Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Item #14 Sunset Hills at Summerly
SUNSET HILLS , 'Pak " SuNlwny Tract 31920 -6 Beazer Homes Southern California August 2, 2011 EACm-r. DIAMOND DRIVE CONCRETE FENCE 11 L~ — — CONCRETE - - y � c 0 b 1 1 v- I ® I1I b — ` — I r � 1 _ ■ �( r ._ _ _ _ - - - - - -- CATCHER WAY I n r —_ -- -... —. — 'I lao� IT i � :2 ,�n 20 � I _ I .� I I `� L _ Q L m.c' ■ N 1 �L II I 14 / r+ J i =– • I i l i • —I' I iu I6 0' • _ 7 � rr � /. N a. eu1lyr s3.cII I I 31 -i' ■ - I I { _ 31.: I i ' % m L 21,0' ■ o i I ill � F— s1.n � li :3 �I i I. ® # A . ■ ■ ° I f - -- - - BATTERS 8AX .--RATTER S BOX -- -Qf o HOUSE MIX _ 5. .z ■ _o TV ti • PLAN i PLAN 2 PIAN 3 TOTI!1 20 20 26 66 Ir `� `� � _i _�`_ � `!9+ s� :.;'� � 6�. •,. �` \ ...� � 7�ny� r... f . � r�� � � j LEGEND SYMBOLS ELEVATION TYPE O D ESCB = SPANISH 0 0 0 ACD a CRAFTSMAN • . ■ TR ®= TRAOInoNAL 6U I 411.L. – 1 EN�_T a o pENHAY kaE ELEVATION TYPE ARkR'AY �OQp - -. LOT NUMBER � (BY COLOR) r �r -_ ` ^ f �. _ 0 - UNIT TYPE `RE """E" CITY OF LAKE ELSINORE (R= REVERSE) # # � SHEET NO COAST LAND CONSULTANTS, Inc. ELEVATION TYPE cmc excl�kl.wxc uw 11 ,Inr, u,u sonrrvylN6 UNIT TYPE (BY LETTER) EASEMENT NOTES 25096 JEFFERSON AYENUi SUITE -D- TRACT 31920 -16 (SUMMERLY) BY SYMBOL SHAPE) MURNIEFA CA 52562 1 ( INDICATES A 3 FT. EASEMENT FOR PURUC UTILITY PURPOSES DEDICATED TO TEL (451} see -1350 GRAPHIC SCALE BD 120 HE CITY 4F LANE ELSINORE PER M6 418/60 -66. FAx (951) 695 -6657 40 0 20 40 ENHANCED REAR ELEVATION LOT SITE PLAIN O ENHANCED SIDE YARD ELEVATION LOT I Inch = 40 ff. OF 1 SHEETS fiEN,IIE 'I l 3 Q Vic PROJECT SI APPLICANT /OWNER /DEVELOPER BEAZER HOMES 1800 EAST IMPERIAL HIGIlWAY SUITE 200 BREA, CA. 92821 PHONE: (714) 285 -2900 LEGAL DESCRIPTION LOTS I THROUGH 58. 64 THROUGH 69, 71 THROUGH 72 OF TRACT MAP 31920 -6 AS SHOWN! BY MAP ON FILE IN BOOK 418 PAGES 60 THROUGH 66 RECORD OF ME CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STALE DF CALIFORNIA. ENGINEER PACIFIC COAST LAND CONSTULTANTS, INC. 25096 JEFFERSON AVENUE, SUITE D MURPIETA, CA. 92562 PHONE: (951) 698 -1350 FAX.. (051) 698 -8657 SOILS ENGINEER EARTH SCIENCES CROUP 3130 AIRWAY AVENUE COSTA MESA, CA. 92626 ML.. (714) 668 -5600 BENCH MARK SIMA70 1.8 MILES SOUTHEAST ALONG BUSINESS ROUTE, 51ATE HIGHWAY 71, FROM WE ATCHISON. TOPEKA & SANTA HE RAILROAD STATION IN ELSINORE , 0.1 MILE. SOUTH OF ME INTERSECTED OF RAILROAD CANYON ROAD & STATE HIGHWAY 7E 200 FEET SOUTH OF ME RETORTION OF RAILROAD CANYON ROAD AND THE BUSINESS ROUTE OF STATE HIGHWAY 7I, 75 FEET NORTHEAST OF WE NORTHEAST CORNER OF ME ELSINORE VETERANS !MEMORIAL HALL, AND 42 FEET NEST OF THE CORNER OF KUHN STREET ME MARK IS A STANDARD DISK STAMPED, G 307 1935 RESET 1965, CEMENTED IN A DRILL HOLE IN WE EAST CONCRETE BASE OF TIE FLAG POLE (MEMORIAL MONUMENT IN MEMORY OF HOWARD M. BLACK, OMER. POST 1508, RIVERSIDE COUNTY. THE DISK IS 3 FEET SOUTH OF WE NORM EDGE 3 FEET NORTH OF ME SCUM EDGE. AND 1 FOOT WEST OF ME EAST COGE OF ME CONCRETE BASE OF THE MONUMENT IT IS FLUSH WE THE SURFACE OF THE CONCRETE. BMA C 307 RESET 1965 ELEV. 1275.97] EARTHWORK QUANTITIES CUT = 2.560 CY FILL = 2,560 CY. ENGINEER'S NOTE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COAUTHORS DURING ME COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY COMPROMISES AND NOT BE LIMITED TO NORMAL WORKING HOURS AND FIAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD ME OWNER AND ENGINEER HARMLESS MGM ANY AUTO ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WILD FIE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ME OWNER OR THE ENGINEER. ME EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES PLANS OBTAINED B' A DILIGENT SEARCH OF ALL AVAILABLE SHOWN ON THESE TR ARE OR NNE Y RECORDS. WE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTUCTU MEASURES TO PROTECT PLC N THESE SHOWN AND ANY OTHER LINES OR THE SHOWN OR NOT DAMAGE ON THESE PLANS. AND IS RESPONSIBLE FOR 1NE PROIELTON OF, AUTO ANT DAMAGE i0 THESE LINES OR STRUCTURES Underground Service Alerf 6111E TOLL FREE 1 -800 227 -2600 PW WORKING DAYS BEFORE YOU 016 IF NWR RANGING NUNN MAN PLANS GOTTEN NL I E RO UIR OPENS CAMARA PERMIT R x s [LEND BEEN DIE LEAKED ROBERT RLNNi FOR APAXIW HE ANOMXCY W MUSBRE & SEPARABLY OF THE WORK HEREON N WE FRONT DIPACEPANUER BRAND HE HE TER AGREES VPPEO BE ST. NABO ND FOR PEIENMMIN AN 0E IDUJHNN AND AMONG mf HEAD RX .APPROVAL BY THE ED PRECISE GRADING PLAN TRACT NO, 31920 -6 CITY OF LAKE ELSINORE, COUN'T'Y OF RIVERSIDE, CA. GRAPHIC SCALE 100 0 5050 100 100 I Inch = 100 ff. REVISIONS: 2 «.I 49 Si % IF 1L BW o _H TE ,1L IN 70 13HF,ET8 J 1 NAP F 171 i 69 { ( 72 68 1 67 6 EIET8 +lN61 -. 60 66 /Ye N AR 59 - N AP .c I1 62 E6?b -1 / N.AP F I : P.L P.L 2% MIN {p_ _ I Ph FA 2.1 MAX & A WN 2.9. MIN . ON PI ANS 21 MAX---B A bmuffir, ON PLAN" 10 2% MIN & - 29. MIH. 20% RAx —� ° a \ /.oz MAX o -..YF I 5' MIN. W 5' uM 5i MIN. S;. MIN 3 — MIN J A MIN MIN MIN �,.... GR OX Ol L 3' UTILITY EASEMENT � I PLAN 1 PLAN 2 -" `R /w — —" — _7 PLAN 3 I . > CUR AA _. _...6 SIDEWALK MAX ryG�nCR MAX, I I A APPIICABHL ONLY ON PLAN 2 L _TYPICAL SIDE YARD DRAINAGE DETAIL TYPICAL GARAGE FOOTING N.T.S. N.i.S, J 4 _ I P/L 5 MIN. 5' MIN F�� - SUDSIER _ FINISHED FLOOR 5' MIN. PC FINISHED FLOOR 3' MIN Y 2' 3' MIN. FINISHED FLOOR 1 PER PLANS POINTER MIN. M.IN. PER PLANS PER PLANS 4" CONIC. SLAB _. e > AS SHDNN MW. 4' SAND —'- .�_: m- m - -.'- 4" SAND $LAd 11 CONIC SLAB v ON PLANS 4 SAND HOUSE PLAN DETAIL PAD ELEVATION I PAD ELEVATOR " =20' PER PLANS 2% MIN._ .� PER PLANS PAD EI EVATION 2'.1 MAX. PER PLANS 9. MIN. 2% MIN 2Z MIN 20% MAX . 201. MAX . 2'.1 MAX 2% MIN 20% MAX SECTION A - A SECTION C - C NLS. N.IS 5' MIN P/L FINISHER MOOR I FINISHER FLOOR DISTANCE VARIES ELEV PER PLAINS MIN. PER PLANS AS BUD MODSILL AS PLOYS aN PLANS 4' CONIC SLAB /; 4" LONG. AAB "_ 4" SANG 4" SAND _ RiUL PAD ILCVATION 2Z MIN PAD ELEVATION 3 PFR PLANS 2'.1 MAX . PER PLANS - 2% MIN, 20% MAX SECTION B - B SECTION D - D 1LTS. N.T.S. CONSTRUCTION NOTES Q CONSTRUCT s' WIDE SIDEWALK PER RIVERSIDE COUNTY SID. Ne. sDa G TIT E — R /`Y ASP OF crsaiE p� O SEPARATE PERMIT FROM ENANEERNG DEPARTMENT SIDEWALK ( AS REQUIRED PLASTIC JOINT PATEN[ INSTALL POLY O CONSTRUCTED PER APPROVED IMPROVEMENT PLAN DAED B- IA -O)) ENV EI fVATION 1 i MIN. LOVER MATERIAL FINISHED FLOOR UNDER PVC PER PLAN 2% �_ 1 "STICK JOINT" OR EQUAL NISPER PLANS ODSIL CONSTRUCT 3 PORTION OF E ".v12" GRATE INLET - -� -- �— -� - - ( M L� / 3 CONSTRUCT 12 �'.,� y ASYM DRIVE APPROACH TO BE REMAND /OONSIROLT nrv0 ore REPLACED AS - } \ \-- 1- 4" coNa LAB ; O RCWIPEI BY PIF CITY DF LAKE ELSINOAE INNPECi0R5 �3 PAD 1. N B" 4" SAND .S. 2:H MAx. Q CONSTRUCT PRIVATE (FAIN THROUGH LAKE CURB k 3 PVC (:cHEDULG 40) PER IFTAIL HEREON �3" yyYC AS 21 MAN L< CURB & GUTTER 9 REQUIRED '"�� y PAD ELEVATION ` PER PLANS 2Z MIN 29. MIN. Underground Service Alert ELEVATION SECTION F_F -- -2oz MAX . zl MAX EASEMENT NOTES E.I s _ N I S � cM1r TOLL rnrc HrvDlcnms A 3 FY EASEMENT FOR Puduc mlmv ruk Asa DFUICnRQ r0 ME crtr OF SECTION E — E I -800 LAKE ELSINORE PER MB. 418/66-66- NIS 227 -2600 PRIVATE DRAIN THROUGH CURB COIINYY STANDARD N0. 3H0 - 5. WDID# XXXXXXXX GAS IeoPNwe DAYS BEFORE YOU DIG BENCHMARK: -- THESE PLANS FREE BEEN ANSWER FoR cOPrunNCE WITH THE SEAL : CITY OF LAKE ELSINORE SHEET 1{O. FLUX COMMENCE K iurvmAD AMID FREE! P[wmlUNSOR - JAWS AND A PERMIT CAN BE ISSUED MOTOR CITY ADD LATE vNOre6yp� � PACIFIC CO�. �D CBNS��B Inc AG B BEEN 12JED _ �4`° TRACT 31920- 2 % y 6 rfZBON ARM 60rtf 0 DIE PROOF EVENTS SMILE 11 ESf LYONAWE — "" — -' 'x0 P MA 51) rOPNN 93541 SEE SHEET ND. 1 DI ME LSB IL Ef DAs EPY NAB _ i6L. 9) 5 B —lesa PRECISE GRADING PLAN DIE �x PERSON AC E OF PF PYRE mR KEN SCUMALO __ ! ND BF cE. NO 30000 RE AEIE MU NT) APPROVAL OF DURING En' muEnav —' -' -- APR R DATE citt ENCMEER DniL + SECTION &DETAILS OF 8 SxEET ME PRIVATE GROPED EHW. 1 PAY DBEDMINI c _ . ACCEPTABLE SOMPOR ARE NEVADA TIE PLAN FOR DATE BY MARK REV190NS CITY RLE NO 56915 CMP WlE 06/39/ 1 - Wl['. SGIE'. SCE PVN AD L ROOM BY TIE en. ENGINEER BP 1�° 4 UNRESTY VBDEPIGHI n PAGEa LAMES w0 .A 7717 env R1E NO SEE SHEET NO. 3 (fll 5� a e n iilAlN ' - -'.. /I INN: `/ I �Ifi�('➢. ., G �° � _ gg.g0 /Aep 6p W 6 1 A u 66.44c L 14LIasz _ sue, P'➢ _y° 1 656A 1 ^ / 4 . ELEn 3 ` ddd F °O g N � rro 8 f: L 1 61lB� - l y l 4a 5g5p 5 \ ygSG 1600' Yr IV " `C"'� HP ADD' `>.O6 n Y FL 1A 11 1. 2d E1 ,o. 1 `Oil 53 500' 9 Isla P A Ta 1 eo n la I_ N e I " z2.oz' d. @' S4� I. 4.oD 52 �D 51 1 ��1� rG mil 1 "2a d� m s66. I:� 3R 60 i 4DO 200' "ES 11 .23-C < � FF_7D.D7 FOG ,R _�. s' >OO I� PAD =69.40 I z 1 ),E N' I 1 �° n I FF 6931 FF -�O.D 500' ` FF =69.97 - IW i ?y �� = h II ➢ ..... RI _ 5 AD =6960 aDD ilIER 600 PAD =69.30 �I� 1 1 I nw., CEO � � 1 C/] wL z 66 2 iGV GF -68.70 GI`._69 40_ _. -- 68 U rvvn 3 F 6 L 1 1 X 1 1 a j 116.OD' . B �. Ifi.DO 5 \9 L_`J o rieE. 3I6TIHV�L 676 LIT r rl" _ m CAI IPAnrv. a 1z0o' N ilk %I �� '"'Y. '� re2 �G 66.e71 v.L /, �A t1 rz / A o 0 — „I m tz � °°o I. I� m 1. O P HY ° 2 K ..e° /I C9—I ICU .T'_ i A� _ s f r 1 I 1HlA I. • f E W Pi z / 611111, I= N s� ^ CENTERFIELD _ lo Ct: LL me m gJ 3267 6� T� �Ai� _ ,ate ;� _� ._� 6. r2A'r'v -'J� �� i� Is ao. a V A _ L c2m6 F1 3 16 I6 .° 21-00 Il «z � u F I cr 69 00 H. m I iI�. L 2. 1 ° 11.xw I20' o ^1iP'S 500E 6E 69.60 CJL 9 GF 69 a.o0 Ih0'. r In � I GF- 1 'a n.,r- I 1 -. 19AfIN s _ 6820 o O � � I � r�T 48 47 IA 4.DO`�� GDG.. _48 s0a � � 49 � �iE" W L I _ rr_ 6s6z 1 ¢ 6r02rc F 3 oD i P eDO' m� 1 c. Iv, s.00, -4 00 �R 3R goo 400 �� 50 n �E rl- x 00 1 6 N `° 1 2a D, p•� t FF =6967 of ,SOD' 3R ! m 1 IIh o' PAD =69.00 I Ff= JO 07 PAD 6J.60 �g I� aOD' FF 69 97-- 22.00 I, I = PAD CO M1O SDO' PAD -69.30 I a.OD PAD -6rr 477 b-r 1 - a2 l A - 66 1 I ,94 24 Y4 alN ° �I'-" PAD - LLa F� 4' ➢D0� soD' 6820 aco 6 �� i P 5 t2T' 6 a 0 6 ° I 0 `\ BSA. 'r 6t 67rc FL If I,L ° n 1 a y `a �L ^, S ° p Ail lci n H rTlz ° 19MIn �6dazINV. wL �5. i� z 11 — o u oa 44 „ a� m ° I A P1 U INw. I I �I Underground Service Alert Call: TOLL FREE 1 -800 227 -2600 FOR HORNING DAYS BEFORE YOU 016 NOTE LENENCE UNCL AN WHERE CHMENT FUND MNDUAi A READING PERMT HAS DUN ISSUED . ZONE PRIVATE UNDER RR XG THESE BANS IS RESPONSIBLE FOR AROUND lit ACCURACY Of RECRUIT A, ACC PTABi NV F HE BARK PERSS.ON. IN THE EVENT HE mLAEPAN E x AFTER Cmxrc APPROVAL UP fli CONSTEBOB&C ME PRIVATE ORDERS MALL BE RESPANAME FOR RER PINING N ACCEPTABLE SUNi AND NEVADA THE PUNS FOR APPROVAL BY THE Can GRAPHIC SCALE 20 0 10 20 40 60 1 Inch = 20 fl. REVISIONS'. SEE SHEET NO. 5 THESE APPROPRIATE PLANS TE HAVE BEEN REVIEWED ME COMPUTABLE WITH THE SFAL ppDFEBLO,y LAWS AND A CONDITI0Y5 OF ISSUED AND /OR CITY AND LIBEL 4 LAWS AND A PERMIT Cq!! HE ISSUED �e E N SEUMALO' - -- i s Cltt ENGINEEk. UATF - PCE. RAC AWA-Expi CAPE 06/30/11 Rr RAU SECTION "I N.T.S X AVENUE BLUE U WEOPNP 92561 1 699 )50 L"' NO 3000 MT8 SEOUL SEE RUTH CONSTRUCTION NOTES (D CONSTRUCT 6 WIDE SIDEWALK PER RIVERSIDE COUNTY SID. NIB. AOO BE 401 UNDER SEPARATE PERMIT MOM ENGINEERING DEPARTMENT. (WILL BE CONSTRUCTED PER APPROVED IMPROVEMENT PLAN DATED 9- 14 -07) Q CONSTRUCT 3" P V C. (3 ) CONSTRUCT 12 12 GRAZE INLET Q PORTION OF EAISNNG DRIVE APPROACH TO DE REMOVED /CONSTRUCT AND OR REPLACED AS REQUIRED BY THE CITY OF CARE ELSINORE INSPECTORS U CONSTRUCT PRIVATE DRAIN THROUGH CURB k l" P.V.C. (SCHEDULE 40) PER GETAEL ON SHEET NO 2 EASEMENT NOTES © INDICATES A 3 FT. EASEMENT FOR PUBLIC UNUTY PURPOSES DEDICATED TO MA C11Y M LAKE ELSINORE PER MB. 410/60 -66_ WYDID# XXMXXX CITY OF LAKE ELSINORE SHET ARE SEE SHEET NO I TRACT 31920 -6 4 PRECISE GRADING PLAN LOTS 9 TRHU 12 of $ SHEETS 46 TRHU 54 FOR BUFFED HOMES w.0 #OTVI I pill NO SEE SHEET NO. 4 T { F� X59 5g .mil FIT II� IN 9 ALI lip HP F16.00 p N W .. I ry ry ...._` `v ri: L U _2f �� II �. 8,28% j I'LW. ®iLSb " k� -rte _. N� _ D� Ip I. o a n`v Py' 1igg a P" i V��,j 1 - N c5 B d J Nl aA0' _ % rv� 6BY 42 ry so W 500 9 z �1 M 1 1 i - J. --- 4S li E of YY "_ L _ �.I Teo'' m 3DO121C PL I2 0 ��f �'qD' 1R soo' 1.. 44 A soo' 43 2R _ cl EST INV TO O.W. 3.00 600 14L sz { 1 : Rao 41 A o0 �� o W T �1 -3- Ip,lo FF= 69.9]_pD_ O 8e FF =]0.47 5 n oa o ao _ spD' ._ I a i \ �I' lu _ ' , r PAU =69.30 soo I 77 4oa PAD 70.47 113e "v V\,� d oq roc �nDJ 6980 I __ 0_1p.. 400 FT of FF =6Y oaI x,43_ n4.0o L F N 9 19Jd(ti' f: I DF FL '4_60 PA - 69.10 I C+ .1 I 6E9B o °m PoI Of 6950 In0- - -- "_ —711Q 2 I O N ate. ]J D66iA \ IQ _ \ �. 6 18 IAtl' 52 6 _ _ _ _ _ _ fi: ! �Iaa.00' 3� (11 _69 _ GF _ -_68 e6ic -_ GF 6980 GF G910' -__ ,� �� III �I I 6nlrC FL o 9 3 tI / laJ 8 tl2a' � 6' I .2200 v 'l o INV v ° i G�SINV fi9E48 EL9 vb� PS JL O II xi W `Ctr) 1 p � I _._ -- -.._ 5 TS TS �h b I BEI 1s; BZ 1e�r�n1N - \I ;Q - .I CRAM] mi o... �I� 16�N h.._PION O Q _ 27. �°' a �� h LH TI ti fi _I � t 3T6 9 E_ _.� t2% p wa '.a -� Ig �oN - g O -_.. _ NIP - - ` c➢.s✓- i� m / G nP6SppIN se sr 368501 F 990 A TEN FtI GF�6920 I I V] �i 12 - o t L = ti - ., 11 I � ° ' v -� aD - 3oD �ft� { I I oD' I 36 _ 4 0 �U3L9' f f I C/j US �I _4D 4.A 000' 37 4DO' 40 1 f II w LaIla bo O n � le.EO' "J I iI 4 N FF ==1 I_ a - sop 38 . I. ' yH55 PArvD �=69.20 - vv j R LN 0 r7 COD 1600_ PA= PAD ]0 690 Z� � BoO � 3 FF =]O S/ n FF =70.4] PAD 6980 PAD =69.80 ppp I I O r�m y i R L \0S P Aa yeti ER \L '� g G.iS% ]I 611W Ad f/ � ] IW J � F `F A IBf'Cq HP \\ Nf b .. -TP.D PI !Gl !FG' rASJ ` / SEE SKEET NO. 6 L hI _ CONSTRUCTION NOTES _ GRAPHIC SCALE _ UNDER SEPARATE WIDE TOWN FEW ENGINEERED EPAR MEND N0. 400 k 401 20 0 10 20 40 50 E (WILL BE 60NETkLCIFD PER APPROVED IMPROVEMENT PLAN DATED 8 -14 -0>) ' CONSTRUCT 3 -PVC. 1 Inch = 20 it _ ...H QQ CONSTRUCT 12 v12 GRAB IN1ET _ a Q{ PORTION OF OPTED DOW, TO BE REMOVED /CONSTRUCT AND OR REPLACED AS \ 1 IHOURED O THE CID CF ARE, EISINORE INSPECTORS OS CONSIRUCI PILVATE DIAIIN ➢TROUGH CURB 8 3' P.V.C. (SCHEDULE 40) PER DETAIL ON Ilow Underground Service Alert SHEET RB z SECTION "V -V" y� N.ts GO TOLL FREE SECTION 'X-X" 'SA 1 -800 ( RCCAQ EASEMENT NOTES N T S A INDICATES A T 11 EASEMENT 1'OR PUBLIC U1INiY PURPOSES DEDICATED i0 THE Cltt OF FACE EESINCRE ITS WE m GO 66 WDID# XXXXXXXX 227 -2600 O /" n\n At DAYS BEFORE YOU DIG THESE PONS HAVE BEEN REVILIYED f011 COMPEWlCE W011 THE sGL� BENCHMARK: CITY OF LAKE ELSiNGRE SHEET NO INTT MR CANTINFN WIHM THREE PFYS sNOLL NET — —J � APPROPRIATE CDNDHIDNS OF DEVELOPMENT Al OR ppOf FSS p,y yY 11AC1'17C COAST LAND CONSULTANTS, 1➢0 SIMILAR UNTIL AN ENERC tH T kW /W _ _ _ wwS, AND A PERMB CAN DE ssuro / AND .rnc p V T.yy. - TRACT 31920 -6 5 ER HHAS KE NSA — 11F _ ._. o "` SITE CO AVENUE SBSF on PRE LAN i5 HE R HEART Y O NS IS REF — �' —� -- 'vo VEAET EADFONNP 9]563 SEE SNEFS ND. 1 nE ___ TE 1N5u ANY 155p PRECISE GRADING P A IX HT OF UREP RTr - KEN ENGINES _ x uNIxN WwP xF EE )N THE EN of Ia _ — - A \/ ,LAl 1 ecE eo 30000 LOTS IS TRHU 45 S 91 NE ATE 11' PPNOV L RE IDEE1RMN CITY ' P CF NONS69 SE 4NP. AIIE 06 /.W /11 DATE \ `f0 Y ftOUERr T, (TDLRIGXI MAN USABLE SEE PIAV w W O, 16 OF _ SHEETS EPP RE116 3A ENDRA THE CRwNDN6 ""°�, {i �� _ __ wva DATE LOTS 3fi TRHU TAp1ESTtU 11W1 AND wExsxE tHE PLANE ow DATE BY MARK REVISIONS: PVx uiEN xouES PIT BY MPPOIq PI T[HIY PIT Un YiYI� I ENGINEER it csa�. .4 v�r �[F .... w.r.. .. SO SEE SHEET NO. 5 GNPM SEE SHEET NO. 6 1 °c \\ ✓ � ' �, �'� S Ge 1 BATTERS BOX 1 n ) s - % i In , — osQs. Ts Co Tyx`lyJ A �o� i m / IF Fj �@ � by F G Iyyy I- p �- 9 OF 71 oe _ �-' ;� .eJ 661NV 3 ` ; / N-' \ I 1. ,r�69jo V s00 �� _ �� _ cF 6a 10 . T� (%Il CI 69.90 I0 (I �Gf 6870 iL 39 60 „D - GF - _ ��� z Z 053' ¢ _... - � ��' 7020 4� bt5'110 240 _-- -24 6 IT g Sod IE 0 24 z I I I T PA 667. 400' I "� 506 400 F D 67 ]0 -� 00 .z 500 Do� �. 27 _.. 28 3.BO' 29 C. soo to 25 _ ¢�, I�.. §�� 2 1 11 I" L�r ¢ s00 FF =7267 s.26 X soo -.j Y (5 \oho 10.00' PAD =J200 Do'' TO FOR FF -7167 hoo' 26 a.00 [C. Y 6, �o - 4od' PAD =7100 '.� (BOW) .0 FF� lL� Loo' 1R 600 n 1 sm PLAD�6870 �� tl' Sod - O -_ �5,'� -��� �a o 0' PAD -681 N?I /'1200RV..., F PAM ]0.20 IF -705J i62 Y _Z 687] 400' '— E69 TiBOTr 'a PAD =69.90 '.Q ItAVAgiq OL] GH N o� �..D �" yy. -.I EDd9 boo III i $ ..�� + - -- FLt y _ \VA - -T- a 7711oo1W K� \ FL 's 4 Lo,u i� O e' R o� w IF rz10 m ... _ L — BASEBALL _ L m— BASEBALL mN _ i P as / PENWAY PARK 7 it Underground Service Alert IM „1 SECTION X X” ALL, rou FREE GRAPHIC SCALE SECTION "Y -Y" ao 0 10 fo 40 60 (TYPICAL) sit (9 1 -800 I— �-- �`-- L.��-- '11��% N.TS N.rs 227 -2800 1 inch = 20 fl. TN'G NARKING DAYS HEFORF YOU DIG THESE PLANS 1AE BEEN REVIEWED FOR COMPLIANCE WIT 111E SEAL: rte.® THE YORK VOILA Rio xnrvl llt¢ Ilws sxML xor APPROPRIATE CONDITIONS OF OEVELOPMENi NUB /OR LRt AWD gA1P /w[ssl t cWXwY Mxm Ax FHfxonCNNENT PExuN Axo /la LAWS AND A PERMIT CAN BE ISSUED pa9 T AS BL£N IOTEN. 11 NEFF LGVIN6 TRY PLANS S PEAM9&E ON HE LC6 AC. NO KONG k A¢P @9 1 � _ — ra TEF xNRK HONDA THE cNrvr d U Ecx[PnnNES — KEN SEUTAAlO FONG AFTE X PwML OF DUMN6 CONSTRUP34 �� APPR DATE GN ENGINEER OnTC + s! + . „...AN me oe II/NIWN& r ma wwwwws - GNL ACS NO 30000 NVE CONSTRUCTION NOTES UNDER SEPARATE DPERIMIT FROMPENGINEERING DEPARTMENT RD, AEG 4 401 (WILL BE CONSTRUCTED PER APPROVED IMPROVEMENT PLAIN DATED B-14-07) (D CONSTRUCT 3 P.V.C. 3D CONSTRUCT 1202" ORATE BLUE FOREIGN OF EXISTING ORATE APPROACH TO BE RonoVED /CONSTRUCT AND OR REPLACED AS PLOUIRDE BY TEE CRY OF LAKE ELSINORE INSPECTORS Q CONSTRUCT PRIVATE DRAIN AROUND CURB A 3" P.V.0 (SCHEDULE 4D) PER DETAIL ON SHEET NO 2 EASEMENT _NOTES O INDICATES A 1 P. EASEMENT EM PREFER PRETTY PURPOSES DEDICATED TO 111E CITY OF LAKE ELSINORE PER NO 418 160-66. WDID# XXXXXXXX TK: CITY OF LAKE ELSINORE SHEET NO SEE 5 TRACT 31920 -6 7 xEET Ne. PRECISE GRADING PLAN LOTS 24 TRHU 30 OF 8 SHEETS AGO PUN OUT 4. RANGED LENTS W.OA 27174 4 OUT NO s ALLSTAR CONSTRUCTION NOTES I I I SEE SHEET NO. 3 CONSTRUCT 6' WIDE SIDEWAN( PER RIVERSIDE COUNTY STO. N0. 400 k 401 1 r \ UNDER SEPARATE PERMIT FROM ENGINEERING DEPARTMENT / (WILL BE CONSTRUCTED PER APPROVED IMPROVEMENT PIAN pAlEp 8- 14 -07) BOB - -� �_ __ __rte -'� Q2 CONSTRUCT 3" PVC. �'' `f 0 CONSTRUCT 12 "x12" GRATE INLET ® POSTED OF EXETER DRIVE APPROACH TO BE REMOVED /CONSTRUCT AND OR REPLACED AS REQUIRED BY THE CITY OF LANE ELSINORE INSPECTORS ' QS CONSTRUCT PRIVATE DRAIN THROUGH CURB & 3" P.SC. (SCHEDULE 40) PER DETAIL ON -� SHEET NO. 2 BATTERS BDX Y Y _- - EASEMENT NOTES a INDICATES A 3 FT_ EASEMENT FOR PUBLIC UTILITY PURPOSES DEDICATED i0 THE CITY OF LANE E45,NORE PER MR 418/60 -R6. v`' s �. SO,- RE -.- G I. m L ° B� GF =6700 Of m , —' r SEE SHEET NO.4 aoo_ I� D� —�4 o z o� no PA6 PAY soo 06700 E.co 113� 46 _— Ff I - �tO'A' i , GNP �. Po �� O _ 1� -_...� �A5.fiR3] (L 1BIO BO _ % @ 9 Ei PAp 67 00 4.0 ._ Mo o' TTE 0 6 0 ` � � RS X \ 3..5 �} � fe ° ° - s ,6 R, CA �4 )_ 6 A ? C in6 \ C\O t? ARC N So, h I W _ I v. .N r _ I y B RG °° �� G, - -,- 7.2(/ �1 GF �. 0 L ff720 I •cA' � 52JJ 1 I 400 500 \ - 66 GF 6 _ _ -.. 790 `\ z — 682 ' e e Mo 6 zoo' 3R z � 37 F` L r �_. Nno- oL o e4.zG 65 6e so° 1 0 fit° UJ ✓; �o I o _ 55 r X665' 6].20 s,L 3.60' I 6 0 3R e',1 \� 4E PQo6V' ,: __ C FF D6]87 30_0' FF- M a / `•o, - - -_ ] 'y PA _ 685] /cL' _ -. AOa' L PAp =6]90 '- `" ':° w $. i`ty/ IRk v N isN / 17 \ FF — — /A S a V BASEBALL GFP ✓ Jw Underground Service Alert ° AEC iML FREE _ IL NO 1 -800 GRAPHIC SCALE BA$EBA / 20 0 10 20 40 60 1 227 -2600 - _�' MO KOREANS LAYS eErORE YOU DIG 1 Inch = 20 n. WDID# XXXXXXXX BENCHMARK— THESE CITY OF LAKE ELSINORE SHEET xo. -- _= - _ - _ THESE PLANS NAVE BEEN PEVIEVED DEVELOPMENT AND/OR WITH THE +ESL' \ FOC xo1R: GU (CENTAUR AIR E REARM T MT XaT LAWS, AND A CONDITIONS OF ISSUED nrvD E c , P-TTL I COAST 44N I CONSULTAN75 Ine A (BAR [ EAx SIREN OCCUR PfbuU a•b /bR _ 1Aµ5 N!D A PEflMIi CAN BL ISSUED /OH CITI AI :TAjf _- r. s. s. wMl, T As aEEx ss _. - -- 5 Er.E SON ORNR E UXE a TRACT 31920 -6 8 —m MVP El EO OB w 9¢SC3 SCE SIiEFT N0. 1 E OPPOSE AR 41ND DIESE BOPLANSRCxEW m.E - -"' v \ rz 1sp sax use PRECISE GRADING PLAN FOR ASSURING mf L<I N I R NT CA a tt' n �- -� d 1Nf xOHY NEPECx. N F aF PfP LIES - -' KEN SEUTAALO ' -- ___ E 1 1 E LOT 31L LOTS 64 TRHU 69 XISNG V1E CWX N )l LNSTRUJ 11Jl APPR DATE. CITI ENONEER f1AjE - N0. }DODO OF8 SHEETS TIE PM 1E ENGINEER SHALL RE ON N - - -- AN �P TABLE CORIN AND GERI DIE Rays FOR DATE 6Y MARN REVISIONS. Gtt Pcf 6a 56916 UP M—= .o6/W/11 wlF.' __ SVl£. Y.E Pux 3 bGZfrt xau6 ' woq nm APPROVAL BY THE OR - � PATTERN i. FEOERDN' <nr NET NO ENGINEER N CD YJ or O VICINITY MAPS __ �� N.T.S. - THOMAS BROTHER PTY/ M PAfF R66 (H -7) HOLD HARMLESS & INDEMNIFICATION CLAUSE Contractor agrees that they shall assume sole responsibility for job site conditions during Id' f1 f II persons d ed the co of construction apply toed n P p Y Pl 9 Y P tl not limited ma ands k' h that this requirement shall I continuously 9 9 PPY Y and mild n lti tlthe th landscape architect harmless 1 y d Iln liability orf i alleged ' connection egli e Performance t oh nand project e excepting for l'a511y arising from the solo negligence of the owner, or the landscape LANDSCAPE IMPROVEMENT PLANS FOR TRACT N O 31920 -6 MODEL LANDSCAPE PLANS LAKE ELSINORE, CAN MODEL LOCATION /`r L n is di / Y r G' TRACT 31920 -6 \ 1 LOCATION MAP N.T.S. ''. IRRIGATION CONSTRUCTION_ NOTES; 1. The contractor shall notify Ibe Lantlscape Architect and the City Inspectors a 'minimum f 48 hours prior t 1 h g consmuctico 2. The design is diagrammatic only. All p I'ng, valves ba gifeow Bravadoes w" , etd shown within paved areas are for design clarification only, and shall be installed in l lent possible P 3. Do not willfully install @ 9 i system h m drawings obvious in the field lh I obstructions de differences of differences in area d ns ns xi considered in the S Such obstructions or deerences shall b e brought t N attention f the City's authorized representative In the event Ili a notification s not performed In writing, the contractor shall assum f ull responsibility f ny revisions necessary. 4_ It is tile responsiblifily of O t 1 to faml'anze themselves with all grade differences, locations of fixtures, mines. sign8 posts poles walls and paving. The contractor shall repair or replace all items damaged by their work. They shall coam to their work will, other contractors If any) for the location and installation f pipe sgeei and laterals through worts tl J aY and under paving, etc 5 All 'irrigation q ipm I shall b t lI d as it manufacturer's rocomm nd to and specifications. Refer to specifications for additional formation 6. All lateral a 1' DP 9 and control wren under paving $hail b tall dinseparate sleeves. Mainline sleeve ize shall be a minimum Of hr ca t2M the 1 tl diameter of the pipe to be sleeved Control wine sleeves shall be of sufficient size for the required number of tyres under prong. Refer to plan 7. All sleeves under roadways shall be schedule 80 (new) ERISTng sleeves shall remain in place if exlensons are required the pipe shall be sch far Lateral line sleeves under paving shall be schedule 40. All sleeves shall be PVC ras Doled pl. 8. Pipe a h II conform to those shown on on the plans and details. No substitutions of smaller pipe sizeshell be permitted, but substitutions of larger were may be approved_ All damaged and rejected pipe shall be removed tram the site at the time of said rejection. 9, The contractor shall make II final '1 in ntM1 details are for BM ell source tllalonhonly, and as 10. ADO (anti-drain valve) units may not be required on all I d .prior t installation the contractor shall verify with the on site grades if there Is an 1 afferent of 24- or more between the hghest head and lowest head Go I system, the AQVes shall be installed per th detail. 11. All sprinkler heads NrelIb tP p d C il Ito finish grade unless otherwise specified. 12. Theconbadaraballgusl d adjust all sprinkler heads and valves for optimum atone efnrshanbov pray onto walks, streets Walls, etc 13 p sedge. ay moors 0allb Installed n all lure areas and landscape areas adjacent to walks end drives. Install poP uPS to Oho height Specified to the Irrigation legend Slid h1 a IOU f y automatic Control Yelves shall b installed per (faults q details, shelf system I armed by a Modified flgaeon autltof pnorto rsupa 15 aTCn aurlt IAn of cerTfcate of use and octt Pan% ♦ •I D / 1 f J es. % °h �x I. 1 TITLE SHEET L2- MODEL HARDSCAPE PLAN L3 MODEL IRRIGATION PLAN L4 - MODEL PLANTING PLAN 1-5 -IRRIGATION DETAILS L6 - IRRIGANON DETAILS AND WATER CALCULATIONS L -7 - PLANTINGIHARDSCAPE DETAILS LB LARDS CAPE SPECIFICATIONS 1-9 PLAN] SPECIFICATIONS LTD. PLANT ING G SPECIFICATIONS 111 MAINTENANCE SPECIFICATIONS 1 he design shown diagrammatic. the contractor shall [lie site t ee cond ans prior T 2 The contractor shall p d for posille drainage dairy f all structures at a 1% mhm D forhardscape alas and a 2% rainmLitur for ds Pdareas unless prefer infecd by 3 The wdmdor mut notify the Landscape Arclilsi(951) 990-3381, 48 hours' pror to Starting construction. 41 The central ,I hll bersconects for obtaining building 1 'Is prior to "Inc luding construction 6 rhV contractor shall notify the architect 11 dlscmpances exist t tween existing site congfians and Plans 61 Nl construction shall meet or exceed local controlling j -d n 7. The contractor shall take teat care to Helped to amenities during the Q process of consiructiom Items not Specifically m If ad f protection shall be protected e. The place, w 9M1 n the l0 12 of the contractor shall ill move rocks greater tl 1' d .( P fnsl gat (II tug 91 All la tl- other than Intl shall Do f3 medium gi ntl bark areas 10. hmlcl (1t- thick lay When hanplenl { d' from flats) 11 eon ll Ig n9 to be provided by cant 1 U ,factor obeli engage The Iab'of of the equal open form card tl &t Soll and sShall ab "orequaltpheolwne is ICSa chit agricultural al letillly. All spec IL Sdosals e submitted to the Owner &L. d Architect Soil the spec fcDl Dls shall be modified to legal the 11 el forth in the so is 12 Instal Install arbor guard bunk protectors ora or approved °m L ills 1 °ass of all trees located in tug areas 13. InalrlltleG)tool barters oP all trees whtil6 fll I 'k Itdewalk, walla or euNs IF Ak real l is will be linear no cfd�ng of n 1'- adrlT' e ♦ e e MAINTENANCE RESPONSIBILITY NOTE Perpetual el nal maintenance of landscape and irrigation shown on These plans s responsibility al the Individual homed wnes M1all be the 1 NOT THE DESIGN LANDSCAPE ARCHITECT SHALL PROVIDE A CERTIFICATE OF COMPLIANCE TO THE CITY INSPECTOR PRIOR TO ISSUANCE OF CERTIFICATE OF USE AND OCCUPANCY. 2125 TURNBERRY LANE CORONA, CA., 92881 T: 951.990 -3381 SANHAMELC HOTMAjL,COM PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO, 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA CONTACT: BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 714- 2852900 FAH 866823 -7480 SHEET DESCRIPTION TITLE SHEET PROJECT TRACKING DATE Z B. DELTA REVISIONS DATE BY ,dil DATE PREPARED 1011 DRAWING SCALE: DRAWN BY: STS DESIGNED BY STS CHECKED BY STS D10"E, 1-11 I'll DIAL BEFORE eF hour ar YOU DIG DIG TOLLrn¢ 1 h00422413 A PUBLIC SERVICE BY NOTICE PROGRESS PRINTS o PROJECT NO. 00-0000 L -1 Sheet 1 Of 11 ABBREVIATIONS AD AREA DRAIN ED FINISH GRADE RD ROOF DRAIN And ADJUSTABLE FIN FINISH FEE REFERENCE AGGR AGGREGATE FL FLOOR REINF REINFORCED APPROX APPROXIMATELY TOW FACE OF WALL RED REQUIRED ARCH ARCHITECTURAL FS FINISH SURFACE ROW RIGHT OF WAY ASPH ASPHALT FSG FINISHED SUB GRADE RP REFERENCE POINT BE BOTTOM OF FENCE FT FOOT OR FEET RWD REDWOOD BLDG BUILDING FTG FOOTING 5 SOUTH BLK BLOCK GB GRADE BREAK SCHED SCHEDULE BM BENCHMARK AND GROUND SECT SECTION BET BOTTOM HE HOSE BIBB SF SQUARE FOOT OR FEET BP BOTTOM OF PILASTER HAT HEIGHT BHT SHEET BW BOTTOM OF WALL TOPIC HORIZONTAL SPEC SPECIFICATION CB CATCH BASIN ID INSIDE DIAMETER SO SQUARE CL CENTERLINE JT JOINT SST STAINLESS STEEL CLKG CAULKING LF LINEAR FOOT OR FEET STA STATION CUP CLEAR MAX MAXIMUM STD STANDARD COL COWMN MC MECHANICAL STEEL CONC CONCRETE ME MEMBRANE GIRL GIR STRUCTURAL CONSCONGO CONSTRUCTION MET METAL SOS SYMMETRICAL CONi CONTINUOUS PER MANUFACTURER TO TOP OF CURB TOP OF CURB CTR CENTER MH MANHOLE OF TOP OFFENCE DIET DETAIL MIN MINIMUM TOO THICK OF DRINKING MISC MISCIELLANEOUS TOO TOP OF CONCRETE DG ECOM DECOMPOSED GRANITE DEMETER ED GRANITE N NORTH NORTH TV TOP OF PAVEMENT DIM DIAMETER NO NATURAL GRADE TR TOP RAIL DIM DIMENSION N NOT IN CONTACT CT TRD TREAD DIN DOWN NO NUMBER TIN TOP OF WALL DR DOOR NOB TYPICAL DS DRAWING Ui OC ON CENTER ON CENTER ER GET UNF UNFINISHED DWG Op OUTSIDE DIAMETER UNLESS OTHERWISE NOTEI EA EACH EACH OAP COVERING VER VERTICAL. EJ ELEVATION JOINT PA POINTER AREA So W WEST EL ELEVATION POB POINT OF BEGINNING Wl WITH E ELECTRICAL EEC POINT CONNECTION WD WOOD ED EQUAL PRCST PRCASS T E WI WROUGHT IRON EXP EXPANSION PT POINT W WITHOUT EXPO EXPOSED R RISER We WATERPROOF EXST EXISTING RAP RADIUS VOL WEIGHT MAINTENANCE RESPONSIBILITY NOTE Perpetual el nal maintenance of landscape and irrigation shown on These plans s responsibility al the Individual homed wnes M1all be the 1 NOT THE DESIGN LANDSCAPE ARCHITECT SHALL PROVIDE A CERTIFICATE OF COMPLIANCE TO THE CITY INSPECTOR PRIOR TO ISSUANCE OF CERTIFICATE OF USE AND OCCUPANCY. 2125 TURNBERRY LANE CORONA, CA., 92881 T: 951.990 -3381 SANHAMELC HOTMAjL,COM PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO, 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA CONTACT: BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 714- 2852900 FAH 866823 -7480 SHEET DESCRIPTION TITLE SHEET PROJECT TRACKING DATE Z B. DELTA REVISIONS DATE BY ,dil DATE PREPARED 1011 DRAWING SCALE: DRAWN BY: STS DESIGNED BY STS CHECKED BY STS D10"E, 1-11 I'll DIAL BEFORE eF hour ar YOU DIG DIG TOLLrn¢ 1 h00422413 A PUBLIC SERVICE BY NOTICE PROGRESS PRINTS o PROJECT NO. 00-0000 L -1 Sheet 1 Of 11 O_i T 13 5 J\ \\ O e c'h 10 T I (DT 9 ^) wT AzVZ V a • N_ ! -f. L/ O O / 1; 10 \r4`1R LEGENDS AND NOTES: HARDSCAPE NOTES 1. ALL CONCRETE CONSTRUCTION SHALL BE 3,250 PSI AT 28 DAYS CONCRETE. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND INSPECTION SCHEDULES, 3. THE PLANS ARE DIAGRAMMATIC, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF CONFLICTS BETWEEN THE PLANS AND THE SITE CONDITIONS. 4. QUANTITIES PROVIDED ARE LISTED FOR CONVENIENCE ONLY THE FIELD 2125 TURNBERRY LANE MEASURED QUANTITIES OF MATERIALS SI PILL TAKE PRECEDENCE CORONA, CA., 92881 OVER QUANTITIES LISTED T: 951.990.3381 SANHAMEL@HOTMAILCOM_ NID$W�.'pE Ea CONSTRUCTION NOTES: _> f 1O— 4" THICK CONCRETE WITH MEDIUM BROOM FINISH �q /e pi ceilvo "'\x AND SCORELINES AS SHOWN - REFER TO DETAILS _ PROJECT DESCRIPTION (2 BEND -A -BOARD RECYCLED PLASTIC HEADER BOARD MODEL LANDSCAPE PLANS INSTALL PER MANUFACTURERS TRACT MAP NO. 31920 -6 RECOMMENDATIONS -REFER TO DETAIL SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. 3O— CONSTRUCT DRIVEWAYS AND DRIVEWAY CUTS PER PREPARED FOR CIVIL ENGINEERS DRAWINGS UNDER SEPARATE COVER q PUBLIC SIDEWALK PER CIVIL ENGINEERS DRAWINGS BEAZER HOMES UNDER SEPARATE COVER SOUTHERN CALIFORNIA 5a5' -6" HIGH WOOD FENCE REFER TO WALL AND FENCE PLANS CONTACT: BRYAN BERGERON — UNDER SEPARATE COVER 1800 E. IMPERIAL HWY, /��� SUITE 200 3' WIDE VINYL MAINTENANCE GATE BREA, CA., 92821 INSTALL PER MANUFACTURERS RECOMMENDATIONS PHONE 714- 285 -2900 AVAILABLE FROM FENCEWORKS IN RIVERSIDE, CA.- 951 -788 -5620 FAX 866 -823 -7480 5' -6" HIGH SPLITFACE MASONRY WALL � REFER TO WALL AND SHEET DESCRIPTION FENCE PLANS UNDER SEPARATE COVER o- TWIDE TUBE STEEL GATE WITH WIRE MESH- REFERTOWALLANI HARDEGAPE PLAN FENCE PLANS UNDER SEPARATE COVER 9O— REFER TO CIVIL ENGINEERS DRAWINGS FOR PROJECT TRACKING DATE PARKING LOT LAYOUT, CONSTRUCTION AND ALL OTHER I. ASSOCIATED FEATURES 2 10 4' HIGH TWO RAIL VINYL TRAP FENCE 3. -- INSTALL PER MANUFACTURERS RECOMMENDATIONS 4, - AVAILABLE FROM FENCEWORKS IN RIVERSIDE, CA,- 951 -]88 5620 - - 11 ADA ACCESSIBLE PORTABLE RESTROOM WITH LATTICE SCREEN 5. - -- INSTALL PER MANUFACTURERS RECOMMENDATIONS DELTA REVISIONS DATE BY 12 SALES TRAILER AND ASSOCIATED ACCESS RAMP PER CIVIL ENGINEERS DRAWINGS UNDER SEPARATE COVER G - y 13 EXISTING PROJECT MASONRY WALL 2\ - - _.. CVL —.. _.... VICINITY MAP DATE PREPARED: _41611 DRAWINGSCALE: -V" 10' -0" MODEL DRAWN BY STS - LOCATION DESIGNED BY STS I CHECKED BY: STS �T DIAL �/ P I BEFORE I T 'n( YOU DIG YOUCIR TOLL FREE -, rf °4 / T T.] • n UNDERGROUND SERVICE ALERT NOTICE PROGRESS PRINTS ,~ PROJECT NO. 00 -0000 L -2 NO: a . . . . . . . . IS . . . ' LEGENDS AND NOTES:.__ IRRIGATION SCHEDULE ARC Rod Ii Kate' B °'J� N.. 180 11 0 12 E s 1 R.., o Ua m e 12, DO 0 at B AS AN 10 113 U, ad 1606 1 SAM IRS Ulu Sales He) 10 1 IF 1 G h alt �� 0 �� 9 8.09 iro Series . ,o IF R YYY f n m a O 1 0 n. 1,00 1 7 9.86 f CAN Card RIC Ira a 100 7 ® o Use acres ,� ar. ��� , p Do Led rC e 0I .11.2 8 .,.. J 8 � 7 �Td � Fore v .. as Nw r{ 081 9 /dep rfI 'pi �eeN [L .e a _o , 34. do i F, I F m A 1 SVIlF ,I 1L / 1 ® B 12.5 6 Pj 4\ /. r 3 a cal n �"7 - ° 262 1 �' (� I ne 1 t t .. EICE 0 �. B A e( oe (ao C� f E D CA ape are or tell: Fqu,2 art 6 6 2 B.W 10 1.33 1.43 4 V�b p Q ^ b / r L a^ �. 1 yaR�rl A„ / 3 3.82 / 4 o c u n^ 1 , 2.00 3 a �I 06 3 / q, F,{ V or, 4 2 M 0 2,43 2 Y T Ilri, 1 tir fail, N'Los IP al � v % p / 2.99 1 4� ) / !f / C p.. pone... T E/ late _ tl r. dd.r ANN amp MANUFACTLENJECapi IS r ,5 411Fl Ai 1 - m, , 7/ Nor � ( do 'Fair, I area Cal Nano .!,are ent art' FELS Sao t perl 0 do. I COO ail �I G — No are IF li I IN F , � � Ye I .7i 14 / r ern aor. .d .. 18 are � r 10 ei 9.85 3_ i;` -./ m TI VICINITY MAP 9.89 1 _ , A. _ /!/ - zoo z _ �j MODES: 1ok is % '� LOCATION 2125 TURNBERRY LANE CORONA CA 92881 T 951,990-3381 SANHAMELdHCINvV L. QOM Pao wNOS�yf ys�P� � �2"or cni,l°aR Y PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO. 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE CA. PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA CONTACT: BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 714- 285 -2900 FA% 866 -823 -7480 SHEET DESCRIPTION IRRIGATION PLAN PROJECT TRACKING DATE 2 3 5 G DELTA REVISIONS DATE BY Se za DATE PREPARED 4-10-11 DRAWING SCALE 1 100 DRAWNBY: STS DESIGNED BY STS CHECKED BY STS 101, 1 1 i ��/ V /T• / / Fr• �� NLIMRER.01 _�ded �� ,,�� ��T rLr vnvnlu e,c / ' Mr III 3rD' �A f , V DIAL 1� No _ o 15 00 1�� (7 BEFORE" FFFIII III 7J A Feel DORI 0 Oc f Val L II t F I you DIc YOU DIG ValveN mbcr _�J r I'lll UI qV /ILn01f / / A�i011 FIEF ' ' t xy4d¢<10)� a #�— Valvr, Flow S I N' Va.ve Sze �� f ,� !k rl l tl(JC. 101 lI lul / AJ • �µ f p� A PUBLIC 9EftVl C9V - /��� , h /� /� \ pC IINO BERVIfCAI ERi fare 1111'spof- o r L _: l0 00 IF I t I d8 0ii ,I , "(• * �� I NOTICE PROGRESS re", 13 PRINTS % coo >' '-CO nL lrN ADS [, ! /�/ P par IN u, r r - 10 a, ���� "4 ..emu .,.. . ",�,.. IUd, 11 clot 1 ooy,m q �, y d II, l Fi IlA, M 4UPOPt, � / Qr t I r 0 UP joidel Id, oure nt I(,( 42 1( p +l n' frodiript 58 iUP1•I all - PROJECT NO 00.0000 0' S' 10' 15' 20 30' L -3 Sheet 3 of 11 edict I trial, 3 3 LID I 3 30!01`1 II Rod, recall lo %ald, O OU9 =, Az Plie 1 11 A OC,I' ll L f f Far for - U U011•' NO1E GQ d dVRVf 1 11 r1A + o 1i O o Al 6i %1 C 4.T OA A ACP B ( 1. 0 000 0a'6 E/ ^ ". c c 1 , 0 11 1 F..Ca.... P 0 0 V Ll 0 000 kll 0 0 00 to If ... D t 0 UP joidel Id, oure nt I(,( 42 1( p +l n' frodiript 58 iUP1•I all - PROJECT NO 00.0000 0' S' 10' 15' 20 30' L -3 Sheet 3 of 11 w 0 a /T .l ♦ • • ♦ ♦ va FIN \\ /P -It , _ 0. V vV A� A \\. � � of FAA f �v 5 Ff I TT � 4 �^ P r r S V ,b gallon A 41f C i I For IA IF If \ o$ \ X. jr / ., .� f �G1 It I If �1 A A /r —� sL t 0 INUND (Fv,S LOI ANIC ALNrME f (DMM(NNAML It I 9 II n Lz,11 -. T. 4I„ I a,l,rl,, rl 'If I ->„ A3) ' J Al R fTurriflp, 11111( ILI, II )T AAIDLANDSOPT ARLA dr,"A[I IJ,CjUjY "ITt 3uAIL RECIIVE ( 1 112 MAN OT MLLLM GRNR BARK Lflf 11 RN ERENCL NOTES SCHEDULE ,WI I 01):INLUA[ Bl 111M I ful CITY e I IF I R If MCDwM e8w0 BARK MULr I r oaz PLANT SCHEDULE TRES BOIANCAL N@dF I(QMMON FAMA CANT 01 r At FAIR r SAL NA£ rmm r m�.SLaa'a 24t... c... Pe t,,a, ous L r PblPln B4 wr O D`ul QA Ir, l llouly O"x 24 to, �(\,M',' +�q M(0 ) `. ✓l RImP V MJmt B Y 1MIMiot -B. yl HmnlioieR. ♦uN 74 ax 4 MIO5 nx Illm 1 IA! 24 pm LIO3 Su 1 24.E n 2125 TURNBERRY LANE CORONA, GA., 92881 SHRUBS BETANICA1 NAML r COMMONNAMF EONI Q1 T:951.990 -3381 (.� Paycy d BI m1)"An 5ym 14 SANHAMEII(RaHMMAILOOM \ , ifo 11 I (nnR,AINAse 59al 23 V+�S QED GpF 1 Iar 9 aAC I' Sgo 49 HR I ( L'-., 9I C a ( a Ir 0 BGray L 1. 'I 28 uD Ar a 0 Aw Ia P P Rudy F IN' Z T,= SBaI 2 cm wiF MY 1 t L [IIyAI 1 -C Cloud ,Ml Dean O,u.-Rl 5ya ,] LB PRO JECT DESCRIPTION (A1 mp51 ., " "rta.,_P.... , or IS grouse oed 14 MODEL LANDSCAPE PLANS (n) Mm _..sr aK.I RIm�IUy sgal 54 SUMMERLY DEVELOPMENT Myn a is crowar iY.Lf Myvb 5 gg 14 CITY OF LAKE ELSINORE, CA. M(o) PREPARED FOR: Pm. e..aT. sg„I ,s "'I0 I BEAZER HOMES A(aIS IC,BN °K,IIJ]FM1-4ama 59 °' �' SOUTHERN CALIFORNIA 1 R.I 1 IkL -y rI' I'nort Sy" 41 CONTACT: BRYAN BERGERON M (0 t) 1800 E. IMPERIAL HWY. { -'" 1 I s a 3 SUITE 200 I(LI) "1594onspwi BREA, CA., 92821 { s=.. uIvEr se.,, Li 15 PHONE 714- 2852900 FAX 866 -823 -]480 ( 1 ayln= do, or'l I flatly BL _ S9'1 98 1 u1 fl) SHEET DESCRIPTION VINLLSPALIB 9JTANILAI CARL I C(11MCN NAML (()NI QT A PLANTING PLAN ,:III L Ir 3� LTwII' ,s 9=I 1 MIO of ad IRUB ARLAY BOTANICAL NANK I CE)MMON NAM§ LOW 41 PROJECTTRACKING DATE 1. I*Ilctotl AvrR AAKu - i Am, alnall I AMID 1BA 22 z _ MO I Ivme .> (1110, ra Pramyty 1 OFIA 3o - 11 NAPA) _ 5 G. Z 111p, Emrcu r) RIIE FIKA 1 9'IG `4 52 DELTA REVISIONS DATE BY 110.3) CDN1 O,y nn E 12 Sc 802 Rat C. 1) OF 1,327 2 b93: A LIE CA, -. VICINITY MAP DATE PREPARED: 4 -10 -11 DRAWING SCALE '..1 VEl MODEL ': --� DRAWN BY SIPS LOCATION DESIGNED BY srs _ CHECKED BY .STS _. QQ �� Ub / DIA , "I I L I) BEFORE jz YOU DID FOR As Cu W 1 too A PUBIC SERVICE BY I% T fl ` UNDERGROUND E (LERT F,AJ7 / �v NOTICE PROGRESS PRINTS t \; o A, PROJECT NO. '� 00-0000 N �- L -4 IF 0 5 19 15' 26• 9• Sheet 4 of 11 FACTO - LEARN NO USERS IN 1INIHOD, NO IF IF TO NO 1 NARDSCAPE A ALL SEEEKS TO BE SOIL 80 PVC I FINISH Wrel 2 CLEAN BEACKELL ETC COMPACTION 8 EXTEND ALL POEVEA 2 KYNINE) EDGE OF 2 CLEAN HANEFILL SEE. COMPACTION n SEND UPERESSAIMPE I SIDES THE FINDS OF THE S NUMHURMSURE LATERAL LINE 4 NORAFTESCURE LATIERALITNE SLEEVE SIZE SLEEVES SHALL BE GENTIFIVID BY A TO- 4 PRESSURE SUPPLY LINE SERVER PIPE IN Thl EASE DIAMETER OF MANTRIESSURE LATERAL DIAMETER VALVE BOX IN THE PLANTING AREAS 5 PROVIDE FIT OF CLEAN SEEKIFILL EGA C VAIVE INXEGAEL BE 81 PANEL ACT A TPOLP THE A INCONTROL WIRES PEOPLE AND TAPE AT 15 0 c AND INSTALL LOGIN PRESSURE SUPPLY LINE 5 CONTROL EYES SUREVIS SAO PER PLAIN UDOITHATHayl-WHISMVISRSE THEPAINET NOTES INSTALL ADJACENT TO PREASSURECLIPPLY I SO GREEN OIL BASED ENNAMEi APPEARS LINE PAINTED A PIGTAIL AND t GOP CONEI WIGES AT AELBORKENANGESINUROCTION 6 PRESSURE SUPPLY LINE I SIZE TEVICE DIAMETER OF PRE�SURC SUPPLY LINE 6) Er �2) 4 _0 — --------- - ---- /_ H)% FOR I IT 4' dl�p IN TO 30—INCH LINEAR LENGTH OF WIRE, COLO) 10 TAG WATER PROOF CONNECTION IT OF 2) REMOTE CONTROL VALVE� GAIN BFRD )FROM INSTALL 6—MCH MEN. ABOVE HIGHEST POINT OF DISCHARGE Al RADIATION RESISTANT PVC SON 40 MADE ADAPTER (1 OF 2) UN RADIATION RESISTANT ERIC SCH 40 PIPE (1 OF 2) FINISH GREEMSEEPEOPE OF MULCH PVC LATERAL PIPE END SON 40 ELL N OF 2) FRED MAINLINE PIPE 1. SLEEVING DETAIL 2. TRENCHING DETAIL 3. REMOTE CONTROL VALVE DETAIL "P I_ � 2 3 4 11FREGINCE! POLL DIMIS�ON 4 0, we" BIND DI 1/4-INCH TURING SEARS MR BIRD III 030-HECH LREING REOPEN or WIRE. KW) 7 SUMER�� EMITTER BOX / It QWATERPROSELF (CESENEORDIN I ME ERESES; (I or 2) �A L-ir GAIN BIRD SM-M MULD-ONALLEG ISMESSEARE A 1 1 E Irlh L (DIDDAN PAN DIPOLE IRWIN BURD A (H)MIS FELOW ANDE-SLATON VOW XMIL-ISIRDIR _lE DNA ANN DEEP AYV-LFIX75 WICIA l ASTYPENCE NOUN MAIN BIRD PM-12 ADEPRECEN AS PROPOSED) AT, (INCLUDED IN SACESH075-PRIF KEY I- PERIL Re E (DOESESURE REGENATTER TOPPED r TOP OF NEW! AT&HE HI-HLO TEEL USE MITI MA-075-I HA, AT Ell IFFOO, SO BY )EVESIDGH-POF NFE 080 FINEM GRADE 0 EVENCLU ACT UNION MCA( RISER STAKE C)EASE SO HE MALLE �R BAD BIRD RS-025 I I I 1104 (DW �n" KJACTAW GO PER 0 PIK AT, (1) REVERI PRESSURE REGULATOR BIRD PRS-050 L 12 IT N OF 2) @ UNION �MOP AS WEST 12 MAIN PSYC SOL 80 CLOSE AMME @PASS SET PE, ME. (I OF 2) 13 ENAI MEN DEBTS AD 3/4 HI WASHM (HAVEL. they IF (3SAFE EARNED PIK (I or 1) 14 85 Pvc SEEN 40 DEC OR 01 T- @DO "� PIPE IF OF 1) 1 14 15 pvc PIPE 1 XACZ-075 PRIF 314 LOW FLOW IT SAe"A% CONTROLZONEKIT A�OPTION �, (P) A-P(H LAAE 2 PLOT YATFOLIH `,dN ARI) k,.--EA, TUNH UPI' bIJEEZFR (HE F %AYL LHIC HPR) I UEALLE END H "'lF, CHF(E� %;,EVE ICE CPHOLEAt PEA TB,,2C[ IN 'ECT. I"ITT (L) 1/2-11KH F C -CH 81, GUILT 1C-0FL,yLF FIFAo �A[Dly NPL, 12 LLP Xr, ;IIIIJBI) ONE /2-NHH HILL PIPE NIEL 1) FIT y [1 40 BE HO IT L.EHAI [ITT (1,C) 4-1hNfl fi%� HE 4FAUT CARSTER TO 1,, D XERI—BIRD-8 IN EMITTER BOX _R00-T WATERING SYSTEM DETAIL f 5 DRIP VALVE DETAIL 6. XER -BIRD EMITTER 130� ROOT WATERING SYSTEM DET % % C) MM DOWNS TWO DEEP MANIFOLD PIPE LI V -1 PRO NINE FARE BAN PAGE CALLY FEE USUAL A BONN ACENOTHE UK SAM WY-yR-0?Q FLEST! HOSE ENVELOPES I [I ILL (D D-ONEENt GAVE Box WIFE L! III I I GOES I t EST MINIMUM Prept OF %, w�IFE) GRATEL (D MAN On WESE (I or % OF A U, I S%ir -'AT, 7 GSL NE MIT FELT (D IN + HE IF 4Y NO GRADEXATOP OF MULCH FINISH GRADEDTHEOP OF MULCH W"� POP—UP SPRAY SPRINKLER 41D-04 LEI 1806 WITH SWING PIPE eyyy�� 4. SPRAY HEAD DETAIL d @I -INCH PA SON M CONSOLE ADD NEFFERSE @WUREPA TO EMERY CONTROL VALSE; AND SENSOR Oy lE,: E :11:111 (D CORRECTION FOR WIRES MGM EMBASSY It I I L)r I LUJI I'ver—, P S�IT SMART �ONTROL SYSTEM A 11 It —Tss (OUTDOOR) 8. CONTROLLER DETAIL 2 DA, IF I Well it 12 E IN I, A E, ESPlSMT SENISOP I OCAIPON D III 0 — I-BUG D�RIP �SYS-TE'M]� wailk 10. FLUSH VALVE FOR XE ZOLLER SENSOR PLACEMENT 9. GATE VALVE DETAIL —To FiLUSF 4, # NO IS IN th 11. CONTF ye L he ye 1— 6 1 1 2 rsp�_Smflr RESCUE Y_ All, , 44,� 2 namm SIEVE) ILI# - @CONNECTOR MR BROAD MGM COULETWOLAIR TIES WIFE LLrA'IH LAST ClITROLAR 10 1ENLOR NOT Per FECHO IL0 FEET RON BIRD ESIP-SEET COGRENCOUSECR MAIN BIRD CAPIDERE SEASON RECOMORNEDLE) 4OUN1ING $IRS SURE NOT RECOMERENDED MR MOURING Th MENSOR WIRE mom PEOP-siver mmo�R To SENSOR Al I RESUME OF WINE FROM CO��R TO OFFSET SHOULD BE No GR�� ELEVEN 200 � 2 WINDS MAY BE MANAGE) ON FORCE WIFE Pon OR ON VAR OF HOUSE 3k MYSELF SWUM NOT BE MOUMD UNDER HIRED IN WEREASE OFFECORM By SPRITSKJOR Ol OR UNDER SAVE OF HOUSE. IN 0 PROJE MODEL LANDSCAPE PLANS TRACT MAP NO. 31920-6 SUMMERLY DEVELOPMENT CITY OF LANE ELSINORE, CA. PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA CONTACT BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA, 92821 PHONE 714-285-2900 FAX 866-823-7480 SHEET DESCRIPTION IFERIOMATION DETAILS PROJECT THENEACKING DATE t 2� a 4. DELTA REVISIONS DATE BY ZIS L, z2hy y�rIt zi!E DATE PREPARED� 4-10-11 DRAWING SCALE DRAWN BY SETS DESIGNED BY SITS CHECKED BY STS 0 D ER T 3 P I DIAL BEFORE DAYS DEFORT 4A YOU DIG "I YCLOG TOLLFREE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTICE PROGRESS PRINTS Tele dl y"Al 1PAIG Ithell A IN Ve 1 SAIII OU AN P Feet a � EHEAGO LfSe yyHy IF 1 Pr he GA, U OhAy I , 'All r,,,, I y 11. 1 'ELATE AINIENI Hey"', Try, A U I'le dyterell I E A 110 11 EPOGINE DAN PdOrd He LOWNer y At ... 'I XEP;1y . A, fly the me of A 5 e MG,G Ol 5 1 1 U, 'T"A 5 PROJECT NO 00-0000 L,,,,5 Sheet-5-- of 11 OF ON LEI 0 MANCYCOF . A . . IT . . . . . . TO TO SUPPLY PAND SC 40 Ensv COUPLING ATBIRO EMINGS BABY FlTNG- COMPRESSION GAS FITTINGS: PVCBCH40 woruCG H MIN MDCTICAP FLUSHING - MIN BIRDMDCFCUP uTREMS LIDEFIVE TEE f WITH COMPRESSION FITTINGS: Ewa CAP - RnIN Alan MOCFCrw FLUSH CAP -MIN BIRO MOCFCgP tux BIRO uWREE MIN BIRD EDIYCF -1 _ - _ TROL ZONE KIT: - I\ EgiIPVNE NBIHE: AIN BIRD XCZ -X%% INN &PO I.wpscwE wnrLwC In -xx -xx 1 —._ Te ceNE - -l_B NaWV510N OA,PiRER. 11E INCH ADTE AINLINE PIPE Isrn AIR VAC MRELIEFV L COMPRESSION ADAPTERL. ACUUM RELIEF VALVE: IN IRO Vn E ITE RAIN BIRO GOO CFI IN BIRO AR VALVE KIT UNSinLL nT 9oH PO NT i'. xE O1 3_L,STALL AT HIGH CAPES POINT - Iry Lnuoscnne sysienq AN An "asdVENT LANDSCAPE SYSTEM) ioP APE DRIPLINE TUBING: LANDSCAPE DRIPLINE TUBINGBIRD LANDSCAPE DRIPLINE LANDSCAPE Ra PLING TUBING MIN BIRO LANDSCAPE DRIPLINE BLE- LbX)(XX POTABLE POTABLE- LDP -XX-XX POT BLE LD IVAN EORIPLINE NON BLE USE NON EFFORTS LEE POTABLE LDP %X -XX NON I'OTABLF. � I pP %% %X 1 AIRNACUUM RELIEF VALVE: MIN BIRD AR VALVE Eli (INSTALL AT HIGH POINT N LANDSCAPE SYSTEM) �� CONTROL 20NEDA `• TROLZ NE KT: x CONTROL ZONE KITMIN OOIN31RD 10N ADAPTER COM BIBS IO CF 1 00 OF' _ MAINLINE PIPE ADM I AA INTO THE FA I H, AN AR ANAFLUTT MnwuNEPINE SUPPLY HEADER SUPLYHEADER PVC SCH40 LANDSCAPE DRIPLINE 2" BELOW GRADE Y FIT COMPRESSION FITTINGS: PVC SIN 40 WITH COMPRESSION FITTINGS: COUPLING - MIN BIRD DECEMBER WITH COMPRESSION FITTINGS MIN BIRD 600 OF 'LIE WITH EASY FIT TEE - POTABLE SYSTEM FLUSH CAP -MIN BIRD MDCFCAP RAIN BIRO UI 1. LANDSCAPE - POLYGON SHAPE 2. LANDSCAPE - CORNER SHAPE 3. LANDSCAPE - CURVED POLYGON 4. LANDSCAPE DRIPLINE DETAIL 1DEC SO"WITE OR DEC 7 PYC unm PIPE LANDSCAPE TRINIDAD TV61N4, RAIN BI - R RV LANDSCAPE TUBING E RVx BIRD I LD % f s , , xF M T RI . + s SAM AT COMPRESSION Awux y sVB1Eu;w W Eun¢B Cox, AM MIT MIT BIRD SAM SAN • OO EACH GRADE ( yPnATUR M COLD, vNK AT: RUSH GAS FOR P EASY ITT ARBITRAGE ORPVNE NBING EMITTER <PRE- INSTALLED) IN TURING THH YµW KIM EAROW E IIxBlfl2 Lw pSVPE pRIPUxE (`J x Ew INS _ x -xx �PLAxT MATERIAL f H l O n'SANHg ART xF COBALT I( ON-PO COMPRESSION FILLED RAIN HH LLL /// \ ♦ NON AP COUPU.BIPp MB aBL MDCWCAP F RAN SION POIYETMENE PIPE V E� evMA FINE �ry ( ]� EASY W RD MDC SEA BISO XBS EBODA) II / WJN BIRp NOAGER BUCX STRIPE 1LBIN0 l x TER TUBING �1 yl _. 1 � O MN (�0 DEPTH N �� 1 .i J i der" �_:J /' © SU61TA �CEXFO %BP BOX: ESP P i CR PMDCFT H FEE fr TJy � L t� '� -_., / 1 ��J �j BRICK MIN \ B] DRIdG�xDRIPDNE RAIN BIRD MEWTEE X POTABLE: FSP DRIBBLE % L 0 B MINIMUM OPM OF / L] 0 L F p RMYEL I" FL --T=om ��[j �ij S b fl <IOr I i1Jc /1 2) HE FAW U iT C04FRE5E10X pWPWR: A C wvx MDISOUP 1 T)1 J) O('ELtIE PART a EMITTER (PPE - INSTALLED) IN IUBIX6 "" ITT EASY OT COICIPRESSION RVH BIRD BROADER THAN 111, U< ITT O IAR TO COAT I UU ED SUCH CUT OE IAPVE Al 5. LANDSCAPE DRIPLINE DE I AIL LOT E rm�A',J'A IMUM APPLIED WATER ALLO S : LED E A': C. Pee.A VILA :. 5 E 544; -00 :.I."0 GAO -OCu YEAR ESTIMATED ANNUAL WATER USE HYDROZONE I - TURF ALE I EC CR PAHIA .IE SLA ANN :'. E0 06 SI 1 C�FAI AR b ESTIMATED ANNUAL WATER USE HYDROZWEI SHRUB PLANTERS EAYJ : 1 c Cb S,A 5. 4016 O cA ✓d : ".P. G., G. „:.. \.:.EAR FBTTUTED A441A. WATER USE O,AL LANDSCAPE AREAS EAIDJ : '0 TELL EU W1:5 SmL 9. WATER USE CALCULATIONS TO IF AS A D LANDSCAPE DRIPLINE CONNECTIONS .a -N POTABLE SYSTEM 6. LANDSCAPE DRIPLINE DETAIL LOT 6 MAXIMUM APPLIED WATER ALLO .1 Syr, 0'a f N ,AA ICF `0 ENDLESS: NU TIMAW ANNUAL R"TER USE E LLJ b EG6 '1 ESTIMATED ANNUAL WATER USE HYDROZONE SHRUB REENTERS Cc 20 EAUJ b:6 GA..vA "AR `. SIT ESTIMATED APIUUAL LATER USE 701AL EAND504PE AREAS EAL 0:4 DA D XFS SUB SURFACE DRIPLINE_' -_ AIRNACUUM HE VALVE KIT IN XFS DRIPLINE 7. LANDSCAPE DRIPLINE DETAIL 1071 - PARKINYR LOT 1e. MAXIMUM APPLIED WATER ALLOWANO� ANNA SEES >: a PADUA 5E0 Ob b e0 PA WA .5I14 AA.LOX. YEAR LP (s) Ti6TIIM16D AW.W. WAiFR 11=F —(4 ) HYDROZON1I TURF 1 EA1vJ =.fEio CGb P'A AIL. hEAE SOW 5560 ObY BP01U �... EAW c 0 GALLv \SYEde ESTMAftD”" LINTER U5E (5) HYDROZONEI SHRUB PLANTERS GARAGE EAWJ A EG.'OE x%A V EAU. b 062A T 5A ., EL SALE x SG .. GALIEMS TEAR { I /12) E6TIMATED AVUI4L WATER USE TO1AL LANDSCAPE AREAS. - SAW :'GOAL OF AI L mA`CTQCE0\,IC GC9, � W) - EAU, Y9ESiGALLOAS L LM I —f 10. P.O.C. DETAIL TO D XFS SUB - SURFACE DRIPLINE FLUSH POINT 0 1 A "- WITH EASY FIT COMPRESSION FITTINGS 8. LANDSCAPE DRIPLINE DETAIL LEGEND'. 1, CAPPED MAINLINE TO BEAT YARD IRRIGATION. 2. VALVE LOCATION BEHIND FENCE. 3. PRESSURE REGULAR OR IN VALVE BOX LAS REQUIRED). 4, SERVICE TO HOUSE. 5. BALL VALVE )LINE SIZE) IN ROUND VALVE BOX. 6 MAINLINE FROM METER SEE PLAN FOR SIZE ]. CONTROLLER LOCATION, B. ACCESS WALKWAY. 9. SLEEVES FOR FUTURE LATERAL LINES- SEE PLAN. 110, SERVICE LINE TO HOUSE. L 11. WATER METER - SEE PLAN FOR SIZE. 112. TYPICAL TURF AREA 113. FACE OF CURB. 1 11. NOT USED III AN A 2125 TOR NBERRY LANE CORONA, CA., 92881 T: 951.990 -3381 SANHAMELIi HOTMAI L CCOM 9�Y f OF cAtlT PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO, 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA CONTACT BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, GA., 92821 PHONE ]14- 285 -2900 FAX 866 -823 -]480 SHEET DESCRIPTION IRRIGATION DETAILS AND WATER GALGULATION5 PROJECT TRACKING DATE 1. 2. s DELTA REVISIONS DATE BY 291 LAP DATE PREPARED: 4-10-11 _ -... -. DRAWING SCALE:. _.. _.- _- ....... DRAWN BY STS....________..... DESIGNED BY: STS CHECKED BY STS DDS ERT DIAL BEFORE IJ EF EFOUC LYOU DIG � uEIE TOLL FREE " ICLOOZ4133 A PUBLIC SERVICE By UNDERGROUND SERVICE ALLOT NOTICEKPROGRESS PRINTS PROJECT NO. 00 -0000 L -6 Sheet 6 of 11 ���✓ TREE STAKE TREE IS, ! LEGEND OVIGNO STAKE I _ —�1) ) dE D Mi NAILED TO WATCHING BASIN I ns i�em.n STAKE 4 NATIVE SOIL L K PURIFIES �1� (2) B. 'T B'MIN 6 MIN A K COPPER SPECIFICATIONS pA rF VIII 1( II 1 TB C HKE 1 I t I 1 -211 II IT D (a) SPECIFICATIONS RTO APPROVED �. STIFF nK PLANT (vl 111 J' II II (a) LoL Y L - 1 \ Y 11111rt FIT 11 L PLADIVICY fl ����������� II W ��iUU111W�i�i�i���i�i�i�lllll�ii�i1�i����i�i�i��i�iv ✓ ✓� IIII]MIF 1111111111 �ID pT „` Ll TURF EoA of E B TO 1;1 _ % D 1 .1 IF IAIL AAXF 1 NOTED ,1 BENDA BOARD PLAIT `..'.. . IF ; �. gENTn 6HMOF� nu,v eur.l v,10 TOP OF RECOUI IS TO R 1 E IC HEADER BOARD DETAIL N110 O 6 B B E. . , -,i 4 \ ET 11 _X_! X11 (0) E TORE 1. TREE PLANTING DETAIL L p 6BBPnLK 2 SHRUB PLANTING DETAIL 3. PLASTIC HEADER BOARD DETAIL OF MULCH LAVER OR TURF PER PLAN _... FINISHGBAS V BELOW PAVING IN TURF AREAS- ♦ T BELOW PAVING IN SHRUB AREAS - - "— TYPICAL CURB WALKWAY, PAVING ORWALL SUBGROUP -W- A =1) CI SI w %OFROOTB BARRIER -... ll II c >r F SPACING T � m� ON CURB SIDE). INSTALL LIB' ON WALK BIDE l24' 111111 ONWARD TREE INSTALL MANUFACTURERS B _ �. EDGE Or FLAMER AREA TOWARD pATIO AND PER MANUFACTURERS PLANT BE SPECIFICATIONS. ADJACENT P EDGE OF BARRIER CUR SHALL BE FLUSH WITH ADJACENT PAVING CURB SECTION SCALE'. NTS T- oawnu FROM TREE CURD, RW11ENpI6TANCE- Q FROM TREE TO CURB.OR WALKWAY ESS PAVING OR WALL IS 6'OR LC55 � - -- -- TREEOANOPY - -� y ® E._B. - TYPICAL CURB. WALKWAY, PAVING OR WALL TREETRUNK Y� 60' \ TYPICAL SYMBOL FOR LINEAR ROOT BARRIER R•l� MATERIAL. SEE TREE PLANING DETAIL FOR TYPE _ AND MANUFACTURER. INSTALL. PER b' (� MANUFACTURER'S SPECIFICATIONS. --------- TYPICAL PLANTING AREA ___ —_ ;END 8 X 2 X 16 PRECISION CAP - COLOR TAN. HORIZONTAL REBAR'. 6XBX16 SPLITFACE ONE SIDE C.M.U. BLOCK GROUT FILL, COLOR CHOCOLATE. NOTCHED VERTICAL REBAW. FINISH GRADE. COMPACTED SUBGRADE. CONCRETE FOOTING'. .FER TO STRUCTURAL ENGINEERS PLAN FOR )FIND AND REBAR 5. ROOT BARRIER DETAIL 6. GROUNDCOVER DETAIL 7. MASONRY WALL DETAIL w. 1 14 FW3 RAIL VINYL SINGLE GATE 21 TIF lelot 0 IF C CONCRETE PAVING (SEE PLAN FOR COLOR 4 FINISH) 02 SCORELINE MIN. BOB, DEEP x 3/S" WIDE. 3O MIN. 90% COCPACTED SSGRADE. 4. CONCRETE PAVING DETAIL -- SELF - CLOSING GATE LATCH WELDED TO ENO RAIL AND POST ..J_ END POST COUNTERSINK MOUNTING BOLTS — TUBULAR STEEL GATE PUNCHED METAL SCREEN WELD TO FRAME (INSIDE OF YARD( SELF - CLOSING SPRING ON OUTDODE OF FENCE ANCHOR BOLT FOR SPRING BOLT HOOK AND EYE HINGE PLACE BOLT AT MORTAR JOINT F.G. NOTE, GATE 15 TO SWING OUTWARD TOWARD THE STREET GATE HEIGHT TO FEE 5' -B "e CONTRACTOR TO FIELD ADLl FOR LOCAL CCHDITIOND DETAIL 2125 TURNBERRY LANE CORONA, CA., 92881 T: 951.9903381 P�Q 1ANOSrgAF �a� 9A� s tV� F DF EA \,f PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR: BEAZER HOMES SOUTHERN CALIFORNIA CONTACT: BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 714- 2852900 FAX 666 - 823 -7480 SHEET DESCRIPTION PLANTING AND HARDSCAPE DETAILS PROJECTTRACKING DATE D DELTA REVISIONS DATE BY Jr ZL ioL DATE PREPARED: 4-10-11 DRAWING SCALE: DRAWN BY STS ................ DESIGNED BY STS ..................... CHECKED BY STS ............. D15, T DIAL FAR RAISING BEFORE + EXASBEFORE I VOUDIG DI POLL, FREE I - FOI A PUBLIC SERVICE CE BY UNDERGROUND SERVICE STUFF NOTICE PROGRESS PRINTS ." PROJECT NO. 00 -0000 LJ 9. VINYL TRAP FENCE DETAIL 10. VINYL TRAP FENCE GATE DETAIL 11. NOT USED 7 Of 11 -- _ Sheet ry ' s FIX w. 1 14 FW3 RAIL VINYL SINGLE GATE 21 TIF lelot 0 IF C CONCRETE PAVING (SEE PLAN FOR COLOR 4 FINISH) 02 SCORELINE MIN. BOB, DEEP x 3/S" WIDE. 3O MIN. 90% COCPACTED SSGRADE. 4. CONCRETE PAVING DETAIL -- SELF - CLOSING GATE LATCH WELDED TO ENO RAIL AND POST ..J_ END POST COUNTERSINK MOUNTING BOLTS — TUBULAR STEEL GATE PUNCHED METAL SCREEN WELD TO FRAME (INSIDE OF YARD( SELF - CLOSING SPRING ON OUTDODE OF FENCE ANCHOR BOLT FOR SPRING BOLT HOOK AND EYE HINGE PLACE BOLT AT MORTAR JOINT F.G. NOTE, GATE 15 TO SWING OUTWARD TOWARD THE STREET GATE HEIGHT TO FEE 5' -B "e CONTRACTOR TO FIELD ADLl FOR LOCAL CCHDITIOND DETAIL 2125 TURNBERRY LANE CORONA, CA., 92881 T: 951.9903381 P�Q 1ANOSrgAF �a� 9A� s tV� F DF EA \,f PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR: BEAZER HOMES SOUTHERN CALIFORNIA CONTACT: BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 714- 2852900 FAX 666 - 823 -7480 SHEET DESCRIPTION PLANTING AND HARDSCAPE DETAILS PROJECTTRACKING DATE D DELTA REVISIONS DATE BY Jr ZL ioL DATE PREPARED: 4-10-11 DRAWING SCALE: DRAWN BY STS ................ DESIGNED BY STS ..................... CHECKED BY STS ............. D15, T DIAL FAR RAISING BEFORE + EXASBEFORE I VOUDIG DI POLL, FREE I - FOI A PUBLIC SERVICE CE BY UNDERGROUND SERVICE STUFF NOTICE PROGRESS PRINTS ." PROJECT NO. 00 -0000 LJ 9. VINYL TRAP FENCE DETAIL 10. VINYL TRAP FENCE GATE DETAIL 11. NOT USED 7 Of 11 -- _ Sheet Be In an 0 Of 14ERAL CONDITIONS PRANINGS ADD PECIFICATIONS 0 The contractor t II Lot of the protect are a copy of Try dru,nas and plersor in tell shut a dAstelouncy Asks itself, r / at d , ll.d > En e testy, b ttd l tl 1 F n 1, dl 1 1 d To l to, ph out dtommg -I ,bi f- [fie donia Iholl be 1 he Contractors risk aid Qp wlk cold be Forced lO smooth if said adlu icaM1 nor net meet Ile approval of too timer. b. The Commit document, as Cooled foram, or, Intended to he read Assets, to de cibe o C and friend patio of Baer, including all real moleriale and oUlprnenl nwe_sary for the proper evecitor of the polar' SHOP loci, CS OR PROeEIT DATA AND ISAITE1 Tq Orange, veto', vl and -1 roll ore risk Unturect e-..I TI_p p'- Allele obm'tlals In to Liberals, for Three p roods of the FILE lea hAh adminflF are quiAd file say lhe ConlmcA.r proposes to wnlarm b Ib Ill ml an u and P< des'on ccner chance the Names b. The Contractor ,M1at oppova and submit Each ..bat lle rtau'rcJ t � LLie sa �� a Accounts nih reasonable pmt pt - and in seen sequence or m delay no delay ,, m. earl CONTROL OF IAATERIAIS d t t b furnished t tf C 1 1 g t 1 d I q1 / n d q The 1 I Tell t 11 .d. Twundled and ,,,a In , ,rOmarrandre moral, b All U CALL be bi .t to led lqALOn dead T the Opinion J ch, C,ner to _ us jet ply m u coattail e t Cited rled T as t 1 a and mr-cdalles Cooled Alto file F at The y f the Conrocar . Sm,LULFF wromfick gurl l title, anna, and [Core list when ,A furkshor tl Enron, of,he _ CC mme:ab Te 1,l orator in file Fmk shall be del.,e.A L fie senior p-,D to a <Fmr., of the ucrr N0.STITUTION OR EUUIVALkNTS Far d t of the dronm' IF r file 1 1 articles L li be eo pooled �R< work nA be nonracial under o trade none If to, at o meinneactra, and canton o beat bar b. The burden of poor a, to the q alsty and smmbli, of alLhimnal, call] to r The Lfromr. CERTIFICATES OF TOLIPUANCE Chan Correct, J, Contractor stall force, We Onner Rah a Carhfood oT Campliana soling Wol the itonoml Inferentially 1,F _,s No .pecYCatons. CONCRETE GENFRI I Conlm]m III pzaAe all If moleriale old IF parr ell o [,,,,trust crnoete Loan no urJlcolud m. 01, Frowmgs and Sneered bartm. b. Concrete enrol cr of onflaind c. 1 fine aggregate (send) client,, Far and is, p p t and and ,',ed m aua n a twenty e n (28) day <a p clC slergm of at lead CAROL " Carlo, per _a inch Fifth o Twice bast to e reed three acne- ...... is alai ,ot contain read" .... Fact, or Foster e11 ride MATERIALS a. Content snat1 be type II low open, poll . d ce -a r wnlaminq IF AUTO C -I--_ percent moll he of tire m v bond and tyre I to mmugnmul Use project b 'And mall calls ok of indoor or onufo<brei or o f if , free Of unlocks tell if vfm, ra,NULe. Send D,11 he daFRYIv nd uniy-ray Fedora. C C ... a aggmgam mall be tempted of grovel aI [Thereof .Flue of trust ed rack and gravel canldi c o OF than GCy polecat of Comm ¢ek Orldee noarq on feel, Followed and not Ice :ran Inenp -live Fa;anl r of gull. d. Add, b II at canton dobkrol r ..Is reel, or cry central of npunties that ,II con.- o mange In the t e of setting. REINFORCEI:ENT Rynfilk """It Thal CoLou to Ra OF and or I C For CIL ties e and shot 1, C inkland thosughly of oil t Fell solle . m rlar el de o only cell g hoh scary ,);Fair toper ,rd ,1F ALL con role. b R mooing OnAL her, - eased In ties draw...= .toll be Trade ao or Trade `.D 'Net 11,11 1senm ng to Al - -Ass. c Was .eeh arencomalt , CLIFF Rord,J i. the closings, nhot ,ndlfal to /SI IA A -185. PUCING CONCLET1 1 1 II C, 'Loaded and o<,r,tCIr I Than Crape relations. ,o a d enter dsP,¢renl Tsar a, fIf, conned b Concrete he II IF F d on dark, 19,0or, of curaff lanyt,ad On or LC011 11 obr,l Fa AT If as d eI[boor mot IT Try dorl t - Fred as mooke ,IT be i coal n n LLe. Concrete b F be d I l ed wifformly and JAIRDI h o d if a unni that 11 I the .e ant, 1Lp The U,rb and bond t face true to Else and section ' e IT,'pre Tt'led tau not nave any o1 m Un count on L col- Tm Inner cStool vB To sl Let b I/z j laEdens "011 n .tap r1a11 bl rlltrdea m a Fm E d ardoo, �qnd; dine /R,(a a ,�',. ,1 I (C bleen In nl I) . Nork,rce shag be e m error, fin,hod r CA Upfulfird hotel' C. L -poll net d' Full FI t Loans - d Oil C t axed II net Ill" and afluntrum into direct eoioel 11 me e- neon=. F 1 j ai 1 ot to a, indicated In 11, d e Fit Orr I to nOed 10 ,, ens, jet r Fd a resells, I 1 t [ to tp of to 11 - ,Q a son... Aly, pmr, 1110 one F s I w,IF proof <m Fund b. Fall u. va bell -hag le Ia,Icd to , nwt 'Front If . /... t l: hills hor, no, hold slat To at LaCuc lot 1, OICIT n ... no, ]con . of 1 and A rmm C to L III J III ere Cecil r d t g1 1,... bCe, r 1 il t Ord,romIc < s1 Ppaa,c Irnt LOU . n sUedI'ueA I a LTFJ C Of 1 /H" at file Not ale a u On 1,111,r end s1m11 1= cut la a in ILAICA d shot be a bl e r p and auorg noon p, e r u farm a o,elt ""III' a 1, red b. Ltd 1 d appra a eE,I purer U . sprnrng a :.9 F, ne.a e 11 ,. _ ..,, a Ice ear lea,ee m, surface 1 Is Inter than Joe P) w,a forcing ,Nmtu If I of consist, IMSONRY C EN¢tnL loneliest - el III on ll left, LI far 1,l t 1. i rabsnor dandle, . L king to lne I o a aataL doomd off tie dr _ red oiled heron. fATFRV REINFORCEMENT a. Remmrr,m d than be Steel u5 le IF 1 111 Ufa - ,na s. Al I/ Feral cc to, Is H r . o l o s l heel for , cartel, F( r[ OR [,boll be 1, 4, r aura, of bond Lear, or, C filled bur, it, I I per c ,,lately blood wars, o vai el h,, 1 1, L M in tell found tan far each - kill ,l I Vertical cons smoll Ill: L 11 1 1 1,11, , std to maul. UttING PAVERS Sp rood a t g ..y t g I d.I11.11df for r N 1 �jnd tracer 19torly'Ll and t 1, 1 shot, L 1 IF I 0 1 rocror Leon in i Cottrell.' 11 1 1 Enrico s ,,,)an( to 1 - 1 n [,,it, a to bust norear to I I 11 111, l JOE l to or True TIRE has Fill, Lob'd < I I ART a t a oil the drI as SINCE I/ 1 p, Ard, test I n DA1 M le 1 9 Tess t 1 or noinflOs copmlcd l tire n 1 I III lour 1 1 d Id, "Thad 1 1 a t t IJ to The cooker FAST el rr.cym is of IC x.s gain INSiALIATION L, . Setting led stall be the quo for shall 1 I wormed b tl ,In ,fill 11 bat Leading rd ro-.<- add federal and Ino another 1/4 ovn,I Tdmg Ccda and Elo my Dee- an Fall 31 I . Apply a W IIlet thin I' of coal, Set Intl Ime1 each brie. b. All nml_ art To laid auk, If a or a r _ 1 I Fold on tiny ofA44 gs 1 c C'na'a, Client Meet, become. 1 II I L 11 OLJ e Try before co :ing ACT m n na tm it Mirbor Ill for Ran all cocCoRn tl I s I, 1. Id to Decency Fghty e,f k, Ill 11 If 1 he III undorm Lhery, a if net l a - i I led 'I /E E, e_ Motor Cane for sca, 11,011 b. Imhd t 1 I:1,, I If TO as... is a Ratio. old e 11 Lead' e 1 for , at Ieas I Contractor Flmll ficla, ,.pars t t an Chas_ IF 11 A Inlet' feel (3D') an center or of e., mJ by 1, Cal cad,. REINFORCEMENT a. Remmrr,m d than be Steel u5 le IF 1 111 Ufa - ,na s. Al I/ Feral cc to, Is H r . o l o s l heel for , cartel, F( r[ OR [,boll be 1, 4, r aura, of bond Lear, or, C filled bur, it, I I per c ,,lately blood wars, o vai el h,, 1 1, L M in tell found tan far each - kill ,l I Vertical cons smoll Ill: L 11 1 1 1,11, , std to maul. UttING PAVERS Sp rood Ina cr,l hit,q b_h 1 In 1, r r orman, .. I Access to 1 tie a true n DA1 [Felt in piano a jurance. Off III 1, ToI Co, FORT on dra.Fa L, . Setting led stall be the quo for IF I b I bur. An , I are and Ino another 1/4 if v_. I rum. I . Apply a W IIlet thin I' of coal, Set Intl Ime1 each brie. (/ le 4/1 nsning or Codeine a, ..r Celina 1 r r Its I it of B FlWNr I BacNlll Regional tell be free her, laid I 1 _ 11 11 11 d killer Itro t -oLL males ale r , Nr✓t ¢he_ in dab I on IF IF . . re . . . in MIOELLANEDUG MLIAL TO lr.A b! d t t t e q P 1 - 't t ) t t _ P.e dirro ml and 11 l- Inde at If orl l & dra,mi ad so. ,T.a Then A . One e tar does net FICILIN 1111aftrnng nice) III Correia and Fiallorly or Offlo r,ILI,r,d Is enAco,n waq, ILOTn, an eeclncal Bark . vORLkra lllp I . Ask moprib and Fenian =hall be Caro' in the Felt a ml PlOctic- m steel fa,"lting III h Piton. of rare e,Lee, I is o Car be rimmed If BELIED a. Arnold „',to., quanbeon d, and Inspector=_ of Mere epere(lena shoe <ondmi to me nature Oil geldh t d t to dN,ldlrlaTd 1 ,Ibc Chat t r „red aid tin ...tip 6cLTS, nut, ALL doIfNERs a. IWe I tone d Car Bms, d - Lots add link, snail he QUvo xed flat a IrlimIn . b Relic [hall be long a FUJI to extend Onlioy Through the nut bbl non "Ito Chan 1/4" beyond Unles -al noted , ART, n C and led s fen LOU be g <d avary need c r ce bolts Tall hold Fee, ( OCTIOS FORIder As :hbs ART t 12d If cat by Calls Jot ve ether parrs far size drg,d fuel Rao a, pub-pwr,hisho era roomed. C . Final r g Chun appgr u_ sail be rmengv r0allad to pe'rFf True r-etionln9 ur by hearing nsen,bleO. 1:'RWGIR LDON I roan , Opy,a, ask t, to -d 11, 1 kill s Orgies card r .. F. s,bell 1 1 Afial III irly mceamej l onto ll nhh,do ,1 farrant r and n-Imbly, a sn_o._, sloe ,,obA Gold no tie ill I too, derFe Lif 1 a tiler pert m data PAINTING AND STAINING TEN RAL I Forb.nor doll po-mo on 1 for rme:m. ad CdRIIl t and neoll LIFE Cr in Chad permits. London and A,nng Of Fell I ,d: a - SCalea on are doamr,05 and spoemd e ln. b. Contractor .Coll be to sp- _TI Lr file 11 'lot 111THICIFIt , ],you d _ ,m ono ,Rhc t,n OC lent and loans. MATFRIIALS a 1 ... in old I loans stall be I For J flat, ' 1 n at, J -d Coal t PVI d- In le Bah file , 1,r., . oJClro-s old a Club, at,, core b .1,n mar s n l o r sal Fto he 0, nor for vl per,r, or IOng may port fir F,. n. Point feel be ask IF a U, are pre,T F•nea. e l l Il t pp 1,p ookv ia,mmnd will) l a afar.... 1, m eats f m ��I l e Leric Of mot r l a s lot or Loch 1,l ILL VIOREMA145HIG AND III ECILIST a. Point moll b applied on Hwmughly dry swlacez one during Peelle If fmomble rcothu, A . Ol y Ind p eoroianl II be Tree IF, w _: 1 ,, look grete u.1, if I Cant C,nt,occk Mall LTICl all adjacent impm.tratle DI d.fiq -Fit a- o OFOR If pan had rrIrsna s PAINTING CNECAL1FZED SUFACES ROUGH CA 2PENiRf pulanold Sears ' .m painted ' hall L F a s hand, Ar Continue title stiff fit ., rear tend r g D t f 11 fry r II later "nn: T wagn eJ e arm -e bleat y mF or�ng 11 II m n na tm q d a 1,n mp.t,r ar�trro. ,tau GENENnb L, . earn fral ' h P It' O,A (1) -t of All do I cal lnne: fist - F C"I by a NMI wv-.n pm t t t d lvro O F, I em1, tl FORT c,,c Ci,naker I l d ll l b L -q,l r w. m lb¢ a m,. am aeml d'cmm a ureJ�re,�,t ..oty -t act a., o, ] PAINTING lfooD reFncts O nwa or dry I I g L la, MATGE ALS All 1100c, chat In wnI, erusmf t , e dust chow _ Ot,r la 5. IT � r dal e m1 g front InCTa 1,1 On,,ndn Lumber draft he t 9ht lots f I +oCt d g tl n defects II 4 i - CRT 1 - me b. Pair] 'ton's or . -viers shall M applied t Is u butt d can I ua croak Nu d nlret v t 1, u L- a, u, poor III, .-emm .0 r t J NO 1 C' cl Us Or Instal .hat on [31, . Is P st, news indicated SI the a f I ill I< ^led I r bum AT iayffi eeF knot. Fi rvr d 1 m th, -. rod, N,. r1O e g ' �d LCes, I I .r foss NeNwme dwal ainfichum to pd I e M o1 YIOR <1AANSHIA I-. temng door the e tae <o L.<tt 11 nog L m n f m 1,u ... t 11 need a <bE, l F e p,.malea. I Lumber en II OU peated or Coast t u I/P rhdr Al l nod Igmn 1 II Clio, ns all wmt ben . a it In -.'f sl Lumber sl IF ten tstated a A y na o u iff tn, e I I else oeddy ] ` cod , .nag In IF In 2125 TURNBERRY LANE CORONA, CA., 92881 T: 951.990.3381 SANHAMELACHOTMAIL COM OPEN 1At4T$�p In 1,F Of GOtp1 PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO. 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR: BEAZER HOMES SOUTHERN CALIFORNIA CONTACT: BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 714- 285 -29DO FAX 866 -823 -7480 SHEET DESCRIPTION HARDSOAF£ 5PEOIFIOATI0NS PROJECTTRACKING DATE f sass. DELTAREVISIONS DATE BY ZZEsass. sass.. sass.. /1 sass. sass sass FEE sass sass. _. DATE PREPARED 4 10 11 DRAWING SCALE DRAWN BY STS DESIGNED BY STS CHECKED BY STS _. D�� ��T DIAL is - (BEFORE b; SEC ' DO 5 CALL Once YOU DIG YOU LAG TOLL Ful s.8M422:4la3.. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTICE PROGRESS PRINTS low IF no in scene role, I re L�l none st, el 0 no on PROJECT NO, 00 -0000 sol Sheet 8 of 11 Cal ask F 0 as • • • • 0 Full Fin F Drawings dK rl ill Under Paving Trenches a ng asphalt wneredor ciancredo shch be backfifled OR ,arid I, later x - i below Ole Ilml Ild Iboo Inches above tile pip 1 slid ternal in layout lo gnu= Reached for Of hill be peaed by the boa Engineer prior to Installing Fr ry'Ie,Al and n5- shall be letl Loan Ain Ile admi gold, The sprInHer " Four Contractor hill mi I, Palo cap and pressure lost I piping antler paving pass to Me paving m], b, flux y, piping under e,lsllng walks is non, by lacking, boring or hydraulic driving , but" ore any culling or nmaking of Geewalke antl let loo bete is n...... re It AGIU UOnn and replaced by Ilia ConlnGor as Part of The Cenlracl toll permbdon to cut or break sidewalks mayor unnnete snail be obtained from the Amh,n,t No h Err driving Ill be pmmlllen unem wnunle Paying. I Provide fora ml!amum roust of bonly four inches between the lop of the pipe and Me bollom of Pe aggregate base far III p tl nine {rreSSUm PPn9 insllllM Under asphalt concrete paving d, FoRml R g of p,nWvr 9 accord on the drawings is diagrammatic, Instal) Inca and a_ osseasymar to saft Ole details shown demanded. c tg no Cal easel on plastic firms, C e each assembly sn its win awe_ hall assemblies - spectral herein U will p decal Ia absence of Uea1 drawings or specifications pminall do endure items required to un acoon, Peamm 'Tell Work In accord anco Colo best standard practice with prior approval dArtNled it PVC Pips antl fifth... shall I" 110I d.... I of dlrl dust nna moMU re hoist, in et°llal . hamI'on and IJ g methods shal he as mcoinmenUed by tile pipe ana Nffil manufacturer. e, Cur PVC to moral tile Contractor shod AnMho moral Canneclors LID Teflon Npea Lshall be to PVC, C I ln6. NwCOn't, m IT le rnqubM P After, ended PVC mnnetenr,m III EfOand PVO adaptors into wMG The pip, may b Id d. 5. Line Of AI- lines shall Task a choll all of six 111,11d, from ... h oh'F and front goesOf may less" Parallel Of shall riot be enriched er 1Y one another . 6, ALln'trall"ClefloadfiC a, Install ul a Vandal Proof Oundmi Rotor to He tiv recall As P 1 RCI%'F" I inslo,mer, R ly xhill no connected b in IIIMIliCLl �,qL"ICR ad bible on Ole draPings ]. High 1l g W' m A C 41 II to th ll'F XVI be l I provided I by leltlga CC b PI 1 k she' 1 tl d ma pmhaving P R Control V i g dU II Alien aler RI ow aLle Ivalves - l each Francis l valve In a separate valve box . g_ Flashing System new prml pipe line, ad fork Ole in l ack aM unmeopit Inowaaary,fG,, n woo- Has been i and prior ' installation of sprinkler heads tiny co fall valves OFF be a der ml tl a IF Head of Water used t flush Out He system . IF Sumer heads 1 be f ry Often Itchng Of tile 5nem has ben, acwnplSrM to she complete t- con of11eA Ifoc_ 10 Sp' kI Vold' linked th Nr Leeds as designated on life is Sprinkler heMZO be 'n z aTIM In No work Tail n all In all respenam those Baboyed, b. AT g of wai eM the naxll Imamate on he drawings. IF no ease shall the Papua ..... athe mxlm,mm .. mmended by Ole 019111far O. TEMPORARY REPAIRS Ili, Oxrwrme.... rho tight to make lempormy repairs as necessary to keep me Manacles so [tem flummenun operating constaborl . Teem rsme of Ph TOO by The Bulls Ucdoper shall novepeve the Concerns of his Cpmmkidnas Under the temu of the guarantee as herein FRY Lai E. EXISTING TRIES What, It 11 mrym eadja, .ASgngalr ns,theCon m ..half o act fmssbmra a 11 lid I PIry to rebels ip or,m who v0 /ode and Inge IIfall lies a -vl A a wonMs a no le is m m a lwrmewr a ORE dII IIna a so IF roots or used mL shall lieu mal p der ,I Halt h a he Icomp or drvill b uao p to or' "IF I rag orearnssv °during Where aaidl machine F, inn dose to learn having roots smaller than Ow, inch,, In rlempllep the w.tg Of the conch adjacent o the vie shalt lie [land NnnmM, ma"g..ran cuts through Real Cole [sea aid mrym in elm^mm THAI On painal w,In she rush of Tree Sort or squat TradM^o eds,ni to It should be Closed ' - Twenty- four Fears and wheel into I& Plot posrble ties toe of the input adjacent to gm tree k kept 1'ded MIT Ml Cr whaves . F. FIELD QUALITY CONTROL hull Incite System TilenContractor Shag Bush and Fit all orris hands farnptimum P houreace aid to Covent over Fully site want, madi ad nearby as or as possible b If It 11 BlUmmod HER AVOCCIEFIC, 11 in' IFFICeell about Cal arcane proper no once. aaeg n nc ri se Content" shal make a tl ,,Of epdw to pia Imp. Adjustments eels may al Induct changes nlesRontra torque .i par Lox togas FORD ,ead56yUe COnlmticr Na bnaccomplished w11 en day, Balm by ead Vold er A Ikl rheatl Nal be KI Pe Pe d': to Fn shoa Credits _. otherwise designated On it The plans 3 Testing 11 IL 'Onot net TI Carl r lot net req wltnepremnmar leAmti e[t In "gv roll 406n rs ln MVe lw of Testing. I . Texan pmer.m III tnernyemrrs hpressure ondp pR.nenna 5'.,re mG sold make c All and "Ili tl tl Vtl of 150 l solids ver 16,11 and I war prior ' paving d Borden Pleasure In f 1 IF an Wa hours for gumend by Illy .It Fktl In adeal )Onto Ind arpoo well 0 -91. I- t Fee m,newss 9, When Be spin: ue VF, mae I'd Pmo k p a y tl I due to o lmm Plane TO me the end has Ilbp i1alled a& mi,suld onbe 6r wig, it Is obbusy I aradOmal Will 'It begradep Ili,, Z, Ole attention of the ArVand, This shall be accomplished From y ground Avoris pan rid no Up eomPlellon of me Phase Of Work , y ahal be Rated and Injected to meet ells G. MAINTENANCE 1 The l sprinkler 5 Y ban be under fin auonub Operation for a period of warm days mort, any p G g 2 TwArculflect reserves the 51 sopaire or sharan The pct peflorl . H CLEANUP in' (cleanup h .lb tl 1 Work , , R N, d I'llb w°a from Iceland shall Web tl rIll n any a J usM1nedonTWIN of ,Marc ha a reported - aTn e. n, an I. FINAL OBSERVATION PRIOR TO ACCEPTANCE I Tile coolmACn deaf pera oil, Y=emin'xanenyfor the elephant mLay of Final aboodral Any Moms clock no accep,Lge by he Observer N11 be rewo koa 10 the earlier, ok of tile Andald, 2 The CRnroAm shall Show fil q, the nN.vt not [lie Owpe h l d al e ehpFU mcmd arsonists, a i d equpmentan tequlma before fool aS cur. ones, J, OBSERVATION SCHEDULE I Contractor SLIb 1 I notifying f0Amlvc ' Cal tar le following according bed m d Jet) Conference Tsays no P uppVll Installation Finb testing 40 hours A O I II Hours d control Ll 1119NElailOn 4F h Lateral I d pl kl r' Unflumen 48 bases hours 9" Final sm " ray, 2. Men aram'sh" have M Y h F the A -' ,OVa n by q m a ana 3 Ed Trial Ob 0 II C,marrieful without I hit a Iq_I the event, Conlac,¢IS all Iqu bllmakings n p.'ql IV II Tnol IV pppa 9n Fri b' ban Ira1 I I A Ire FERRY mrs',ylp In - n_b - al the (Plus I^mmenlepcp B al 'mlecgns Oil be : uoul Ratio It1isG It)forOle bell, END OF SECTION • OF D PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA CONTACT'. BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 914 - 285-2900 FAX 866823 -7480 SHEET DESCRIPTION IRRIGATION SPECIFICATION5 PROJECT TRACKING DATE 1 -.. J d L, DELTA REVISIONS DATE BY GP LL _. Ass DATE PREPARED 41011 DRAWING SCALE DRAWNBY: STS DESIGNED BY STS CHECKED BY STS. DD ERA IDIAL (BEFORE +d- �U ) Cox VFqRdaQG IYOUDIG YOI 'IOILfNEE F2' 1 too F@L1N A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTICE PROGRESS PRINTS _ one �Id PROJECT NO. 00 -0000 L -9 Sheet 9 of 11 IRRIGATION SYSTEM L GENERAL a, Sol...(,,menlanapkme I PVC 1 "ea pipeand flingseibe MiCAa tl slallm n noH, its A. SCOPEOf WORK maleaals equlpmed and San Fee necexsrryle sum it and install Irrigation Systole as by life °r. ,heart�n them onto Remo, on IAl!Fee e, All PVC pM ha be"r le! tiv g mUngs' B. QUALITY SS RANCE REQUIREMENTS ftEOUIREMENTS (I) anufaln°,r 1. PThe and Fees 1 permPNCEAee omml pip, die. (9 Nominal The Contractor obtain and pay for any and all Penm!x and all lnspnGicns as mquimd (d) Sperefthe or doss. 2 Manulufaica xOlmdiom rect. (d) peak and detailed nd followed all csas corkers the manuladmm5 Of ar11tles useJ In his tgnvad Wmirb then, OREMaetSuP51. (fi) NSF Margaret almnnlI alien)aptadem OT L name nr lraeema!k mrlorial aeslgnal On, i/ appllablo LP.$ affiliae.....tllm net the drOMESS poims Rol shv .vin9lho amwln0s n ^tl SpeGlltalbni. :. ahealionx and AT rpronulndmefx shallbal Para 3. Oufnanwsana Regf and and ofa ra All lntal m typal and wale laws antl ryes antl regulan g I 0 Relating Yp I IN' OFFNl eNSF Lin Piping PvcN L x nmNnn la bn PC workare Incorporated and made of Head 1 R in,,, p .n II a1L ar P 'Call ACC ash PVCder"sp I I 0 'P a T Gds, ' carrier out AL I F11 h tl Os lb ut by line desvnt he COn4rclnrveNM1nsnlnes A PI FIb tlI 6Fpp Vpa olorinl Fetlerv6pncn' on P633]e, coon no II or 70 A wasomnyo or coon spourazW d regulation, Nlsasame Howerer, when lines spool and In tl I, k I 'troll regal O g .Bons dull I'd peci slantlera or larger slue than is required by h° above nles,ntl rag the provisions of these xpe�lcz'onsand tlrrw'ngzsl al appropriate E Ix a d In Section II A, AI, II V 1 i eta oval line pipe and flings hall taellly,Mgher Iakepmmof p ° non font In Section II -A 2of lase peenef filings Drawings Ol Orewings A. ExC"tFa be the allot solvnnln,aid pmssurn minlnnl- to Of ail 9 ab Ilia 41il amnot maiwleaulty,all wllmay Chbodm6mnpamR!enditiosa sparlxa!ne mass losthevex,eladplan!ewrk wumreabul ffec gagalmaticaanapeanlM1ewark MANENI SIVI hh"Y,R "p', h ellYtm'ed le meal Vudural sills are PiBOns. Blass Pepe ,^tl brands a iii ash. "Ripe come n'rgbfna °ral5pecf<a'on geneed mchm d' O g generally diagrammatic l in haws " . le .in X hilt I Na Ran as tllm Mot he Nawln5„ s The Al b inflation y' pl l J A" G 1" iM1 I ITV faster g II syrem ax a, NWN' -P Won e,PWon b TILL l lTi nmls tenlom "ng oft ma Sl ecle, "en lgNW P -0G0. show O re Visua shown OR N g n b' F fired h k b' grade a d p al in that + GalyWhat, Pip, nqs might nor have b Considered engineering, n M1iWdmxmadm^nms h Itlb h gM1 0 Owner authorized ze o. Pip eel li pct PSAon sp to representative. In the event this o1Tm'nlin pertormM the COnrac or Nall ume To! mxpnn n'lyl any Close nemzsa y. , Wbmn Indicated Re the ,I' Cal lead ,Pines may OV'- 1.Jamllee llRrt GabenlEetlmopl 'ngamay brs L. SUBM IWLS Phbgxsnallbe Repairs) lia vafeMS s be T I. Ml 'alLl ndcAan...ping, fI nowy II O P A I I I 1 I I galvanized " f' Furbish n small dI Ran Iron n q p p p Y 9" B' na g I Tw No subsitudean Ile h P PP bY OAQ G V Lb re material I I b b tl p I y l/ I list $h ill ' I Gal I S a- 1 Al b voice ID I, 9 lem ' ' . n tl 1 tlI n adescription f I tl pP M Massa Mga I EgP I Iltl I oM n prior of Ole PA yl b. 6R 9 ad smaller shall TO t1 tl. uf I be quipped h I Land WILL . ,d red and F Cor required to remove such (Fall, IM1 Irk re Gate ly and HI k or sure, 1, L put, duanufacle Toy Nb as approved W ,l. c. ApP II any 'maoma b Indicate, Iyh NmiORthproducts Q hllb -II tlI I,I apparently the rR, E antl xpecralbvon be alu +nu a npl °zv bn M Quick Coupling pl'9V1 a. Approval any Dead Vm roixvllno'nlo lepmauGO'or'!'6 metro al °ml rvOfth Oulcku towns nth M -9 toles woMng precvm 01150 P, S.L O, v. aMe laela drawings 'lid Naw ngSn SpwYm(c¢on Fe h°ssollh°'NOrmalc OF I Immearld ISHIB Russ cuopeor Key Plan' ' 2. RI fl. B,UOO P THIS he bin9z I The la ^axmPrs connector coal a landfill - ulaeRwnwnts a Bach In ( 1 1 I soon Finely arsvl fgi Install ba<knme Inenbll rylp sepalbw(fthe pave ll rialoP IF The old 1 from anW ! 'afg<o nets g CnackV 5-N Ik a l ri ' xRl nnmemWnglpemx AN arI be f heavy duty virgin PVC clionfuninall off F I P intend 1 n 1 N (1)C " existing . I m shall M1 and '[,FIT (Ja tlI 9 .Itl bmnalo (3)Connection " le evening elecrcal PCxm. 40 feet vlhold The anLLa ,in iahe ball le ..n he \nun "PDN nr apprevntl aqua, 40feet (4)Gmrsvalve s. 1g. Conlin Wgnq (5)RO Rrpr °szmel'nee (dimension max tBC alone Ru -ny) R_ Onn b en the I. ' n I I. hall lie maarsnaN aril nd,capink (5)6prn valves nt'!Fine nacnalllm_ buJalwpperw eAWGLP 600z o1 Pe A1n 1,1 dT"autce! or (7)ROUling ofcontrol rvir, contrmeecM1alo Cron xsnall be wn➢ewnn oal1111 z al,nolu Micros install ls °cwrtlanm 1pir (J) OW ngvalve ree Le loss 410. 11 11 spur Iz11111c mire sKex' related date ofthenfinal detl the me relate W10an liter Wlangsh InN ono Mmll FOinS.nllM each lhesame muleas pressmn mpPIVRr <. On mMloreolto nu n COrn On or mri conepics We elroer eCencmn and lateral CfeveuPoph Pnae Alohlblumpntlloq ill The mmpelnlsrylas to 111,PrdnleuLOeliv°ry of till epics will nolydlove lM1e CRnlledor of Pe here more than r nF Ann< 5pall be Cal lo'elher al lnlen'a15n1 EST b c. Where more lM1an one (1) via lz WacV lnallm J o + (1)o. vi ... llY ol(mnlshing requbetl lnlonna6m that may bemmllea from the pnmc foe LMexpaI Chatty d5- 9. ConlmAc ateachlbe pmvlana,d Iasi nl eaM wio Expansion °w Noll lie I Accord be approved nculne wmrnlmrmmlx mmnpa, e. R °code.. that ilcallon.f e.Grn onlrn still Bnvebon Of enllingmn at Cry rsnl ..elf Nrol coo ^mnmvin acnener PmmafR goners often supplied mmbmam5.ic sCl be may be the better, oNtllF Nluert rRlvnres. MnNmrlam tr, marbemolai rea an C The torso 5-h lllelwwlnOw rmlrn by lnR aulmm�uAwnnolbr rea Nag be lee mexim.m bomb wllno. Interns of r size he en ANl An _ GOO - Sealing P'cka, RamNnl RIOT tire mmewse aRacersm The Chad nN Mr.bs HVa r, lmerge nl Pe d the cbaalx lobeacMUmtl drawing orapplwlne Use ryllm pm [dingpack Il mlxlm de hg To nor legible when Me reduced no merged that call be meeanl °Mmreeuma Inn wlematicAOnuo: Ire cue elM,Iwl wmrOl valetawillrolbe ellmvetl web olo pros Witter the L Flalof solid LNndAdi^g15rcJU<eryllylml txiae :. e. T,,,xis......eamb.. ling xnatl P,m1¢naaainemN miss Silas ne.SeA to Nlmm me Teeshmvnen approval of mrgrctalnrt. of azmi 1 _ Aubm LOnbollmx anmreproved In, cbananallh° FOrmellrelly sealed beMeen two Pemsd (. When lhp and being AulRmalic mnlmllwx Nall beolsize anap'ry iboA'n on the Plens . Wa ake each a rin^ being slalom mhoneea representative o < I, Rises v ne a. dprrk amrrm Somme emu and approved Pncr In noel lnyreeon ol the lrngallcn iyslmn. g. There shall be Unal sommoule.mna do, on, power Oraa Unless others.eneMl pens In lgJrdwkrl.algaverlo weaelfiganmconnertoranl, IR be combos Operate, is A _ Onoeban ana Meimeoanm MNNrh tie mo r nvoune mlOaJCn <omalc¢ Tile beri ..Ili rec ally and basin rscmeaememalml u1ntract x5. Iterna FC11111m, dell ,I,xhaa e_ mane eol .Imrsanaemrs mxmemu In asarras -Peel rrraezplrr. Caroms and pairs xneel5 oo exery inalcnml nnne9 5Pmenr mxmuM .nersb lux c.wan. a Co pairs I E1rcAlll buk vanma IF Couples'¢MlrsmenL a All RIecnk wnitol valvos Nell °ma -ono °ulomallc wNrollers q f, Iowa azam b. PI I. d' lyInd,.c° In mlma 1, the bw,.m,, I . In seer Inn. mo °bwR mrs as manes 1ehowevi eO P nee lone cartel on, 1x0 FALL I mnbR vaxR. p instructions l after nqulpmon and snow evidence In Legible oho MCh rsc at the mnduelo of the project JEFF Pb xevl<e 19. Boxes Conlin valve Boxes had l n Far . a. Use by 24 Inch , s m, I, ore Y ESupply is Be Fpnibea 16M1 by i one( ,y 16,V 11'ntl t 5-q, hrernl., ,l nl- glcl valves. Cabsonlasle5 14 19 or b, Use q an ick, C. 112 s.nph p I F C 5- 1 II g l Fr Ee aI pros' tl q I. a Two poll role far removing, tll .eef and 'eluP ngmcfi type of 1d a nnw Heads xp kl a III 51 e l ¢r M or I till' o b. Two b'keys p n 14ae valves . Ubmi(onaflur oflbrvl andb. 1'v of the plans andrizpacTM On asses I . keys f each rr ou Drovlsi LosgW,(m d 6hge6RCU pemkeyaanamaanng noreetur ,Gets m. mlq a. b. Spray n a nunaRe lull Idjujigne,s deveaMrprsolpull TI b g pmeceivdll be turned he 11e QM Oral Inn den of laColeco Before Fuel nglec en tan Recap c R' shall F Ili' tl I l or cils received na Malin xl Fag own to the ArtM1I rid. doubts must IN e- P' speaker Ill , II le.p IerlseropenlnO In the Sl lde. NI O, PRODUCT DELIVERY, AG HANDLING AND HANDLING lived, iptlnklRr ,rsatla of Pipe an g:Th C l a tlI' I d s "loading PL or add Hanal'ngNPVCipe and e11 j, o, hill period ti MIe allows II length e IN Oil 11 1 uebea lilt A. INSPECTION c ,°ea e,,paumatl rI I1. v of pipe that Relies bap n Meager hN W n. alto "labs Ne ,R Impleualelffnal denied 1. 5-n 1, S replaced 'n pN 9" A al 1 k tl lV II ". .ovens E. GUARANTEE a ^tl bx"1 Architect 6 In Seclim With ee mbmtypld1110 ecwn trio mm S'III be g n ;kI IIg shall be made nknuu,m tr n. E 1 J filing l" nB lay p bounce rronual Tinguemnler form shall ba belypM ils Contractor 'Mstaged ,ntl cents", U a Included l 11, ,a fmyon 1 I a g N yll Lateral ob rylotl Chock o5- slnJU r "yl u drawings 1 1 g 1 " IOII'nn9 information ClImin l II If al I n shall h :. GVARPNTE C FOR SPRINKLER IRRIGATION SYSTEM nlerrn other p hme, s `fr F -' ag tl d, The C I I I 1 h tG.x'zlVllmsellln'l M1' may mlRV lb J Wehmon M1al M1espinXleblmgellonsystem ,m haw WmbnMand- alias's Iron LO1n by 0 before ring walk R. Me vn kt melon Asr PREPARATION OBIOdx In materials and CorknUn,bip , ana work has been corplenea In OPKI w1t Ile sarcoma 1, PM1 I-I y Layout dswdmsUOn= e r a a nux o In"' o neglect eWOC ed We slime 10 repair I from is b ( b .,, IIpressure, supply l'nes ro fy antl lo.elbn of replace any details b material work slip Which may developChannel ll period Ole year spank hand, _ data oram. Pan,, and duo upon or ..race any damage resulting from 1 d "g or replackep a I NN xal be V l PI t POA such defrod at no additional seat 1. the Ol As Mall make Pull' p rreplare' "thin a y '^c4 + oallogeb_ 2 WM Oar soppy de armload b the Owner, after mci IAwn on f urlal b alt y p SPdnk rtlnl9a'c V +I Ile M G p bet p ".elm mine Ned reason able llf ..nna- a rae 5tppy pan d na x ndraletl On IM1, tl2w1), ILA OwnrenBw nrip O n' n O proceed lei la {cobs R, mnl a ,Cnr expense Ind b. 1 II s We AT pay the costs a n g F ,for up demand etchocnonzgsca 5 "L "LatiOns let minl changes Ili or n, EloctC i Eletl, LOCATION PROJECT . LOCATION ..— ESUppIV I Eecosings c ( Rb. w roll T lie .ro<Iaml Peters 'uelcsM Ili Closings ( Rai SIGNED: ._. -_ CONTRACTOR by C n'1 { F, sho-xno succeeds. O.n rw L c rear Or INSTA b 1 Ganpax y tin t.nrt _ _ ADDRESS ADDRESS C r ore. INSTALLATION -- .,_DATE OF ACCEPTANCE.__ PI10NE: 1. Trenching _ _.. -- a Dig n tonight u. PRODUCTS an ons nb as'Ignl :l oleJ °V Of ( arch 1.11 s. pip, mb.Prw em A. MATCft P15 y'y d. ar au N�amlr lei g 1n) I 1 General, Ilse CLIO hasmateMZ Rl binetomato led eznoeU a 'ial spa Tied M1Oeln, or P Itl I in re x 11111el ((15)) far aS Provide lobmn n r OJh OR �, 2. 1 Pees m11ain Fine Pike and FLAGS 2, B'cki ... ma a will I . Pressure man line p ling far all sex Nall be PVC 5c inn 1° 40 , TIpudexI be I YI{ b. Los Sall ,lwa° from NSF approved Type 1. Grade l DON wmpou ^d Wo ASTM °dliPel. ca lulya beak Fell wed, me bn a q' performed pal 1 e 4 f 1 of resin SpecKts lln 1785,N PP' shell mail remnonalas let USE InF p T.a' 70. Esevens,v earn, loam supply hay Cad 1 I s Eg 1 back. q _:. c SCI F f g shall be Schedule de,1-2 11 1 NSF sppm/'a confirming oASTM lest nRlll G Ily mmpac dl -I g a I earth or I a. s B kfill pia lwn WasE peanlln9 B G I1011ro l I Yai 1 tlI . b -%l ' IneOUMJItt. por Itnke em,a, humpzo oln . Iacn lie ALSO gryminularmlRodull I L:.re owed l(vaP nl -N 1 Ali,..0 N roar, N. owhin n, d Tgo Ilmp F ding I 1 tl ll ll d q Y 1 I I p 9 5 1 E 91 - eternal aG o Mm V tie C rcntm II p,rvns Owner, ,I,tquPM aalrsl^lenti ha hou O- „- re Full Full Fe OF as up 4F + OF A Fly 4 Lli as • • • • 0 Full Fin F Drawings dK rl ill Under Paving Trenches a ng asphalt wneredor ciancredo shch be backfifled OR ,arid I, later x - i below Ole Ilml Ild Iboo Inches above tile pip 1 slid ternal in layout lo gnu= Reached for Of hill be peaed by the boa Engineer prior to Installing Fr ry'Ie,Al and n5- shall be letl Loan Ain Ile admi gold, The sprInHer " Four Contractor hill mi I, Palo cap and pressure lost I piping antler paving pass to Me paving m], b, flux y, piping under e,lsllng walks is non, by lacking, boring or hydraulic driving , but" ore any culling or nmaking of Geewalke antl let loo bete is n...... re It AGIU UOnn and replaced by Ilia ConlnGor as Part of The Cenlracl toll permbdon to cut or break sidewalks mayor unnnete snail be obtained from the Amh,n,t No h Err driving Ill be pmmlllen unem wnunle Paying. I Provide fora ml!amum roust of bonly four inches between the lop of the pipe and Me bollom of Pe aggregate base far III p tl nine {rreSSUm PPn9 insllllM Under asphalt concrete paving d, FoRml R g of p,nWvr 9 accord on the drawings is diagrammatic, Instal) Inca and a_ osseasymar to saft Ole details shown demanded. c tg no Cal easel on plastic firms, C e each assembly sn its win awe_ hall assemblies - spectral herein U will p decal Ia absence of Uea1 drawings or specifications pminall do endure items required to un acoon, Peamm 'Tell Work In accord anco Colo best standard practice with prior approval dArtNled it PVC Pips antl fifth... shall I" 110I d.... I of dlrl dust nna moMU re hoist, in et°llal . hamI'on and IJ g methods shal he as mcoinmenUed by tile pipe ana Nffil manufacturer. e, Cur PVC to moral tile Contractor shod AnMho moral Canneclors LID Teflon Npea Lshall be to PVC, C I ln6. NwCOn't, m IT le rnqubM P After, ended PVC mnnetenr,m III EfOand PVO adaptors into wMG The pip, may b Id d. 5. Line Of AI- lines shall Task a choll all of six 111,11d, from ... h oh'F and front goesOf may less" Parallel Of shall riot be enriched er 1Y one another . 6, ALln'trall"ClefloadfiC a, Install ul a Vandal Proof Oundmi Rotor to He tiv recall As P 1 RCI%'F" I inslo,mer, R ly xhill no connected b in IIIMIliCLl �,qL"ICR ad bible on Ole draPings ]. High 1l g W' m A C 41 II to th ll'F XVI be l I provided I by leltlga CC b PI 1 k she' 1 tl d ma pmhaving P R Control V i g dU II Alien aler RI ow aLle Ivalves - l each Francis l valve In a separate valve box . g_ Flashing System new prml pipe line, ad fork Ole in l ack aM unmeopit Inowaaary,fG,, n woo- Has been i and prior ' installation of sprinkler heads tiny co fall valves OFF be a der ml tl a IF Head of Water used t flush Out He system . IF Sumer heads 1 be f ry Often Itchng Of tile 5nem has ben, acwnplSrM to she complete t- con of11eA Ifoc_ 10 Sp' kI Vold' linked th Nr Leeds as designated on life is Sprinkler heMZO be 'n z aTIM In No work Tail n all In all respenam those Baboyed, b. AT g of wai eM the naxll Imamate on he drawings. IF no ease shall the Papua ..... athe mxlm,mm .. mmended by Ole 019111far O. TEMPORARY REPAIRS Ili, Oxrwrme.... rho tight to make lempormy repairs as necessary to keep me Manacles so [tem flummenun operating constaborl . Teem rsme of Ph TOO by The Bulls Ucdoper shall novepeve the Concerns of his Cpmmkidnas Under the temu of the guarantee as herein FRY Lai E. EXISTING TRIES What, It 11 mrym eadja, .ASgngalr ns,theCon m ..half o act fmssbmra a 11 lid I PIry to rebels ip or,m who v0 /ode and Inge IIfall lies a -vl A a wonMs a no le is m m a lwrmewr a ORE dII IIna a so IF roots or used mL shall lieu mal p der ,I Halt h a he Icomp or drvill b uao p to or' "IF I rag orearnssv °during Where aaidl machine F, inn dose to learn having roots smaller than Ow, inch,, In rlempllep the w.tg Of the conch adjacent o the vie shalt lie [land NnnmM, ma"g..ran cuts through Real Cole [sea aid mrym in elm^mm THAI On painal w,In she rush of Tree Sort or squat TradM^o eds,ni to It should be Closed ' - Twenty- four Fears and wheel into I& Plot posrble ties toe of the input adjacent to gm tree k kept 1'ded MIT Ml Cr whaves . F. FIELD QUALITY CONTROL hull Incite System TilenContractor Shag Bush and Fit all orris hands farnptimum P houreace aid to Covent over Fully site want, madi ad nearby as or as possible b If It 11 BlUmmod HER AVOCCIEFIC, 11 in' IFFICeell about Cal arcane proper no once. aaeg n nc ri se Content" shal make a tl ,,Of epdw to pia Imp. Adjustments eels may al Induct changes nlesRontra torque .i par Lox togas FORD ,ead56yUe COnlmticr Na bnaccomplished w11 en day, Balm by ead Vold er A Ikl rheatl Nal be KI Pe Pe d': to Fn shoa Credits _. otherwise designated On it The plans 3 Testing 11 IL 'Onot net TI Carl r lot net req wltnepremnmar leAmti e[t In "gv roll 406n rs ln MVe lw of Testing. I . Texan pmer.m III tnernyemrrs hpressure ondp pR.nenna 5'.,re mG sold make c All and "Ili tl tl Vtl of 150 l solids ver 16,11 and I war prior ' paving d Borden Pleasure In f 1 IF an Wa hours for gumend by Illy .It Fktl In adeal )Onto Ind arpoo well 0 -91. I- t Fee m,newss 9, When Be spin: ue VF, mae I'd Pmo k p a y tl I due to o lmm Plane TO me the end has Ilbp i1alled a& mi,suld onbe 6r wig, it Is obbusy I aradOmal Will 'It begradep Ili,, Z, Ole attention of the ArVand, This shall be accomplished From y ground Avoris pan rid no Up eomPlellon of me Phase Of Work , y ahal be Rated and Injected to meet ells G. MAINTENANCE 1 The l sprinkler 5 Y ban be under fin auonub Operation for a period of warm days mort, any p G g 2 TwArculflect reserves the 51 sopaire or sharan The pct peflorl . H CLEANUP in' (cleanup h .lb tl 1 Work , , R N, d I'llb w°a from Iceland shall Web tl rIll n any a J usM1nedonTWIN of ,Marc ha a reported - aTn e. n, an I. FINAL OBSERVATION PRIOR TO ACCEPTANCE I Tile coolmACn deaf pera oil, Y=emin'xanenyfor the elephant mLay of Final aboodral Any Moms clock no accep,Lge by he Observer N11 be rewo koa 10 the earlier, ok of tile Andald, 2 The CRnroAm shall Show fil q, the nN.vt not [lie Owpe h l d al e ehpFU mcmd arsonists, a i d equpmentan tequlma before fool aS cur. ones, J, OBSERVATION SCHEDULE I Contractor SLIb 1 I notifying f0Amlvc ' Cal tar le following according bed m d Jet) Conference Tsays no P uppVll Installation Finb testing 40 hours A O I II Hours d control Ll 1119NElailOn 4F h Lateral I d pl kl r' Unflumen 48 bases hours 9" Final sm " ray, 2. Men aram'sh" have M Y h F the A -' ,OVa n by q m a ana 3 Ed Trial Ob 0 II C,marrieful without I hit a Iq_I the event, Conlac,¢IS all Iqu bllmakings n p.'ql IV II Tnol IV pppa 9n Fri b' ban Ira1 I I A Ire FERRY mrs',ylp In - n_b - al the (Plus I^mmenlepcp B al 'mlecgns Oil be : uoul Ratio It1isG It)forOle bell, END OF SECTION • OF D PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA CONTACT'. BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 914 - 285-2900 FAX 866823 -7480 SHEET DESCRIPTION IRRIGATION SPECIFICATION5 PROJECT TRACKING DATE 1 -.. J d L, DELTA REVISIONS DATE BY GP LL _. Ass DATE PREPARED 41011 DRAWING SCALE DRAWNBY: STS DESIGNED BY STS CHECKED BY STS. DD ERA IDIAL (BEFORE +d- �U ) Cox VFqRdaQG IYOUDIG YOI 'IOILfNEE F2' 1 too F@L1N A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTICE PROGRESS PRINTS _ one �Id PROJECT NO. 00 -0000 L -9 Sheet 9 of 11 LANDSCAPE PLANTING 1. GENERAL A. SCOPE OF WORK Furnish all labor, material, equipment and services necessary to provide all landscape planting, complete In place, as shown and specified. 1. Work Specified in this Section a. Soil preparation IN. Planting 0 Staking St. Cleanup 2. Related Work Specified in other Sections: a. Irrigation System. IN. Earth work, including rough grading Landscape Maintenance. B. Quality Assurance 1. Source Quality Control: a. The landscape contractor shall submit documentation to Architect at least five (5) days prior to start of work under this Section that all plant material has been ordered. Arrange procedure for inspection of plant material with Architect at time of submission. Is Plants shall be subject to inspection and approval of Architect at place of growth or upon delivery for conformity to specifications. Such approval g P ry P nrequest not PP air the right P of 9 inspection and rejection during progress of the work Submit tale re P 1 9P 9 I oast for inspection q on of lent P P material at be inspected The Architect reserves request to refuse stater he lace P 9 of growth rand P quantity 9 9 of plants to bs acted The Architect reserves rl ht to refuse Ins aril net this time - P g P a It,mhls '. judgment ,asuKloient quantity of plants is not available for inspection. C. SUBMITTALS L Certificate of Inspection of plant material by State or Federal Authority. 2. Copies of the delivery tickets to the site as proof that the specified material was delivered to the site. Delivery tickets to the contractors yard are unacceptable. D. PRODUCT DELIVERY, STORAGE AND HANDLING 1. Delivery: a. Deliver fehillzerto site in original unopened containers bearing manufacturers guaranteed chemical analysis, name, trademark, and conformance to State Law. b. Deliver trees with legible Identification labels. (1) State correct plant name and size indicated on plant list. (2) Use durable waterproof labels with water - resistant Ink which will remain legible for at least 60 days. a Protect material during delivery to prevent damage to root ball or desiccation of leaves. d. The Contractor shall notify the Landscape Architect (orty- eight(48) hours in advance of delivery of all plant materials and shall submit an itemized list of the plants in each delivery. 2. Storage: a. Store plant material in shade and protect from weather. U Maintain and protect plant material not to be planted within four hours. 3. Handling: Do not drop plant material. b, Do not pick up container plant material by stems or thinks. E. JOB CONDITIONS 1. Planting Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. 2. Scheduling Install trees before hydraulic seeded areas are Installed. P SAMPLES AND TESTS The Landscape Architect reserves the right to take and analyze samples of materials for confomnity to specifications at any time. Contractor shall furnish samples upon request by Landscape Architect. Rejected materials shall be Immediately removed from the site at Contractors expense. Cost of testing of materials not meeting specifications shall be paid by Contractor. G. GUARANTEE AND REPLACEMENTS 1, Guarantee All plant material installed under the Contract shall be guaranteed against any and all poor, inadequate or inferior materials andfor workmanship for a period of one year after date of acceptance by Owner. Any plant found to be dead or in poor condition due to faulty materials or workmanship, as determined by the Landscape Architect shall be replaced by the Contractor at his expense. 2. Replacement Any materials found to be dead, missing or in poor condition during the establishment perod shall be replaced Immediately. The Landscape Architect shall be the sole judge as to the condition of material. Material to be replaced within the guarantee period shall be replaced by the Contractor within 15 days of written notification by the Owner. II. PRODUCTS A. GENERAL The following organic and soil amendments and fertilizer are to be used for bid price basis only. SPecific amendments and fertilizer specifications will be made after grading operations are complete and soil samples are tested by Owner. All materials shall be of standard, approved and first -grade quality and shall be in prime condition when installed and accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened container bearing the manufacturers guaranteed analysis. Contractor shall supply Landscape Architect with a sample of all supplied materials accompanied by analytical data from an approved laboratory source Illustrating compliance or Ceding the manufacturers guaranteed analysis. 1. Organic Amendment per 1000 S . @ a min. of 9" in depth. 4 cubic yards nitrogen stabilized sawdust derived from redwood, fir or approved compost 2. Particle Size: 95 %N100 %passing 6,35 mm standard sieve. 80% -100% passing 2.33 mm standard 3 sieve. Ensure that saturation extract conductivity shall not exceed 3.5 millimhos centimeter at 25 degrees centigrade as determined by saturation extract method. 4. Iron Content. Minimum 0.08% dilute acid soluble iron on dry weight basis. 5. Ash: 0 -6.0 %(dry weight). 6. Soil Amendment per 1000 S.F. @ 9" min. depth. a. 25 fibs finely ground calcium limestone In. 10 lie. potassium nitrate (13-0-44) 7. Fertilizer Planting fertilizer: Shall consist of the following percents by weight as manufactured by: 13% nitrogen, 0% phosphoric acid, 44% potash 8. Top Dress Fertilizer: Shall consist of the following percent by weight and shall be nixed by a commercial fertilizer supplier: 16% nitrogen 6% Phosphoric acid 8% potash . Planting Tablets: a. To be slow release type, containing the following percentages of nutrients by weight: 12% nitrogen 8% phosphoric acid 8% potash m b. To be 7 gram tablets as manufactured by Grow Power or approved equal, applied Per a manufacturers instructions. 10. Top Soil Top soil, as required, shall be obtained from on -site planting excavations. ♦ 11. Plant Material a. Plants shall be In accordance with the California State Department of Agriculture's regulation for nursery inspections, rules and rating. All plants shall have a normal habit of growth and shall be sound, healthy, vigorous and free of insect infestations, plant diseases, sun scalds, fresh abrasions of the bark, excessive abrasions, or other objectionable disfigurements. Tree trunks shall be sturdy and well'harderned' off. All plants shall have normally well - developed branch systems and vigorous and fibrous root systems which are not root or pot -bound. In the event of disagreement as to condition of root system, the root conditions of the Plants furnished by the Contractor In containers will be determined by removal of earth from the roots of not less than two plants or more than two percent of IM1e total number of plants of species or variety. Where container -grown Plants are from several sources, the roots of not less than two plants of each species or variety from each source will by inspected. In case the sample plants inspected are found to be defective, the Landscape Architect reserves the right to reject the entire lot or lots of plants represented by the defective samples. The Landscape Architect is the sole judge as to acceptability. Any plants rendered unsuitable for planting because of this Inspection will be Considered is samples and will be provided at the expense of the Contractor. If The size of the plants will correspond with that normally expected for specie end variety of commercially avallable nursery stock or s Goaciffired In the Special Conditions or drawings. The minimum acceptable size of ail plants measured Cetera pruning 111 branches In normal position, cents " m with the measurements if any, specified l etl onl he drawings n I lof plants to be furnished ' hetl Plants larger n size than cP e afietl may be used with t e approval of the Lan I r, Architect but the use at larger plants Is approved, tl the ofearth or ro ortlonatal sari P Y spread tool will tile P tl of roots for each P P C. All plants not place conforming t it no marked s here t specified, immediately shall t be considered f defect site and such plants whether In place or not eball ra marked es re. The end s steal etely the species, from the s 1, size work and replaced with new plants at the shown a" th expense. , U plants shall be of the species, variety, size and condition specified herein or as shown on the drawings. Under no conditions will there by any tilution of plants or sizes listed on the ncwm Landscape Dlans, except with the expressed consent of the Landscape Architect. it At At no time shall trees t d only m with tit be pruned trimmed or topped e prior delivery and any alteration and of their shape shell be conducted only with the approval and when in presence of the Landscape Architect and as noted on the Planting Specifications. e. Plant material shall be true to botanical and common name and variety as specified In "A Checklist of Woody Ornamental Plants In Celifomia'', Manual 32, published by the University of Califomla School of Agriculture (1963). 12. Nursery Grown and Collected Stock: a. Grown under Climate condl6ons similar to Ihose In locality Of Project. U Container -grown stock In vigorous, healthy condition, no root-bound or with root system hardened off. C. Substitute plant material will not be Permitted. 13. Tree Staking Material a. Stakes for Tree Support. (1) Ledge pole pine stakes full - length treated with coppernapMhanate. (2) Minimum Nominal size. to in diameter x 12' long and pointed at one end (adjusted length to fit tree). b. Cinch ties or equal. 14. Root Barriers Preformed high density plastic enclosure as manufactured by "Deep Root". 15. Miscellaneous Materials a. Post emergent weed killer. III. EXECUTION A. INSPECTION Verify that final grades have been established prior to beginning planting operations. Inspect trees, shrubs, and material for Injury, Insect Infestation and trees and shrubs for Improper pruning. Do not begin planting of trees until deficiencies are car eded or plants replaced. B. PREPARATION Slake out locations for plants and COVER Of placing sting beds on ground. Do not begin excavation until plant locations and plant beds are acceptable to An duped. The Irrigation system shall have been Installed and approved prior to soil preparation. C. INSTALLATION 1. Excavation of Planting a Shape: (1) Verticals des and flat bottom (2) Plant pits to be square for box material, circular for canned material. Id. Size: All trees shall have planting pits dug twice tile diameter and Mice the depth of the root ball. Back fill around the root bell with prepared back fill mix. 2. Final Grades a. After the foregoing Sheathed duel) watering Only minor modifications to grade may be made to reestablish final grade. Those Tons shal I not b- 4 orked until the moisture content has been reduced to a point where working it will not dricion, Soil Structure. b. Finish grading shall demon phyper dranago of the site. b All areas shall a graded s (list (tie final grades will be 1" below adjacent Paved areas, sidewalks, valves boxes, headers, clean -outs tlmins ma thole atc. in tun areas, 2" below In ground cover areas e. Eliminate all erosion scan , J. Surface drainage shall away from all building foundations. rs. 3. Disposal of Excess Soil Dispose of unacceptable or unused excess soil. 0. PLANTING INSTALLATION 1. General.. a. Actual planting shall be pted practice tl cuing phone Periods when weather and soil cOndl ons are suitable and In accordance . Onla with locally plants as be as approved by pre Landscape Architect. A. Only as map lams opened can be platted and watered on that same day shall be distributed In a planting area P Containers shell be opened ace plants shell be removed In such a manner trial the ball of call, surrounding the cools Is not broken and lh al shell be planted and watered as herein specified immediately after removal from the containers Containers shall not be opened prier to Placing the plants in the planting oea. ♦ ♦ IF • • 2. Weed Control After soil preparation and establishment of final grades prior to any planting, the Contractor shall Irrigate thoroughly for a period of time, two to three weeks, or until the weed seeds have germinated. When there is sufficient weed seed germination, the Contractor shall apply a post - emergent contact weed killer according to the directions of the manufacturer. The Contractor shall then wait an additional Md2) weeks to allow the weed killer to dissipate, then plant as indicated In the plans and specifications. Contractor shall remove any residual foliage and/or roots. 3. Planting of Trees and Shrubs. a. Excavation for planting shall include the stripping and stacking of all acceptable topsoil encountered within the areas to be excavated for trenches, tree holes, plants pits and planting beds. b. Excess soil generated from the planting holes and not used as back fill or in establishing the Anal grades c. Protect all areas from excessive compaction when trucking plants or alter material to the planting site. d. Center plant in pit or trench. e. Face plants with fullest growth into prevailing wind. f. Set plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots. g. Container (ants shal be back filled with:8 P arts by volume on site topsoil. arts b volume organic amendment As required ed b soils oh . h. All plants which settle deeper then specified above shall be raised to the level. After the lent has been laced additional back (ill shall be added to the hole t P o cover approximately one half of P PP Y the height the mot ball At this stage water shell be added to the top of the pally Ailed hole to of s thoroughly saturate the root ball and adjacent soil. I . Box Removal: (1) Remove bottom of plant boxes before planting. (2) Remove sides of box without damage to mot bell after positioning plant and partially backfilliny. IN Dig planting holes to accommodate root balls per these Specifications. L Hand place plants which are in containers less than one gallon in size. in Hand back fill and hand tamp leaving a slight depression around bases of plants. I. After the water has completely drained, planting tablets shall be placed as indicated below: Liner - One Tablet 1 - Gallon container -Three tablets. 5- Gallon container- Six tablets. 15 - Gallon container - Twelve tablets, 24" Box - Fourteen tablets. 12' B.T.H. Palm - 3 to 4 tablets per every half Inch (12") of Trunk Caliper. The remainder of the hole shall then be backfilled. p. Planting tablets shall be set with each plant on the lop of the root ball while the plants are still In their containers so the required number of tablets to be used in each hole can be easily verified. q. After back filling, an earthen basin shall be constructed around each plant. Each basin shall be a depth sufficient to hold at least two Inches of water. Basins shell be of a size suitable for the individual plant. In no case shall the basin fora fifteen- gallon plant be less than four feet in diameter. a five gallon plant less than three feet in diameter. and a one gallon plant less than two feet in diameter. The basins shall be constructed of amended back fill materials. Pruning: Pruning shall be limited to the minimum necessary to remove injured twigs and branches, but never to exceed 25 per cent of the branching structure. Upon approval of the Landscape Architect, pruning may be done before delivery of plant, but not before plants have been inspected and approved. S, Staking: (1) Staking of all trees shall conform to tree Staking detail. (2) Tree stakes shall be straight grained lodge pole pine. Stakes shall be free from knots, checks, splits or disfigurements. L Root Barriers: (1) All trees located in public right of ways, easements or lots shall have a root barrier installed POT the approved detail. E. CLEANUP After all planting operations have been completed, remove all trash, excess soil, empty plant containers or pickup all trash resulting from this work no less frequently than each Friday before leaving the site once rubbish from the property. All scars, ruts or other marks in the ground caused by this work shall be a week, and/or the last working day each week. All trash shall be removed completely from the site. The repaired and the ground left in a neat and orderly condition throughout the site. Cleanup contractor shall Contractor shall leave the site area broom clean and shall wash down all Paved areas within the Contract area, leaving the premises in a clean condition F. INSPECTIONS Normal progress inspections shall be requested by the Contractor from the Landscape Architect at least 48 hours in advance of an anticipated inspection Inspections are required as follows: Completion of fine grading Completion of sail conditioning Prior to application of post emergent weed killers. Pre or post- delivery of all plant material. Completion of major plant layout. e ♦ • • is • • • CD PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO. 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA, PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA CONTACT: BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 714- 285 -2900 FAX 866 -823 -7480 SHEET DESCRIPTION PLANTING SPECIFICATIONS PROJECT TRACKING DATE t. _5 f DELTA REVISIONS DATE BY Zit ZEE GZ L51 DATE PREPARED: 4-10-11 DRAWING SCALE: DRAWN BY .STS_ DESIGNED BY: STS_ CHECKED BY STS DAD I Z RD�( DIAL BEFORE "'I DAYSBEFORE YOU DIG I Youole TOLL FREE '� uo ll i B 4 4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTICE PROGRESS PRINTS m PROJECT NO, 00 -0000 L -10 Sheet 10 of 11 LANDSCAPE MAINTENANCE I. GENERAL A. SCOPE OF WORK 1. Walk Specified in this Section. Fmnlsh all labor, material, equipment and services required to maintain the landscape In an attractive condilem as specified herein for a period of 90 days alter final acceptance by Owner. 2. Related Work Specified in other Sections'. a. Landscape planting. b. Landscape irrigation. B. QUALITY ASSURANCE The Contractor's representative shall be experienced in landscaping maintenance and shall have an education in ornamental hor icullure. received C. MAINTENANCE PERIOD The Contractor shall continuously maintain all areas involved In this Contract during the progress of the 10 is 0 4 ok or period my postponement of the i st pl f the Contract. Maintenance hlele continued bythela work is acceptable. sit p period Malt cep l tl h II i Stan u until all elements planting, and t of construction pia t g tl' f f iM1 entire Project (e accordance Plans d Specifications. TI Contractor shall request inspection I begin iM1 maintenance period i an all planting and work has been completed in c in accordance via the Contact documents. A pr me . A Rude s that all all Show a stand requirement isthatall lawn areas shall luch an eves healthy orape either of which shall have been mown twice. to slab satisfaction of Lan criteria Is met to the satisfaction of the Landscape Architect a geld Contractor will be issued to the Contractor to establish the effective beginning date the m maintenance periotl. Any when the fails adequately maintain plantings, replace ing , ainitable l weed suitable plantsor tloweetl controlor otherwork,as Cher work, determined by Landscape will not tetlas one olae orkingdaynecessary days. The Cs t ceprmoi notfimaintenance periotl xtcredited nde required within the plans will be extended if the provisions requiretl wlafn TM1e Plans entl specifications ere not filled. Pro vivo GUARANTEE AND REPLACEMENT 1. Guarantee All plant material installed under the Contract shall be guaranteed against any and all poor. Inadequate or inferior materials and /or workmanship for a period of one year Any plant found to be dead or in poor condition due to faulty materials or workmanship, as determined by the Landscape Architect, shall be ox replaced by the Contractor at his expense. '.. 2. Replacement LANDSCAPE MAINTENANCE I. GENERAL A. SCOPE OF WORK 1. Walk Specified in this Section. Fmnlsh all labor, material, equipment and services required to maintain the landscape In an attractive condilem as specified herein for a period of 90 days alter final acceptance by Owner. 2. Related Work Specified in other Sections'. a. Landscape planting. b. Landscape irrigation. B. QUALITY ASSURANCE The Contractor's representative shall be experienced in landscaping maintenance and shall have an education in ornamental hor icullure. received C. MAINTENANCE PERIOD The Contractor shall continuously maintain all areas involved In this Contract during the progress of the work and durin themaintenance tl tilt 9 P P work by (h Owner. Y improper p per a omi maintenance condition i planting at Possible P yp g et at of the m fitenance period my postponement of the i st pl f the Contract. Maintenance hlele continued bythela work is acceptable. sit p period Malt cep l tl h II i Stan u until all elements planting, and t of construction pia t g tl' f f iM1 entire Project (e accordance Plans d Specifications. TI Contractor shall request inspection I begin iM1 maintenance period i an all planting and work has been completed in c in accordance via the Contact documents. A pr me . A Rude s that all all Show a stand requirement isthatall lawn areas shall luch an eves healthy orape either of which shall have been mown twice. to slab satisfaction of Lan criteria Is met to the satisfaction of the Landscape Architect a geld Contractor will be issued to the Contractor to establish the effective beginning date the m maintenance periotl. Any when the fails adequately maintain plantings, replace ing , ainitable l weed suitable plantsor tloweetl controlor otherwork,as Cher work, determined by Landscape will not tetlas one olae orkingdaynecessary days. The Cs t ceprmoi notfimaintenance periotl xtcredited nde required within the plans will be extended if the provisions requiretl wlafn TM1e Plans entl specifications ere not filled. Pro D, GUARANTEE AND REPLACEMENT 1. Guarantee All plant material installed under the Contract shall be guaranteed against any and all poor. Inadequate or inferior materials and /or workmanship for a period of one year Any plant found to be dead or in poor condition due to faulty materials or workmanship, as determined by the Landscape Architect, shall be replaced by the Contractor at his expense. '.. 2. Replacement '.. Any materials found to be dead, missing or in poor condition during the maintenance period shall be replacetl immediately at the request of Architect or Owners representative, E. INSPECTIONS Normal progress inspection shall be requested by the Contractor from the Landscape Architect at least 48 hours in advance of an anticipated inspection. Inspection are as follow: 1. immediately prim to the commencement of the work on this section. 2. Completion of first 90day maintenance period. 3. Final acceptance. F. FINAL ACCEPTANCE OF THE PROJECT Prior to the date of the final inspection, the Contractor shall acquire from the Landscape Architect approved mylar prints and finally record from the job record set all changes made during construction, label said prints "AS-BUilis", and deliver to the Landscape Architect. Prior to the date of final inspection, the Contractor shall deliver to the Landscape Architect the 'Landscape and Irrigation Guarantee ",as requiretl. II, PRODUCTS A. MATERIALS All materials used shall either conform to landscape specifications in other sectors or shall off erwise be acceptable to the Owner. The Owner shall be given a monthly record of all herbicitles, insecticides, and disease control chemicals used. III. EXECUTION A. MAINTENANCE Maintenance shall be according to the following standards. All areas shall be weeded and cultivated at nterres of not more than ten (101 tlays. Watering, moving rolling edging, trimmiliff, fertilization, spraying and pest control as may be required, shall b 'ndudedwth the debregiletirm removal Program. The Contractor shall be responsible for maintaining adequate protection of the area Damaged areas shall be repaired at the expense of the Contractor. Between the 15th and the 201 day of the mantennnce period the Contractor shall reseed or resod all spots or areas within the lawn where normal turf growth's not evident. B. i REE CARE I. Watering Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When [land watering, use a water wand to break the water force. Use mulches to reduce evaporation and frequency of watering. 2. Pruning a Trees Prone trees to Select and develop permanent scaffold grandars that are smaller in diameter than the truck 46 or branch to which they are attached and which have a source sparing of from HE to and radial 'ate damaged growth; to eliminate arro w orientation so as not to overlay one another; to II diseased or toppling and wind damage by thinning out crowns; to shaped branch forks that lack strength; lo reduce a natural appearance to balance Crown well noels maintain growth within space limitations to maintain Under no circumstances will std00pin9 flower branches(asng up") ol younanda dpermltsuppr" after line tree able to 5lantle ct IM1OUI Su Lower branches can be cut flusM1s, I the bunk only Evergreen trees shall be thinned out when necessary to Prevent wind and storm damage. The Damaged trees or those Primary pruning of tleb tluvuS trees shall be done during the minimal season time of the year as required, that constitute health or safety hazards shall be pruned at any 3. Slaking letl to prevent longer needed. Stakes and guys are to do inspected P Remove stakes as soon as they are no to rubbing that causes bark wounds girdling of trunks branches and prevent 4 Weed Control d berblades Use accuracy end legally approve Keep basins tl sbetween plants free of words to help prevent weed seetl Avoid frequent sch cultivation that destroys shallow roots Use mulches germination. an 0 or 4k or or or 1 4 or is . 0 . . . or . or . or • . . . 5. Insect and Disease Control Maintain a reasonable Control with approved materials. 6. Fehilizatlon a. Fertilize all planting areas with the following schedule: (1) Grow - Power -Plus at a rate of 6 pounds per 1000 square feet. (2) Commencement of maintenance Sari 16s. per 1000 square feet with ammonium sulfate. (3) At the end of the first GO-day maintenance Period- 6165, per 1000 square feet with ammonium sulfate (4) At the end of the maintenance period and at 30-day intervals should maintenance period be l r b. Once, ea ndedr, 6 lbs. per 1000 square feel with fertilizer mix . nitrate aly in Son,,, and once, late in Spring, feminize recently established plants with a soluhle c. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending on manger percentage) around a newly installed small plant to about one -half (112) In. of actual nitrogen per Inch of trunk diameter measured four feet from the ground for mature trees. 7. Replacement p ant Trees Replace p aeaa and d variety acceptable to Owner at dying missing Trees with tees f size dt an v 9 C. IRRIGATION SYSTEM 1 System Inspection Contractor shall check all systems for proper Operation. Lateral lines shall be flushed out after removing the last sprinkler Lead ortwo at each end of the lateral. All heads are to be adjusted as necessary for unimpeded coverage. 2. Controllers Set and program automatic controllers for seasonal water requirements. Give Owner's representative a key to controllers and instructions on how to turn off system in case of emergency. 3. Repairs Repair all damages to irrigation system at Contractors expense. Repairs shall be made within one watering period. LONG TERM MAINTENANCE A. MAINTENANCE Maintenance shall be according to the following stantlards. All areas shall be weeded, mowed and cultivated at intervals of not more than ten (10) days, Watering mowing, being, edging, trimming, fertilization, spraying and pest control shall be administered by American Housing Producers as required. The Contractor shall be responsible for maintaining adequate protection of the area. Damaged areas shall be repaired at the expense of the Contractor. B, TREE AND SHRUB CARE 1. Water see watering schedule 2. Fertilize -apply In early spring to base of shrub of tree and water in, according to manufacturers Instructions 3. Prune - to maintain healthy growth, as specified previously 4. Weed ronlsol- Control weeds, preferably with pre emergent herbicides, but also with selective systemic herbicitles. Hoe weeds as little as possible since this may result In plant damage. B. TURF 1, Water - See watering schedule 2 Fertilize Early spring through late fall per manufacturers instructions 3 Weed control Control weeds preferably with pre emergent herbicides, but also with selective system(; herbicides. 4 Mow - mow weekly unless otherwise contrandcated by weather or slow growth G REPLACEMENT OF TREES, SHRUBS AND GROUND COVERS 1. Replace diseased, tleatl or damaged plants will' similar plants of equal size. 2. Diseased or tleatl plants should be brought to the owners atlen ion Immediately, 0, IRRIGATION SYSTEM LONGTERM 1 Irrigation and management report Shall be prepared and certified by a licensed landscape amli tend for each landscape and Irrigation system prior to issuance of final ' c ritcate of use and occupancy in order to identify longterm use and chairpersons of the system. Report shall Include the following. a. Watering schedule b. Hardware component list c. Recommendation of regular Maintenance schedules i. Weekly check of irrigation equipment 2. Adjust control valves, beads and repair any broken heads 3, Mombly coverage tests to ensure plant life. 4 Check for Irrigation planline lateral and head leaks b'montbly 2. An irrigator audit shall be performed once every 5 years by a certified irrigation sooner and copies given to the Water District. 2125 TURNBERRY LANE CORONA, CA., 92881 T: 951.990 -3381 SANHAMEL @H47MAIL.COM CD PROJECT pESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO. 31920 -6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA CONTACT: BRYAN BERGERON 1800 E. IMPERIAL HWY. SUITE 200 BREA, CA., 92821 PHONE 714- 285 -2900 FAX 866 -823 -7480 SHEET DESCRIPTION MAINTENANCE 51cEOIFIOATIONS PROJECT TRACKING DATE t. DELTA REVISIONS DATE BY l2i _.. ZI h _.. DATE PREPARED, 41011 DRAWING SCALE: DRAWN BY STS DESIGNED BY STS CHECKED BY: STS -.... DDD ERA DIAL TOYORKING BEFORE YOU DIG YOU ore TNU FREE zz<19 A PUBLIC SERVICE BY ne NOTICE'. PROGRESS PRINTS PROJECT NO. 00 -0000 L -11 Sheet— 11 of 11 w a �* 4n, Ofloa r � �Y o R V k �Al Is mllf fly 00 +O o SALES TRAILER SALES OFFICE (J. O a n m a. O o 0 0 �,� / • � it � 010 PARKING LOT PER CIVIL PLANS "�/ �� TRAP FENCE J/ DRIVE=WAY PER CIVIL PLANS PORTABLE RESTROOM WITH SCREEN PERIMETER WOOD FENCE EXISTING PERIMETER MASONRY WALL TURF AREA WITH SHOVEL CUT EDGE NATURAL GREY CONCTETE PATIO WITH SCORELINES AS SHOWN PERIMETER WOOD FENCE T WIDE SIDEWALK FOR MODEL 2125 TURNBERRY LANE CORONA, CA., 92881 T 951.990-3381 SANHAMEL @HOTMAIL.COM o �' F w 1 ty L31M] crLU�.:' PROJECT DESCRIPTION MODEL LANDSCAPE PLANS TRACT MAP NO. 31920 6 SUMMERLY DEVELOPMENT CITY OF LAKE ELSINORE, CA. PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNI CONTACT: BRYAN BERGERON 1800 E. IMPERIAL HAI SUITE 200 BREA, CA., 92821 PHONE 714285 -2900 FAX 866- 823 -7480 SHEET DESCRIPTION MODEL PLAN CIRCULATION 15 Rflo +, PROJECT TRACKING p/ P a, 4. • I MASONRY WALL RETURNS WITH 6 GATES TO MATCH EXISTING DELTA REVISIONS DATE B _.. VICINITY MAP DRAWING 4-10-11 1 01,014 \ DRAWN BY STS _. MODEL DESIGNED BV STS \ \_ LOCATION >, CHECKEDBY STS � J 19 � fig PI ARIT SCh'EDULL /�yU� / l NG BMTEbI(gI NAME COMMON NAME COM Ott //113 J DIAL 71- <.R 11 BEFORE r / {•D YOU DIG M (0, M np /prbuNS 5Wndard 2F'bm 6 Z J iOLI FREE WARRitI O.) � RGRBUND SERICEA Pl otm) 129`hox 6 � � r ����% UNDERGROUND SERVICE ALERT MM5 ar �Pbo[ne / r '.,d Ai NDTICEPROGRESS PRINTS O,I0.5) Holly Oak 24-Lox 5 wVi vi rabbi If In hi mii by un, Lan. FVapli mny acapi �i ,, M (QS 'd,ea- Ma /es[c Ueaoly' MIMa /es[d ��Y lnd.n Haw[1ome 5trnEard 2q•box q \' ^^^ �u ^u %a�n.pai e /d �mma.sr.x 24 -box roo. 5 / PROJECT NO, L ALO / African Sumac 9tacti., 29'bm 3 00.0000 �N -4 L -1 or 5' UP 15 20' 30• Sheet Of 4 PL ?N 2 Na5T2R OEVFLOPEQ IFiSrALL€D PLl�i'i .3 srReerscARE LpyDSCaRt CONSTRUCTION NOTES: PLAN ! STREET TREE LEGEND r �R�N EESIEEWAK AR dR eaxMpN� AI�SfLREl SPS _ SAR➢pglV PLANT 5CF1E0ULP C—cE LaflY U. REKk�n�EERS ORI,W fO'lER „1 9 r L-ERS —_,141 I.—me R FFA IO WNL[EwcF PVAF6 '- Q+. Y• C. y.q•m av,.m >de. '\ /I� - SL'NIGH NnS[YIRYN11l. RE R 6NNLFPNCE (� ' � 'L .,.rx =ar,a, -Iwuwa ,C „elgts Ge"Pxn J xr i- / _ / ` PLRFLS DHpEq SEPARATE IbVER .J' - GYCLEO ELASTIC MEAEFJt I` `� , <,x _ / /�\ 1 "4•T o- REFlER IO EEPNLg �D - \ /�n/ -LS o P, t ICAL STREET a �l �'- FRONT YARD LANDSCAPE • � ^, !. .• l -_. / .l. - / PLANT SCHEDULE MASTER DEVELCFtR dN5TALLED i 11 ,� \, / L= Rrrrna.lvi rcwercrn•rmr; nakl- Q2� 4 I f \ / ( F„F � � 1� l Prbu sa.'Nr.+v'IhArA�5st:rd ?A•E� ' / r., / ° J /i• !I 1? L(0.3j,,i k++P�PF -oxn rl`G -Ke vee z4 bar • �.• I' I$ � L ID.31 1 -`�� N105) ea�m- • r i •k `� �' -.. /� � Z.'/ - � / �--- -1 _ - -- I ,'S 1� a5eire �Re,�i egrnR•.G+`RAUer ccv.•RK:YJ. °4RC 14 % I� J� f � � M' I i,• J' f ,. ��~ � �\ �<,�wra�,«ee.¢r,r- r.:,wrDxv.�� r�,l�'In -a. / r J ._..' J / !'� t' "' I rerrreul]e • In <r V.dc -. I L'+)'fY en'�7 3Ct' cs , y .] p /�,i Lc sn° wrvraPfa�sx.KUEa'oc a /i / cuwxo e;o�rLiS c9r wc,u wMef'-oew�a wwe cem M(0.5,r9r"R k.rtianiar rr,n -•r GsxaE�s Ilk FJ 12'v.: ,!. f.. ,'! /// \ / � � ' �' // I>.+rx.�k. -, v.,.,,~r.,R r kryM.,,,.� u� � 1 z• or all/ �•� ) l -�,�, \\ r; >/ i ,r- r_:ele= *+s'rrn.t.xrs'/ r,_0Rm,,.r •HLg lr�: r . WA5TER DEVELOPER t %5TALLED L 107 .4 � - // � '/ i�_�� STREETSCAPE iAI4D5CAPE • / r \ rZ �\ ,, •• j' � n,rt s-a wPLh rn rT. -L -- >h 1, p f r 12EPEPENCE NOTIt=5 SCHEDULE PLAN 2 s±u_saL cescwtroN q,r v / t , \ 0 '3�vue RacK ,LZlzaun xveK Qn-.K -r s• COME Rc ' 3 45 -r •.,• CIR 2•IVWkS YAiIARLE R..YS. LCLL?R A;J ItL5 TO CIE. \�'' ' . � � • �. - •�`'� -- �. /:�' � c-LRrrlao s'Y E�AZEZ wuES sawn eN IKx, -� L3evx-lati5. •. ��\ /' * •a -. ,\ f rj / h5ree{ACK.w;t TN DER OL•M'EEN R{Kt Mt1LCY AID ri ® ROC'MuLSn- R'T'IICR:Aetz O' 1rz -I -I Y.' / y �•:` r y ROCK O'A,+'JID ROC'cCLOR ANJ 5iZe5 FG &E DERR 11R Ol5Y i.,D -Y �.` ^" 1- -:•• /X:`: \ / , I-�nxx3 °. �6aACi5PALWCD bJ FLG15E Rft`4T fN.5.I1.�T.AL:D pJ I l II r f t I 0' 1(y 20 30' 40' 60 BOT 1CAL NAME l CC4✓Un, eu,•P C� 5z "Ik x ea,tr +�[ r LMbxa F„al eaura'm'ka rrrlEa 15 r/ L O 3f F"E� YO. d rt:t. -car GfD 3i ,_� �, rcaess / Alru�n Inr D � DS t ,Mils _^ar.tx. Geair n Creek' l fia.i , C-e k C— I- as L(03) 1 rtayemm.m ' R..bJ Lbu ! Gd h'.2 F 54- lr rhy+Wm "u .rm Ca)a TM I G.srx Caw roue P ire 5,0 l 0 3} Ln- n ky ,m f .us Errrt 50 la- s k'h•' Ccn' 4 ID-0 IA,r 5'. M IG 1 Mf0_ a ccr.crea AAaYa..�' I FAC.v;r �'YJ Ju °aw* tr ! 5 aal M Id.51 mA tlallr..ar' I I dm ' _ 5 qal 'A 10.5GCFn 14 10 _) RAS2rn.;kP i.ti .� ua, / a— na +l+arr 5 Ea ` art. eeaW_s 15iHw15emv IS `YI L (0 .3) M p.51 f 5r..y WY'— PACIFIC COAST LAND CONSULTANTS, Inc. \ J . . J , rnu z5M6 Pf A Y DF011 4 i1 ^ia ur ro'P S ' r - ILL 051 } MOOvTJ Al eve-as AroN 3 r t•- eCaY(. f(M.a:L M-. CN„N v r• r.ea .{-y 5J r 4- Lro. S; 1 - 2125 TURNBERRY LANE CORONA, CA., 92881 T: 951.990 -3381 SANHAMEL @HOTMAIL COM 1 l' Lro.3} PROJECT SITE M1!ASTPR PEVELOPER I45 -ALLED - " -/ - 0' 25' S0 75' 100 157 �} 'O LrD -a) Irrva 5TREET5CAPE LA05',Ar-€ ' f j - -- ' -- - kl't`q'+ ,w '.wn= w G— C", • I.ro Ilrrb*.ta rr>r°rex +mc `A. 5 ' y rPCAL 51litl i 22IJQ VAs • +''ale�Pandmkaf ReE �,� CITY �F - T RACT 31920-6 r OPTIONAL DROUGHT TOLERANT FRONT YARD VICINITY MAP LANDSCAPE - BOCK MULCH CONCEPT N.T.S. -THOMASpfkoTHERS Ii 1 _ - .- - - -- R V CO. PAGE 865 (H -7) LAKE ELSINORE CONCEPTUAL LAN -DS-CAPE PLAN PREPARED FOR BEAZER HOMES SOUTHERN CALIFORNIA ;RODE IMFERIAL WN., SUITE 200 WA CA.. 821, 21P PIW 141 M -2900 WALL FENCE LEGEND / \ // \ — MPSTCF DEVELOPER INSTALLED FLAN L! - COLONIC M / 5TRTCSCMPIANC5CMf _ (4 = (B T 1CONSTRUCTION NOTES: xsx HE EN A CONS MAN Non MCI F` WAT PHIL FIFTY'. OPTIC 1 11 3 u�9 E CAME _ (Si oA (J)M1) c3 4 WuLF[N9EXM9 CINDY it t21 A ....f °4 5 (4) /� 1) (4) A LACASUNDERSECOMEACTECCREM I (2 lL/ NO WAYS AM / � I) 0 V e REFER TO AN 6COACH ' 121 4 'yam /1 \ jJj� 1! 1 Iii I 11 MASTER DEVELOPER INSTALLED 5TREfTSCAFE IANLRISI \1 MASreft DEVELOPER INSTALLED 9TRffT9UPE AJD5CAPE 0 I1PlCAC 57ftEET TYPICAL LOT FENCE PLAN 3EN0: 0 %4 X IO SPLITFAOE CAP -COLOR TAN. HORIZONTAL REMAJO RAW 65PUTFACE ONE 510E C M U. KLOCK- GROUT FILL COLOR TAN. SPLIT FACE TO FACE DRIFT FROM PROPERTY. NOT USED VERTICAL RERAR'. FINISH GRACE. COMPACTED SMKGRAS E. CONCRETE FOOTING'. PER TO STRUCTURAL ENGINEERS PLAN FOR AGING AND NEAR MASONRY WALL DETAIL C -xC7� 0' 10' 20' 30' 40' 60' CREEN PUN W EU O TO FERN 1 NS OE. OE YARD) ISE FPFNCOOINI OOEE ANCHOR SORT FOR 8 PAR G ECTLICHOOR ANN YE NIxGE PLACE 901.E AT PORTER J DINT NOTE LATE Is TC sIVMG OUTWARD TOWARD THE ITPEET N OATS I1EI6frt TO DE 5-1 F CONTRACTOR TO FIELD wOBT FOE LOCAL CCNDmONS. TUBE STEEL GATE DETAIL - r 1 ��� y" �1 �(zO O X11 / 2� �(�� / (n J (I,� / / 1 ✓ / �4 LIGHT �7J ��'.'(Lr ���. � �� (�I eD *N?V . �4� TOP I 1/1 •x LL, 41 , J v s (-2 _. I OCT CST Y TOLE ul POST r ff OL TL IT CC, WIT 1 16 FELT IT P/ 1 OOErNF I R1 FCC NOTE, CC) , /T. jam' II L5..0 TI( j COLT -\ ty% �S ; ILL IT I IIIII "I'LL CA / 1 III III III III BE RCVCIH SAINT FACIE -. III III II IJII II III —II T LOT NO III L III TR r 4) ) 'L:o:. 1111111 I�III� �I I�' IIII II II =III MASTER DEVELOPER wsrnuto JU,JR h➢ 1, nFai NATO' L� 5TRE.ET5CAFE LANDSCaFE \� / <- . _..: 0 25 50 75 ..100 150 50' C, TRACT 31920 2125 BER CORONA, CA.0 92881 C T V _ — .. OF LAKE `I ` S N O R I T: 951.995 -3381 SANHAMEL @HOTMAIL,COM TUBE STEEL FENCE DETAIL FENCE DETAIL VICINITY MAP N.T.S. THOMAS BROTHERS 1lI�L' RIV CO. PAGE 866 (H -7) CONCEPTUAL WALL & FENC E PLAN PREPARED FOR BLAZER HOMES SOUTHERN CALIFORNIA 1800 C IMPERIAL HYSIT, SUITE ELF BREA, CA. 92821 ZIP PH (714) 255 -2900 r . Jab #:11011 Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 a s 12 r1 SPANISH TRADITIONAL CRAFTSMAN PLAN 501 SCB PLAN 424 TRB PLAN 421 "ACB" (PLAN 1A) (PLAN 3C) (PLAN 213) STREET SCENE IL�ACj UM- UM-Ey X6611 1 NEIGH1B0RH0C:►1E) Lake Elisnore, CA KE.V'IN L. CROOK ARCHITECT INC. 21 C C-RlK M ftwft IfY,N c bes Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 FLOOR PLAN PLAN 501 PLAN 1 SUTv1T\4E LY 66 ►TILLAGE I NEIC1HB 41 -H00D 6 Lake Elisnlore, CA BUILD OVT AT ENHANCEO LOTS (SEE SD'E PLAN FOR LOCATIONS) k TABULATION CONDITIONED SPACE FLOOR AREA 1856 SQ. FT, TOTAL DWELLING 1858 S0, FE CONDITIONED SPACE GARAGE 425 SQ. FT. PORCH 29 SO. FT. PORCH 'B" & 'C' 125 SQ. Ff.. OPTIONAL 3 —CAR GARAGE 638 SO. Ff, KEVIN L. CROOK,a ARCHITECT�5 INC. C Cop r9M. M fd" P—W i'/ ' AHIGHER MEASUREOF HOME Job #: 11011 Date: July 5, 2011 Date: April 12, 2011 Date: Morch 29, 2011 Date: March 7, 2011 D 2 4 8 12 No MA BATH 2 OPTIONAL OFFICE M.BEDRM, I M. BATH RETREAT BEDMR.3 j OPTIONAL RETREAT OPTIONAL 3 -CAR GARAGE OPTIONAL BUNK RM. PLAN 501 OPTIONS (PLAN I OPTIONS) �TILLAG ��MERL,Y �i+6" 1 NEIGHB©RHOOD 6 — �x-'-'tke Elisnore, CA KEVIN L. CROOK g ARCHITECT INC. ,C� cgvoe I LJILL I L I d s r , Jab #: 11011 Date: July 5, 2011 j Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 LEFT ELEVATION - -- ---- - - - - -S I I F1 Y i i 0 LLJ n RIGHT ELEVATION U `" f SPANISH PLAN 501 S CB (PLAN I A) 19 SUMMEREY 6619 VILLAGE 1 NEI0H130 H' 01E) 6 Lake E11snore, CA F FL ILfJ -1 REAR ELEVATION C f AM FRONT • 1 KEVIN L. CROOK g ARCHITECT g INC. ; Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 AZ E 1.11 . M111 ft., RIGHT ENHANCED ELEVATION SPANISH PLAN 501 SCB (PLAN 1A) "SUMMERLY 66" VILLAGE 1 NEI0HBORHOOD f Lake Elisnore, CA REAR ENHANCED ELEVATION NOTE: ENHANCED ELEVATION'S OCCUR AT CORNER LOTS AND LOTS ADJACENT TO PUBLIC VIEW (SEE SITE PLAN FOR LOCATIONS ), KEVIN L. CROOK II ARCHITECT i INC. C C4riptl. N nW+. [wr+M - -U'KC LPNE - -__ LEFT ELEVATION p, Job #:11411 Date: July 5, 2411 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 RIGHT ELEVATION CRAFTSMAN FLAN 501 "ACB" (PLAN 1 B) "SUI✓IMERLY 66" VILLAGE 1 NEIG HBpRH001E) 6 Labe Elisnore, CA - REAR ELEVATION FRONT ELEVATION 4{ KEVIN L. CROOK 11 ARCHITECT � INC. l �''C ry�ll NApSIreY • Jab #:11011 Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 RIGHT ENHANCED ELEVATION CRAFTSMAN PLAN 501 "ACB" (PLAN 1 B) "SUMMERLY 66" V ILLA OE I NEIGI3130RHOOD 6 --s- I-ake Elisnore, CA REAR ENHANCED ELEVATION NOTE: ENHANCED ELEVATIONS OCCUR AT CORNER LOTS AND LOTS ADJACENT TO PUBLIC VIEW (SEE SITE PLAN FOR LOCATIONS). KEVIN L. CROOK■o ARCHITECT' INC. Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 S 12 LEFT ELEVATION r - - - - - - - - - ----------- A-t RIGHT ELEVATION T C. NUIUMIM C'S ----------- - ~ - - - -- - - - -- REAR ELEVATION RADITIONAL, PLAN 501 "TIC (PLAN 1 Q LA "SUMMERLY 66" VIL GE 1 NEICGHFQ'RH00D 6 -- Lake Ellisnore, CA FRONT ELEVATION KEVIN L. CROOK ■o ARCHITECTEP INC. I TO RUIMNO Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March i, 2011 0 2 A 8 12 RIGHT ENHANCED ELEVATION TRADITIONAL PLAN 501 "TRB t (PLAN I Q VILLA r'STJ�MERLY 66 ►T GE 1 NEIGHBORHOOD 6 -- - - -- Lake Elisnore, CA REAR ENHANCED ELEVATION KEVIN L. CR0' e ARCHITET C INC. e Y �CGon+W MA,yr Rrrai • SP. _��oo 0o uu SPANISH FRONT ELEVATION (FRONT ELEVTION A r r Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 2 4 8 12 TDITONAL FRONT ELEVAT ON "T"" (FRONT ELEVATION "C") PLAN 501 OPTIONAL 3-CAR GARAGE (PLAN I OPTIONAL 3-CAR GARAGE) "SUT\41\4ERLY 66" VILLAGE 1 NEI+GHB0F%-H00D 6 Lake Elisnore, CA t KEVIN L. CROOK ARCHITECT INC. 12 6 CWOVd ui RWft R..w..a C 7 I ICI ICJ ICI �1i!• =1= ©�_ =� CRAFTSMAN FRONT r r (FRONT ELEVATION r Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 2 4 8 12 TDITONAL FRONT ELEVAT ON "T"" (FRONT ELEVATION "C") PLAN 501 OPTIONAL 3-CAR GARAGE (PLAN I OPTIONAL 3-CAR GARAGE) "SUT\41\4ERLY 66" VILLAGE 1 NEI+GHB0F%-H00D 6 Lake Elisnore, CA t KEVIN L. CROOK ARCHITECT INC. 12 6 CWOVd ui RWft R..w..a w FLOOR PLAN PLAN 421 (PLAN 2) AREA TABULATION CC'_01TloNffi>SPACE FLOOR AREA 2181 Soo FT TOTAL Cp ILLING 2151 SO, FT, UNCONOITIOHEO SPA'E 3 -CAR GARACE 694 SO. FT. PORCH 54 5O. FT. KEVIN L. CROOKIE ARCHITECT': INC. icy 1: All RUMS RrrhGY h BATH 3 9' -f1^ CLG HS BEDROOM 9' -G" CLG CARPET OPTIONAL BEDRM. 5 BREAKFAST 9'•G" CLG CARPET BATH III, 6 0" CLG HS FAMILY ROOM s' -o-^ cLc CARPET DINING 9' -G" CLG CARPET OPTIONAL FIREPLACE r% I I r7" Ir"-r FLOOR PLAN e - Home Job #:11011 Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 D OPTIONAL BOWL AT M. BATH VILLAG U�'IlWERL,Y 66" 1 NEIGHBORHOOD +6 Lake Elisnore, CA PLAN 421 (PLAN 2) OPTIONS KEVIN L. CROOK■o ARCHITECT' INCA - -- -- FEIfE - - - - - -. -------- - - - - -- ------------ - - - - -- LINE . . -- - - -- -_ - - - -- - - -t I 00 :•. Job #:11011 Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 Q LEFT ELEVATION -------- - - - - -- F ! F f I F RIGHT ELEVATION ffuliK-70 DIM 1 0 0 1 m SPANISH PLAN 421 SCB (PLAN 2A) "S'UMMEREY 66" V ILLA GE I NEIGHBORHOOD► 6 Lake Elisnore, CA REAR ELEVATION 93 FRONT ELEVATION s W!, Wei 'Moo j -1 KEVIN L. CROOK ARCHITECT uYewC. 1 Beazer Job #:11011 Dote: Ju #y 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 S 12 ---- - - - - -- i a i 7 RIGHT ENHANCED ELEVATION SPANISH PLAN 421 SCB (PLAN]' 2A) "SUMMERLY 66" VILLA E 1 NEIGHB©RHOOD 6 -------.Lake Elisnore, CA - REAR ENHANCED ELEVATION NOTE: ENHANCED ELEVATIONS OCCUR AT CORNER LOTS AND LOTS ADJACENT TO PUBLIC VIEW (SEE SITE PLAN FOR LOCATIONS). KEVIN L. CROOK j'8 ARCHITECT'S rNC. 2 C C .� -Rq aR ...a LEFT ELEVATION 'r .Jab #: 11011 Dote: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 RIGHT ELEVATION a ELr REAR ELEVATION FRONT ELEVATION TRADITIONAL PLAN 421 "TRB (PLAN 2C) S'LJ1\4 IERLY 66" VILLAGE 1 NEIGHBORHOOD 6 -- -- -- - - fake El,isnore, CA TA.BULLOM . 0 i KEVIN L. CR.00K,'s ARCHITECT E INC. TO SLAW K , Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March j, 2011 0 2 4 8 12 RIGHT ENHANCED ELEVATION TRADITIONAL PLAN 421 "T"" (PLAN 2C) "SUMMERILY 66" VILLAGE 1 NEICiig13 1RHOOD I ake Elisnore, CA no REAR ENHANCED ELEVATION NOTE: ENHANCED ELEVATIONS OCCUR AT CORNER LOTS AND LOTS ADJACENT TO PUBLIC VIEW (SEE SITE PLAN FOR LOCATIONS). KEVIN L. CROOK g ARCHITECT [5 INC. BOBA OI AT ENRANMwTS (EEESDE PLANFORLOCAnONS) — MASTER BEDROOM 8' -D "CLG CARPET 4BAT wic 8' - D -CLG CARPET Job #:11011 Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 LOFT 8'-0" CLG VVT�H 2 CARPET rl n BEDROOM 8' -D" CLG CARPET BEDROOM 3 8'-D" CLG CARPET nl n 47' -f) 1 FLOOR PLAN PLAN 424 (PLAN 3 ) VILLAG ��TMERLY 66" E 1 NEIL H]E3 'tea ©D 6 Lake Elisnore, CA AREA TABULATI ©N t[VDTNON DSPACE FIRST "DOR AREA 1348 50. FT. SECOND FLOOR AREA 1066 90. FT, TOTAL DWELLING 2413 S0. IT NCONLIT 'BOBFAC GARAGE 447 SO: PORCH 21 50. FT. PORCH 'D' k 'C' 109 S9. FL, OPTIONAL 3 -CAR GARAGE +208 SO. R, BUILD OUT ENBANCEO LOTS(SEE Sn PLANFOB LDUnONS) KEVIN L. CROOK ARCHITECT m INC. - � "MI A Be� A. L!� Job #:11011 Dote: July 5, 2011 Date: April 12, 2011 Dote: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 OPTIONAL BEDRM. 4 MASTER BEDROOM j SITTING 9' -0" CLG + 9' -0" CLG CARPET CARPET OPTIONAL SITTING OPTIONAL 3RD CAR PLAN 424 OPTIONS (PLAN 3) VILL.AG �NIMERI_,Y 66" 1 NE110HBORHOOD 6 - rake Elisnore, CA KEVIN L. CROOKNa ARCHITECT' INC. '�G CagpipM1t'..� RPft —.— LEFT ELEVATION Ii4'JUOh REAR ELEVATION ISH !4 SCB 3A)Y 66 if rHIE3pRHOOD 6 ore, CA -- FRONT ELEVATION KEVIN L. CROOK g ARCHITECT EP INC. s « N�� Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 _77 `- - - - - -- FENCE LRNE ti RIGHT ENHANCED ELEVATION SP A N1SH FLAN 424 SCB (PLAN 3A) "SUMMERLY 66" V ILLA GE 1 NEICIH130RHOOID - -- - >> Lake Elisnvre, CA N 1•� 171 1'�3 REAR ENHANCED ELEVATION NOTE: ENHANCED ELEVATIONS OCCUR AT CORNER LOTS AND LOTS ADJACENT TO PUBLIC VIEW (SEE SITE FLAN FOR LOCATIONS). TD G�N KEVIN L. CROOK ARCHITECT INC. CCoq.o+ ANRiy.-Rwnp I rommomm"T —T4119m] 0 ---- �Il lli REAR ELEVATION TA. SU6IDINO RIGHT ELEVA UN CRA A 4 A XT Date: July 5, 2011 Date: April 12, 2011 vi Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 r I FLAN 424 "ACB 11 „SU (PLAN 3B) 6�f� LLAGE M1VV�ERLY C�C�D � 1 NEI0HB ©RH -. - - -- - —__- Lake Elisnore, C FRONT ELEVATION N KEVIN L. CROOK§g ARCHITECT it INC. C�C -Prw+ m fty ft,rwd Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 'LEE -I 5MAl`1 I "ACB "" 3B} 1LJ1\41\4 REY 66" IZIACE 1 NEIGHB C7RHOOD 6 Like Elisnore, GA REAR ENHANCED ELEVATION NOTE: ENHANCED ELEVATIONS OCCUR AT CORNER LOTS AND LOTS ADJACENT TO PUBLIC VIEW (SEE SITE PLAN FOR LOCATIONS). a.m..suurn YI 111 n KEVIN L. CROOK g ARCHITECT INC. T.9. 9111LDF\Cl LEFT ELEVATION REAR ELEVATION Job #: 11011 Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 0 2 4 8 12 RIGHT ELEVATION J'RADITIONAL PLAN 424 "T"" ,, SU (PLAN X) 66" TILLAGE M�ERL,Y 1 NEIGHBGaHG ©D 6 Lake Elisnore, CA FRONT ELEVATION KEVIN L. CROOK E ARCHITECT INC. C cavry u rtyr nwrwaY Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 6 2 4 8 12 RIGHT ENHANCED ELEVATION TRADITIONAL PLAN 424 "T" 'I (PLAN 3C) ILLA �' S L \41\4ERY 66" GE I NEIGHBORHOOD �e Elisnore, CA 2 REAR ENHANCED ELEVATION NOTE: ENHANCED ELEVATIONS OCCUR AT CORNER LOTS AND LOTS ADJACENT TO PUBLIC VIEW (SEE SITE PLAN FOR LOCATIONS). KEVIN L. CROOK ARCHITECT $ INC. Cw"MnW w mpr+r�..a SPANISH FRONT ELEVATION "SCB" (FRONT ELEVATION "A ") Bedzer A HGFIER MEASURE OF 11UME Jab #:11011 Date: July 5, 2011 Date: April 12, 2011 Date: March 29, 2011 Date: March 7, 2011 n 7 n R i7 CRAFTSMAN TRADITIONAL FRONT ELEVATION FRONT ELEVATION "TRB" NT LAN 424 (FRONT ELEVATION "C ") PLAN OPTIONAL 3 -CAR GARAGE (PLAN 3 OPTIONAL 3-CAR GARAGE) V�LLAG U�'IMERL~Y" 66" 1 NEIGHBORHOOD 6 J�OLke Elisnore, CA KEVIN L. CROOK ■o ARCHITECT'f INC. 'C' , M m Noftg