6 <7' c 0 < < 0 0c) 'n 00 UJ ui f_ F— U_ 5 U) 04 V_ 04 LLJ < LO 04 r 00 110 00 U) LO < c) ± CL Lo (L PLANTING LEGEND TREES + 0 y GROUND COVERS \,p,.X4DSCAP SIGNATURE L) 12DDATE -AlOi-21 T: 0 F c L OqT BOTANICAL NAME AGAVE XBLUE FLAMI K gmw, wujjytl [ jo.,11601 On F.11 zi RIN I awl wA3 OWN=- lairis • 0 5 10 SCALE: 1 " = 1 U-01'. s, 04A0F 1, 01 S,l a N 14MR19,01 :4 0111016"VIL01.11 ky, L COMMONNAME BLUE FLAME AGAVE CATALINA CHERRY I at 14�1 M LP-1 aTen "M 1 DESCRIPTION BENCHMARK PP AS -BUILT AROVALS low �*: 1111111 ENGINEERING DIVISION APPROVALS jaQ40,10" DRAWING NO. DESCRIPTION: POINT NO. 1023 LOCATION: 2.5" BRASS DISC IN THE MEDIAN ISLANDlleOF LEUCADIA BLVD 141'WESTERLY OF LEFT TU RN PLANS PREPARED UNDER SUPERVISION OF DATE: L.L,A. NO.: 5209 JEFFREY T. BARR EXP.: 12/31/21 A D RE E ED: PROVED - A I " A ACTING CITY ENGINEER t 4 DATE DATE 'IMPROVEMENT PLAN FOR: FOX POINT FAR MS APN: 254-612-12 PLANNING CASE NO: 3524-2019 MULTI TYLER G LAWSON DATE ISLAND GORE NOSE AT QUIAL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: 320.417 DATUM: NAVD88 SENIOR ENGINEER DATE PLANTINGLEGEND TREES BOTANICAL NAME COMMON NAME + ARBUTUS X 'MARINA' ARBUTUS STANDARD � 7 EXISTING TREE PROTECT IN PLACE 4 A. I- Y- InPLATANUS RACEMOSA CALIFORNIA SYCAMORE r . i 0 0 Q 0 0 0 BOTANICAL a ♦ T 4 AGAVE XBLUE FLAME" GROUND COVERS BOTANICAL NAME BACCHARIS PILULARIS 'PIGEON POINT' .�Nama-m- rr i \j,14DSCAR� a r. $a SIGNATURE 12-31-23 RENEWAL DATE 12-10-21 DATE t grfi OF CW�0 1 20 COMMONNAME BLUE FLAME AGAVE COMMONNAME r , .. ♦ ! :. fF r i y LP 1 2 PA 'TSUITER SCO LARt LENASMATES SanDlego • Phone• t' _ •. s' » » • s r BENCHMARK AS -BUILT APPROVALS ! » s » ENGINEERING DIVISION APPROVALS 1 , 'I } DESCRIPTION: POINT NO. 1023 LOCATION: 2.5" BRASS DISC IN THE MEDIAN ISLAND . . PLANS PREPARED UNDER SUPERVISION OF L.L.A. NO.: 5209 Ill D: .�' S .gal../ i•� AtTING CITY f_NGINEER DATE DATE IMPROVEMENT PLAN FOR: FOX POINT FARMS GARDENSOF APN: 254-612-12 PLANNING CASE NO: 3524-2019 MULTI ► • SHEET 28 OF 30 - • ' 1 s , •2t��E ISLAND GORE NOSE AT QUIAL GARDENS DR 1'®I,IRECORD ■ FROM: ROS 18416 SENIOR ENGINEER DATE >n a N a U 3 w<N dm Uzi o J N QO co 00 06 Q rr_ US w U)C/) F- C14 a) u3 O LO UZPc� CO LO a-ula. R 9 LEGEND: 0 EXISTING SUBGRADE AMENDED PLANTING BACKFILL PER PLANTING NOTES & SPECIFICATIONS (SEE PLANS) ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. G) FINISHED GRADE 3" MULCH LAYER INSTALLED BEFORE PLANTING PLANT TYPE AND SPACING AS SPECIFIED ON PLANS 0 EDGE OF PLANTING AREA @) DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE 1/2 THE SPECIFIED SPACING NOTHM piaccil 1 i 1 1 #.. if Z 13 ill 11 1111 1 � 1 ri 11 olmool IN ==&I; I 110killizoi loklael jokliolpi lelffem I � 1 111 1 F I i IN I I MEN LEGEND: "' ROOT BALL WIDTH ;f PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT. (DFINISHED GRADE. (3) INCH MULCH LAYER ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. WATER BASIN. (DROOT BALL RESTING ON FIRM SOIL TO AVOID SETTLING. EVAILING �D m iiiii'lagoom= (i LEGEND: PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT. FINISHED GRADE OF LAWN. "CINCH -TIE" MANUF. BYCOMPANY, INC.. ATTACH PER MANUF. SPECS. AND SECURE WITH FURRING NAIL AT STAKE, 3 INCH MULCH LAYER, 36" MIN. CLEAR OF TURF ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. DIA. X 8'LONG LODGEPOLE STAKES, NOTE: USE TWO STAKES FO TREE'S 15 GALLON AND LARGER. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. A SOIL BLL RESTING ON FIRO M SOIL T AVOID SETTLING. . I NOTE: MAINTAIN A 36" CIRCLE OF MULCH AROUND ALL TREESTURF SHALL OCCUR WITHIN THIS AREA. clb c, 3#1 NOTE: A. KEEP MULCH 2-3" FROM TRUNK OF TREE OR SHRUB TYP. usl&www \,p,tADSCAP, A c, SIGNATURE 12-31-23 RENEWAL DATE 12-10-21 /N DATE 1TF OF I C ;0 z 24" DEEP ROOT BARRIER PER SPECIFICATIONS/ EXTEND 10' FROM TRUNK OF TREE IN EACH DIRECTION ALONG FACE OF PAVING, CURB, WALL, ETC. CONCRETE PAVING PER PLAN (WHERE APPLICABLE) 4 EXTEND TOP OF ROOT BARRIER 1/2" MINIMUM ABOVE FINISHED GRADE TREE PLANTING PER DETAILS * R' _4 ® f : 5 CONCRETE CURB PER PLANS (WHERE APPLICABLE) A - NOTES: A. CONTRACTOR SHALL INSTALL AND ASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS 000ft% RROOT BARRIER DESCRIPTION BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT 1 DESCRIPTION: POINT NO. 1023 LOCATION: 2.5" BRASS DISC IN THE MEDIAN OF LEUCADIA BLVD 141'WESTERLY OF LEFT TURN PLANS PREPARED UNDER SUPERVISION OF 5209 JEFFREY T. BARR EXP.: 12/31/21 M■'I,IMPROVEMENT REC M DE D: �JEC. JI OWLTON i L T. 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