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949-N 5/23/2008 Landscape Plans Haun Rd Hub 22229 Lot 20 , APN 336=380 =019 Project Directory 29612 Haun fed . , Menifee, CA Landscar.us Plans c)wnerr: JoIss" and Patricia G. Nm Hub P -rMes LLC 31 Canyon Rd. Canyon Lake, CA 92587 31568 Ragroad Canyon Rd. Pt,: (951) 244-1W5CN Canyon Lake, CA 92587 __-- Ph: (951 ) 244-1985 T 1 W 31568 Railroad Canyon d. Canyon LaI , Chi 92587 Fax (951 ) 244-M2 Ph: (951) 244-1985 Fax (951) 244-0602 Contact: Mr. Steve Gibson Contact Person : Mr. Stow Cill on Civil Errpkrser: Jams W. Unland & Associated 3550 E. Ftorida Avenue, Suite G Heffwt, CA 92544 Ph: (951) E 52-5575 Fax: (951) 925.8490 Electrical/ VICINITY AP SHEET INDEX MAP Machancal E : M & S Engirmering 801 DeNn" Dr. Perris, CA 92570 Ph: (951) 943-4212Fax: (951) 943-4218 SUN CITY Project Location US Pest Oft@ Annex Index Of Sheets Par 19 c� Channel - 1 NOW14d. 1 Limit we 1 O --� 1 Time Sheet Hub t 1 Hub Ave EMH Planting Plan, Inigation Plan Road i 1� - 3 EWtsiis ------------------ ------------- -- 4 4 Specifications L) cto - I W - 1 Proposed Building 'B' LNr ' i ,m HUB-Par-20 Pietro . , Pr Buk" A' MAINTENANCE RESPONSIBILITY ENIFEE 0 ►1 1 = � �1 i i i � /' z Z. r EXiH 1 A Portion of Section 34, Township 5 South, Range 3 Weet � 1 � NTs 1 Existing Sidewalk 1 . 1 is Lim of work 1 Par 21 (Vacant) _ it NTS Nw HM Pf' L.L.0 per domed Egg Street WVro is (No raw ' nts). Or' street kyVroviernent plans aWoved in 19M for parcel no. 22233 per work order'(W.O.) No. 905-LL. WATERN OTES VV#6% I *WONA ftWftW1%W '%ff Elm On4kba E~'S REVIEW AND APPftOVAL OF THE LANDSCAPE DRAWINGS ARE FOR THE EUM Time PURPOSES OF POINT OF GONNECTION (POC) AND SYSTEM DEMAND DATA THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONTHS FROM THE ACOUISIT ION AND DEPARTMENT OF HEALTH SERVICES USE REQUIREMENTS ONLY DATE OF PLAN APPROVAL. If CONSTRUCTION HAS NOT COMMENCED WITHIN THE AND DOES NOT REPRESENT AN ENDORSEMENT OR APPROVAL OF THE HYDRAULIC STATED TIME, EMIWD RE ES DRAWING(S) TO BE REVIEWED BY THE ADEQUACY AND REL4 ITY OF THE PLANNED IRRIGATION SYSTEM DESIGN. THE DEVELOPER/DESIGN ENGINEER AND/OR ARCHITECT AND RESUBMITTED TO EMWD ULTNNAATE DESIGN OF THE IRRIGATION SYSTEM SHOULD ACCOUNT FOR PRESSURE FOR POSSIBLE CHANGES IN MASTER PLANNED FACILITIES, SPECIFICATIONS AND - FLUCTUATIONS THAT ARE COMMON WITHIN THE RECYCLED WATER DISTRIBUTION STANDARDS. SYSTEM AND INCLUDE INSTALLATION OF A PUMP (WITH LOW FLOW/ LOW PRESSURE CUT OFF SWITCH), TO ENSURE ADEQUATE SYSTEM WATER PRESSURE FOR IRRIGATION. pal"Mi ALL SCREENED FACILITIES, EXISTING OR PROPOSED, WERE OBTAINED FROM CeGlier 00---- of 1111111imp 0 111011611 ChWV CIVIL PLAN ( W.O. H -016-010 ). ACTUAL SIZE AND LOCATION OF FACILITIES I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS SHALL BE VERIED. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF DE VERIFY TIE-IN LOCATIONS, PIPE SIZE AND TYPE PRIOR TO ANY WORK BEING N 0 ME*S THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS PERFORMED. TO THE BEST OF OUR KNOWLEDGE T14E FACILITIES EXIST OR WILL COm OF RIVERSI CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. EXIST AS SHOWN. THE EASTERN M1NICIPAL WATER DISTRICT AND (PACIFIC I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND D A;PE DESIGN} SHALL NOT BE HELD RESPONSIBLE FOR ACTUAL SIZE SPECIFICATIONS BY THE THE COUNTY OF RIVERSIDE , THE EASTERN AND LOCATION. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE MUNICJPAL WATER DISTRICT IS CONFINED TO A REVIEW ONLY AND DOES NOT ATTENTION OF THE DISTRICT ENGINEER RELIEVE I ', AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR IN1t0JECT DESIGN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARIING OF THE Dig Alert PROPOSED WORK AREA AND RELOCATION COSTS OF ALL UTILITIES. Moue EMMID PERWTTEE MUST INFORM COUNTY C CONSTRUCTION SCHEDULE AT Cap: TALL FREE EASTERN MUNICIPAL DATER DISTRICT REQUIRES THAT A PRE-CONSTRUCTION LEAST 48 HORS PRIOR TO BF-GINNINGOM+IS TION. IT SHALL BE THE RESPONSIDILITY OF 'NEW HUB ENTER S' TO MAINTAIN CONFERENCE BE SCHEDULED PRIOR TO ANY CONSTRUCTION BY CALLING THE ALL ON! SITE RECYCLED VMTER TION NN ACCORDANCE WITH EMWD EASTERN MUNICIPAL WATER [DISTRICT FIELD ENGINEERING DEPARTMENT AT (951) Phone: (951) 955-8M for Parcel and Tract . 1- -227- ORDINANCE 68.2 OR LATEST EDITION. 926-3777, EXTENSION 4830. womrAI DAYS NUORE YOU , _ Dot /Re+Misians: BENCHMARK Elev.=1434.41 PP 2222'9 IP 1 SET r�r0. WORK CONTAINED VMITHINMi1 THESE PLAIwiS SAL-CCITY County of River ��e�i�F SHALL NOTANNam: q . ion: [mac top of cow $� ENCROACHMENT � A TA DEPARTS -�0--tie s1 post M-1 s. Rat 1979. E � GRADOOG PENMT HAS BEEN ISSUED. ALAN D. Approval by the = I FRENCH Apprcd Tran ion by R' County. Dam: Jury 1964. L �1 12 RD. MENIFEI` CA 92 4 M. -- corr�r of Bradley Rd. & Nvr°t Rd. 53.0 , The privaW L (LA) is silk far amxing to NO. 45702 Department � : � - fit. South of Rd., 106 fit of Rd. PIS rtrr�ent ,� 1 s- �, i� far the area Exp. 12-31-M !:�*' DATE: N 29 2008 Drawn B LAS - -A vamwy mid ..'�,: � '� �°'' Y: T'I'TL�"'SET alter I or �, Ar be DATE BY MAN�1C * CIVIL * ALAN D. FRENCH R.C.E. 45702 DATE within road &30/2W8 APPR. DATE ��, ENGINEERING s right-&-way only. �� EXpi{es DWG.NI -20 Bar: GW/LAS FO+R: W.O. C TY responable for .gig an accepUtbie solutionarid ' ' t plums for � by -? � New Hub o qc cr,L� ��� 12374 the amity. ENGINEER REVISIONS COUNTY RECOMMENDED D aA E S LE: As Shown Checked By: GW'VM/LAS Pr L.L.C. Riverside County rce $59 Larxftcape Water Use Calculations ------------------------------------------ Wood mulch G.C� ------------- -----------US Post Office Annex--------- Hui Lot 20 29612 Rd. , CA 92564 APi 336-360-019 1. Maximum Annual Water Aftwon" (MAWA) ------ Par 19 Total Sera footage of Landecape= 9,658 sf US Post Office Annex -� roject limit ETo 57.33 Par 19 rojed Limit --. 2. EstimaW Annual Walier Use (EAW J) - yr M�44MJ _ 715 cu / -------------- Wood Mulch G.C. typ. Hydrozone #1ant F 5 -- �t Woad rrtulch _. New HubAVe. r � � '• ScWe Footage of Her _ 1 g2fl -------------- -- - ---------------------------- --------- 4 * t- - -CL 1® _ �� �` HydrozoneIrrigation 60 a A r� -- --- - ----- I------ - ----- ----- ---- ----s----- '� New Hub M b - s----- - - - - G.C. w EAWU- 7 639 cu ft/yr (E) S eet,Light • Hydrozone #t2 L" (E) tiw Veu�tt F 5 ---------- - ------------- --------- -- --; ;--------- - - -- -----. �- ,------ $ - I I I - - 6= ----------- ----------- ------------------------ (E) Square F of 533 ---------------- � 3--------- - .� �'C �. � a,u � _�M Rom- T i� • (E) ' *0 �. ,� Note: Exist R * supplyHydrozone Irrigaat 1,49�0 = cu 8 / r P.O.C. A 10 44.4 per EMWD Y ------------'-------- -- I�---'- ---=--- -------- --------- ------__ ------------------------ I � � � � Dwg. No. D-15107,Shoet 4 of 8. Connect Hydrozone #3 �S� -------------------------# ---------- - i j Ir n 11 I I� F .5 / 1 FH to exist. 2" service and install a Square F of new nt 'A' I _ 1 PS 2" l rt Hydrozone Irrigation = 85 Sight Dk �01+44 _ _ -_ -.*-Wood mulch G.C. EAWU- 2.292 cu ft/yr �17 It I I �" - 1 ' , ' Hydrozone Plant Factor - 5 � �.3 +� � , , N � Q.O.C. A are F of �c�ne� 1 084 « S Square Hjf�rQ Hy Irrigation - .85 n �i 1" G.C. Conic. walk Hydrozone Ir EAWWU= 74 cu / r per SYD No '921, s N 2 9 Y i ` Cllser Area) C J. • walk !� 1 i ! ' _ Hydrozorle #t5 Flea Fador = ----- 5 j . . ., j • 1, �12 Square Footage of = 1 25 • 1 I ' ' ' ' M 2 1" Hydrozone Ir ion-eff' ' ,r i. / EAM= a ht/yr 4: mulch i I G. Plant F 5 Root • _ Square F of Ffyd �E1,151 I • Ftydrozone Irrigation e+R' = . 5 f 0 j dl P-3 sh 3 ,, ,� 1Ncaod Mulch G.C. i I ' ir Ir + 1 s % .% 1l`t'�Ot}- 3/41, 1 HUB - Par 20 EAWV'U= 2,7 cu ft/yr 1 I i ' HUB Par 20 I -f- G. Hydrozone #a7 Pit Facer = 5 y� i J '1 1 "•M-- ; ' f�;,% . w � ) •-o m headertyp c c are F of 7 �E Curb QHYdr _ l35 - Ij ; .0 ; ;, /L'- 1 3/4' rr"c waaW lime (DWL) EAW Um 2,258 cu ft/yr • j r , . tyP. (Eih Ste+ / Hydrozone # 3 Plant Factor = 5 I (E)'Curb 11 j a, / ; / See MI �fileet p 3. I - ref of - 640 f. - ( » , j I W h G. FIRE LW4E- Hydrozone Irrigation . ency . , tic Water Line • Ij �� �-�j -39'1 5, -- - - EAW"U= 1, 1 a cu ft/yr DWL Rabe: roect Factor ' IRE LINE' !use sheet 3 fcw ii I ozcxMe #a9 = I 11' Par 1 VaCaI°lt Square F of Hyclroza^ae= 1,409 5'��- pK HydrozoneIrrigation _ .85 Pow 'Sigm Nkft: Wo Ion head dlPaia"agle a d�. = EAWU= 3,939 cu ft/yr 2_' N�✓Y � � �1' • Par-21 (Vacant) s EAWr/tJ - �9,244 cu ft/yr 39, Irrigation' System Operation Favor = Y .85 78, •390 fMo1e. Irriomation La%jftend Total EAW`U_ 34,405 See shoat 3 for plaaW*9 delrils EAWU < MAWA Sys -logo �ra�r [mac . Arc _ GPM PSI DeW- # ® 1812-SAMI 4 VAN Nozzle 900/1800 .26/.41 4'0" 25 1-1 Rainbird 1812-SAM 8 VAN Nozzle 900/1800 .666/1.09 710" 25 1-1 4 d 1812-SAM 12 VAN Nozzle 900/1800 .60/1.20 11'0" 25 1-1 WateringSchedule PlantLwvwnd � ' d 1E12-SAM 15 VAN Nozzle 900/1800 .82/1.85 14'0" 25 I-1 . . d 1 E12-SAM 18 VAN Nozzle 90°I180° 1.22/2.43 1 T0" 25 I-1 � irr' ion consist of the Simon controller _�®"_ 2°' Mal Line mule 40 PVC (Pressure Line) (Lavender reclaimed � I-2 � at least 3 cycles per day. Each be 3 to 6 rr�n per cycle for optimum growth of gr and trees until estaa ' 3 Mc �O�R11114A I�MI! Sim Qom- utes Name � � 3 1-2 � Lateral Lime Class 200 PVC (Lavender reclaimed waster pipe) ------ Irr' Sleeve Schedule 40 -1" larger than lateral pipe - sleeve all irrkgaati�on lire under paving 1-2 T - - P.O.C. Point of Connection E plants shall be irrigated by programing the Hater 2" R Water Meter' by EMWD. ET system to irrigate on a on the sites On ' teal Watering cycles shall be until Hunter ET Sylb" Hunter ICC 1200-PL Controller Install with ET System 1-3 is and working ort Hunter ET System w/ ET Wind (Note: ET-System module and ET-Sensor) 1-3 5yogr rs 1T C.T.H 3 C.T.H.-Clear Trwtc limit P-3 P'a1111 � ® Hester ICV-FS-B-AS (size per plan) Plaice in lavender colored Carson control valve box, flush with grade I-4 wafts FBV Full Port Valve Brass (line size) in Carson lavender valve box I-5 Water r Standard Rm m (� P40TE: All Wr tion E rnent shall be lavender color for r water use n on Notes - 1. THE MATERIALS AND THE INSTALLATION OF THE IRRIGATIONN SYSTEM SHOWN GROU111d)COVIER Pipe SiZkV ChartON THE PLAN SHALL MEET THE LATEST EMWD ST DS AND Valve CraI� Key S C iCATIO%S FOR DEVELOPER PROJECTS. • M Panr o�Nrwank' 3-Fiefs 178 Ple t I$- O.C. in tr� P Y GPM at 5 Beet per d. 2. NO HOSE BIBS WILL ALLOWVED FOR INSTALLATIfN�i ON SYSTEMS USING PVC P Gallons Pet' (GPM) RECYCLED WATER. Pin ate �� Laterals Ma�Iiine Statics-�► s .�- r . .) 3. 1 1!2" wood 1imsize lss 200 --- 40 X --Valve Size (Inches) Ct ° Coding Mulch aaflrer G.C. 3/4 " 10.5 8.3 SPRINKLERS, ROTOR HEADS AND OT14ER TYPES OF R SHALL HAVE see detail abet 3. „ 1 17.5 13.5 THE EXPOSED S1RFACE COLORED PURPLE. THE EXPOSED SUi�FACE SHALL BE 1-1/4 " 27.5 23.4 Wallltooer Pfil ! COLORED THROOGH THE USE OF INTEGRALLY MOLDED PURPLE PLASTIC OR 1-1/2 " 36.2 31.8 PERMANENTLY ATTACHED PURPLE PLASTIC RPOG OR DIISIC. VALVE FOXES SHALL IaiNfA 3" of Wood No" wit low 1�,Y, 3" I of woad mules a�aer P 2 2 " 5fi.5 52.4 BE PURPLE PER INDUSTRY STANDARDS. THE LIDS L HAVE THE NtNC vr'Mer aal� sNw �• 2-1/2 " 83.0 74.9 W e "RECYCLED: DO NOT DRINK" IN ENGLISH AND SPANISH AND THE INTERNATIONAL 311 123.0 115.5 70 PSI (pounds per square irk) Verify "DO NOT DRINK" ON ONE SIDE AND "PELIG�RO: AQUA IMPJIRA-NO BEBER" ON THE GPM Available 45 GPM OPPOSITE SIDE. ALL SHRUB HEADS SHALL HAVE PURPLE CAPS. AN I be ender cc r pig Graphic Scale ned for - Scab 20' 0 10' 20' 40' g NOW: „ _ piping, p n clarfta hon or* and shad be 20' o ,o' 20' �o' s Cor actor shall have a u6ma>I soft Scale 1 - 2fl 0 hloAbe: (1) Thr� as diagrammatic. All an , valves, etc. shown within eyed areas are for Z _ - Qi Alegi - a �. to � any in � aw'swas. All pipes under' pavement surfaac:es are to be sleeved with schedule 40 sleeve, 2 1/2 tirrMes Ia�li'tfaan the sail r kx*X V o� "otter and moor 1 Inch = 20 Feet pipe. All pipes under vehicular pavement are to be sleeved with schedule 40 , 2 1/2 t' r than the per. 1 = 20 0' Ca N: TOIL FREE and minor - r reeds. Contractor provide the (2) All des and 90's are to be SCH 40 PVC. 1 Inch = 2t7 Few „ _ � ,l County Transportation Dept. and Ore (3) Contractor I ordinate elec. point of connection with electrical contractor, 1-800-227- Arch i ct to d r b (5) AM vollve boxAM Controllers to be Caar or d Lavender valve boes or ell with "Do not Drink' war'ni in E and Spanish. ■ of to amrrand seals. Plantiong Plan Og County o Riverside Dept. of Transportation Standards. woomw f3g►Ys ® YOU Irrigati" onPlan �R - 9: BENCHMARK Elev.=1434.41 PP 22229 IP 1 SHEET No. I�QTE: WORK CONTAINED W'ITHIhI THESE PLANS SEAL-COUNTY C4utltlj/ t9�f �t14'li4K �,hSc aP� - SHALL NOT CO Ei+ E UNTIL AN �o �, . Description: Brass Disk tap of ooncrete COUNTY OF ONVERSUN ENCRO HNIENT PE T A T 'RA TAT* DEPARTMENT �� �a 3t1 past M-i 6. Resat 1979. EstabiWhed � GIRA PENT I� BEEN D. ALAN D. Approval by the RitirersiIa Cc>+a� Date: Jwte 1964. Located at FiKt '"ar+ael - 1 comer car Bradley Rd. & Newport Rd. 53.0 �_ 12 I#,AU�! lam. MEIWEEE, CA 92`544 2 FRENCH 20 Approved By: T�rans�partatkan `� � �• The L LA is for the NO. 45702 Department c� ft. Sou4h of Rd., 106 ft We*of Br Rd. p ( ) PLAaS is far the area 4 • _Aft sarisirMg EXp. 1a- � as wee. 'ts3t DATE: Apr# 29, 2 Drawn By: LAS rnr SATs. ,k * within road P'L.ANTING i �T*N P'L.ANS after�' approval or during construction, prwaate Land Ar ' shaal be DATE BY MARK civic ALAN D. FRENCH R.C.E. 45702 DATE ,; si3a2ace �� . . APPR. DATE SA ENGINEERING �- right-of-w#ay c�t��+. ��. EXRK � DWVfG. : HUB-20 r: GV'�l/LAS FOR- W.O. Cf1�l�MIT New Hub �'c A��� #a 12374 FILE Fesponsible for n an acceptable solutMory and the plans iivr approval by -�� ' , �."�. Q ' �. o�' the county. ENGINEER REVISIONS COUNTY °�cA�� REC LADED DA E SCALE: As Shown Checked By. G S Properties L.L.C. q l ' Nvie: AN Pipe shall be lavender for Nca�e. AN hw& fl'ti l k! WAWKW f f rem waler use. 1 Notes 2" in. plant i 1) Locate head 4" from , in W-8" arises 2 / 1 �' M _ �(�•'_' or AGE, ! ' 2m)iniUrsaem T•nf tpon tarprs.2"ET Seno E 24" 1 Legend on all thwsads. 18" - IIII 1 Pau ET S-ET Module 3. 1. Head 7 I 2. �N= 69, 2 Fi Grade 3 Sch. 80 PVC Nipple ler as necessary 2 I = o o o� 4 2. 3- I 4 Sch. 40 PVC TxT 90 degree e�. 0 0 6 6„ - 4• - = 5 Ma�rlex 90 sit ell. 6. 6 Soh. 80 PVC (6�� long) Lsger�e! 3 5• - 1. 10" round valve box wr lived. 1 2 - °o T� 6„ I - 8 �x 90 degree eM.le aid We 2. Finish grade. i I I _ 7. 9 Arai-drain votw-all down slope heals 9 not 3. Brass valve with bronze hand � 4 ( ) - I 3" I 11= installed in heads. Finish Graft 4. 3/4 crushed base. 2. Plastic Valve Boat w dh cover. 1 3. Cord Wire w weierproof 5. SCH II~0 PVC too i a 3wire (IrriB�iivn F to be sleeved under' 2 6. SCH 80 PVC union, slip x gip. 4 - �, ON paved wigs. See Specs.) I. III 7. SCH 40 PVC mainline/Apical. 4. 9E? ELL-PVC. Legend: IF 5 5. �e 90 PVC Nipple. 1. Minimum dearwr►ce opening. � _ t�italres 6. Main_Lint Fidirg. 2. For > w' T 1. ' scab. 1) Plane aggr prior'to i; of valve 7. Main Supply Lime. 3. Coral wrkv in k. Size and type par local code. 1. Lab" Line. 2. La4ierarl ° 8. PVC Lateral Line to kler. 4. -art trar^ f 3 box, � 2. Cad and al 3. Lwler'wI Lute. 2) If ball valves are used, a j , mctangular box 5. Connect ICC Controller to ET System and Senscx 4 shall y 3. 94X died rw�! soil. 4. Cor'r�'a and neutral wires. be 4. Main Lime. 5. Mann Line. 8 Note: MountCartNNer inP Pedestal 3) Cast iron fla v wifl require a 5. scar. 6. sleeve. poured-in-place c oncr** (not shown). Plu �' shall be eon togrounded 110 VAC outlet. 6. Finish Grade. 7. h dOn sail. 7 ICV Vain cam Ctro I-1 . 3 n.s. n.s. 3 MEdw n.s. 3 n.s_. ; n.s. ! Locate plants spaced equidistarft (D) from each otter as shown. D = as MaiaMa Ian NcaMs shown on planting Pam. 1. THE MATERIALS AND THE INSTALLATION OF THE IRRIGATION SYSTEM SHOWN ON THIS PLAN SHALL MEET THE LATEST ENIM STANDARDS AND • • • • • SPECIFICATIONS FOR DEVELOPER PROJECTS. 2. NO HOSE BIBS WILL BE ALLOWED FOR INSTALLATION ON SYSTEMS USING o RECYCLED WATER. N • • • • • D/ D i Edge of Pavia, Wtifa�k, 1Alard, Etc. EASTERN M1UN#CIPAL WATER DISTRICT RE CORES THAT APRE-CONSTRUCTIDN otts CONFERENCE BE SCHIEDUILED TO ANY CONSTRUCTION BY CALLING THE Photo rm 20 1 -5 t tarblu min EASTERN MUNICIPAL WATER DISTRICT FIELD ENGINEERING DEPARTMENT AT (951) Pwlrr9 Agriform 20-10-5 tablets pleas nnincxs no stakes requiIrted for www.scotlspro#aort.ecxn e26-3777, EXTENSION! 41130. Palm planliing. 10" - 12" thick t ftd planting bed Palm opt&: _lAPotabW end C1ed WaiK erp all N�oin plantin g ter toover wood mulch s�l�ei' RECYCLED MAINLINE (CONSTANT PRESSURE) SHOWN DIAGRAMMATICALLY FOR Fnish Grade CLARITY ONLY. ACTUAL LOCATION MUST PROVIDE A MINIMUM FOUR (4) FEET HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND CONSTANT PRESSURE RECYCLED WATERLINES. RECYCLED WATER MAINLINE SHOULD BE INSTALLED Typical planting � UNDER POTABLE WATERLINES AND MAINTAIN ONE (1) FOOT OF VERTICAL using ' ' Conc. top. -- CLEARANCE. VA RE THE RECYCLED WATER CONSTANT PRESSURE LIME MUST BE Linear Deep Root III=IIII = 111 INSTALLED ABOVE THE POTABLE WATERLINE, A FOUR (4) INCH r = VERTICAL CLEARANCE MUST BE WLAWTAMIED AND THE RECYCLED WATER rlsnrsr IIIIIIII- IIII IIIIIIIIIIII . .. IIII . IIII- PRESSURE LMIE MUST BE INSTALLED IN A CONTM UO1S PVC CLASS 200 PIPE OR GREATER SLEEVE M41CH EXTENDS A MINMUM OF TEN (10) FEET EACH SIDE OF TM�E Try � Subprade Sal POTABLE WATERLINE. Use barrier when Use barl"ier I•ss than 5'. Groin drover DeW Orn"ion StAmmit Mess �1 11 51. ' n.s. THERE ARE NO DRINKING FOUNTAINS DECORATIVE FOUNTAINS COMFORT Curb STATIONS, OUTDOOR EATING AREAS, SVN NNG POOLS, PLAYGROUND Top of Deep Root E arri•r EQUNP#AIENT, OR WELLS ON THE SITE. Must be at Isamit 1/7' 3 (13rnm)al)oye Grade. (IF ONE OR MORE OF THE LISTED ITEM ARE EXISTING ON SITE EACH T 2 CLEARLY LABELED ON PLAN AND NOTE L READ AS THE FOLLOWING EXAMPLE.) oo o Sidewalk or other surface 1 o LA 3 (DRWOUNG WATER FOUNTAINS, DESIGNATED OUTDOOR EATING AREAS POOLS...) p 1 1/2" -1/2" Radius ,__----- SLL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER Y, T, oo - o o OR RUN-OFF. THE POTABLE WATERLINE SUPPLYING THE DRINKING FOUNTAIN 0Dee 0 2" MUST HAVE A WARNING BLUE COLORED TAPE IDENTIFYING IT AS A POTABLE �_Barrier O n _ - -„T-- ( )WATERLINE E AND STATING "CAUTION: BURIED WATERLINE BELOW" INSTALLED Sail Backer 5' or liessOVER IT. p =Subgrade ° DsepRoot Barrier Nralre: Use Deep R�acat Mafiv�! $pit _ Linear PartaJ� when Rat � (US 24 2) �- Trees 4 Caber Cog hcape *1b" and ' SP R"CLERS, ROTOR HEADS AND OTHER TYPES OF DISPERSION HEADS SHALL HAVE *00 is Ness dan 5'. Lerqlh of S THE EXPOSED SURFACE COLORED PURPLE. THE EXPOSED SAMACE SHALL BE 39F1Min' Slcm} pans still be.2' WW than the COLORED THE OF INTEGRALLY MOLDED E IC OR Root 90 r tree cagy at Legend IWAAMEN+fTLY ATTACHEDE RING OR . VALVE L (Where ) __- - i Finish grade at turf areas 1-1/2" below top of mow strip. /� �,•� PURPLEBE PER INDUSTRY STANDARDS. THE L L HAVE THE VWA ------ 2 No. 3 r cont. ( ed). Lap bar 18" � and Vie. ©� /"'4I l " Nd+Me: die• ta^•• d`efl fiat i� Plan View 3 Firth grade at grtau r'2" blow top of n°taw strip. RECYCLED: DO NOT I4 ENGLISH AND AND THE INTERNATIONAL 4 2,000 PSI 1/2" radius to all edges. Install 1/2" pre-formed expansion "DO NOT DRIW ON ONE SIDE AND "PELIGRO: AQUA -NO BEBER" ON THE Cali: TOLL FREE OPPOSITE SIDE. ALL SHRUB HEADS SHALL HAVE PURPLE CAPS. S Cornpacted joints at 15' su max andat radius. 1-800-227-2 -3 Tree Root Barrier DetaiVSection Detailrp- N Concrete Header VVIO tKNNG DAYS BEFORE YOU 3 n.s. NOTE: WORK CONTAINED WITHIN THESE PLANS SEAL.-CAX NTY C4DUf 'jf Of RIB \ �o a [mac _ of � FOP 2222'9 IP M0�441 SET NO. BENCH MAW Elev. 1434.41 SHALL NOT COMMENCE UNTIL AN o COUNTY 0NF RfVrydNM ENCROACHMENT PERMIT ANDf A � _ , A TWNT �� �,I► Post M-16. Rsest 1979. Esla fished GRADING PE T HAS BEEN D. �w D. Approval by the �' , County. Date: ,Jun• 161d4. Located HUB Parcel 20 FRENCH Transportation `� 21I612 HAUN RD. MENIFEE, CA 92584 of Or"" Rd. i Nw*gmt Rd. 53.0 Depadmont ft. SeuMt of Rd., 106 ft Vftst of Rd. 3 The private L (LA) is for ttw NO. 4570 is the area Ic �w• PLANS accuracy and of the n In `te of arri•ing * Exp.12-31 66 * within rand Mee. DATE: April 29, 2004 Dno wn By: LAS MT of 4 sHTs. aftr county approval or during construction, the private L Archit shaNl be DATE BY MARK CIVIL ALANr! D. FRE H R.C.E. 45702 DATE APPR. DATE � �� A 4^ right-of-way only. , �. �.NAI : HUB-20 fir: GW1l/LAS FOR: New I-�b W.O. COU�I , responsiblefor mining an acceptable solution and r ttre for by �� �' or=c�+�-� � 0 �`�p�cA���a � 12374 FIDE the county. ENGINEER REVISIONS COUNTY RFC Nt D DA SCALE: As Shown Checked By: G1 /LAS Pr s L.L.C. _. . ._ . Irrigation Sys n n art�es •'EIM!WD - Recyclo d Water Irrigation Sys Notes" " cl end Water Dotes sternun i!ccipal Water District`' Y a oft 1. THE RECYCLED WATER SYSTEM SHOWN ON THESE PLANS SHALL BE 18. ALL PUBLIC AND PRIVATE POTABLE WATER MANS I#NCLUDBNG FIRE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE-CONSTRUCTION THE EASTERN MUMCIPAL WATER DISTRICT STANDARDS AND RECYCLED WATER PROJECT SMALL BE SHOWN ON THE PLANS. GONFERE]NCEBE SCHEDULED PRIOR TO AMY CONSTRUCTION BY CALLING THE SPECIFICATIONS FOR DEVELOPERS PROJECTS. 19. FUTURE RECYCLED WATER IRRIGATION SYSTEM MAST BE Glrtll fi �� fiEIM4 M1UNiNC WATER DISTRICT FIELD ENGINEERING DEPARTMENT AT (951) 2. USE OF RECYCLED WATER SMALL ADHERE 70 TITLE 22, DIVISION 4, COMPLETELY SEPARATED FROM THE DOMESTIC POTABLE SYSTEM. ALL 1. The sprinkler system design is based on the ff**num oPer - and the 3777, EXTENSION CHAPTER 3 OF THE CALIFORNMA CODE OF REGULATIONS AND THE TEMPORARY POTABLE CONNECTIONS FOR CONSTRUCTION OR 1 maximorn flow on the draw ngs at each point of The CURRENT RULES, OR S, REG JLA AND SPEC ICATIONS Of IRRIGATION MUST BE HIGHLINED FROM AN ALTERNATE POTABLE J oor*actor s �'water prim pnor to °°'netuclion- Repm,t wW THE DISTRICT. SOURCE ONLY AS APPROVED BY THE DISTRICT. SAID CONNECTION difkwence between the water preswre kxkA*d on the drawings mid the ackial 3. EASTERN M.1N#CIPAL WATER DISTRICT REQUIRES THAT A PRECONSTRUCTION MUST BE MADE THROUGH A T-METER AND AN APPROVED ABOVE presswe reading at the irrigation point of connection to the owners au#wusd CONFERENCE BE SCHEDULED PRIOR TO ANY GROUND REDUCED PRESSURE (RP) PRINCIPAL BACKFLOW DEVICE r CONSTRUCTION BY CALLING THE EASTERN MUNICIPAL WATER WITHIN 3 FEET OF METER. NO PURPLE COLORED PIPING OR 2. This design is diaWarnrnatic. AN piping, valves, etc. shown within paved areas are for DISTRICTS FIELD ENGGINEERING DEPARTMENT AT (951) 926-3777, APPURTENANCES SMALL BE CONNECTED TO ANY POTABLE WATER design clarification only and shall be •installed in planting . AN pipes under THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT EXTENSION 4630. SOURCE. pavenvmt surfaces are to be sioeved with schedule 40 sleeve, 2 1/2 times larger than STATIONS, OUTDOOR EATS AREAS, SWIMMING POOLS, PLAYGROUND 4. THE EASTERN MUNICIPAL WATER DISTRICT OPERATION DEPARTMENT 20. APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICES (RP) the pipe. AN pipes under vehicular pavernent are to be 40 sisim, EQUIPMENT, OR WELLS ON THE SITE. SMALL BE NOTIFIED TWO WORKING DAYS PRIOR TO THE START OF MOST BE THE SAME NOMINAL SIZE AS THE METER. APPROVED 2 1/2 tiMes larger Own ft pipe. (IF ONE OR MORE Of THE LISTED ITEMS ABOVE ARE EXISTS ON SITE, EACH MUST BE CONSTRUCTION AT (951) 679-3222. ALL WORK PERFORMED WITHOUT BACKFLOW DEVICES (RP) MUST BE TESTED BY AN EASTERN MUNICIPAL 3. Before any work ces, a conference shall be held with the CLEARLY LABELED ON NOTE SHALL READ AS THE FOLLOWING EXAMPLE.) • BENEFIT OF INSPECTION S#�il4LL SUBJECT TO REJECTION AND WATER DISTRICT APPROVED BACKFLOW TESTER (A LIST OF APPROVED representative and the car drug rem is of ibis work. (DR WATER FOUNTAINS, DESIGNATED 0�1 EATS AREAS POOLS...} REMOVAL. TESTERS IS AVAILABLE UPON REQUEST). 4. Do not .install the irrigation as shown can the d when 9 is obvious in the SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, rawN� 5. CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE 21. ANY PROPOSED CHANGES TO A SYSTEM DURING CONSTRUCTION MUST held that obstructions, grade ditererx", or differ*nces in the am d0imisione exist VW OR RUN-OFF. THE POTABLE WATERLINE SUPPLYING THE DRINKING FOUNTAIN WATER LINES ARE STRICTLY PRflHIfliTED. FINES MAY BE LEVIED. BE SUBMITTED TO EASTERN MUNICIPAL WATER DISTRICTS might not have been considered in the enginewirg. Such ©b*ucbons or diAemxes MUST HAVE A W1fARMMNG BLUE COLORED TAPE IDENTIFYING IT AS A POTABLE 6. NON-DESIGNATED USE AREAS SMALL BE PROTECTED FROM CONTACT ENGINEERING DEPARTMENT FOR AUTHORIZATION OF CHANGES. should be brought to the attention of the owners '1eserrtad+re. In the event WATERLINE AND STATING "CAUTION. BURIED WATERLINE BELOW"' INSTALLED WITH RECYCLED WATER, CAUSED BY WIN0OL.OWNI SPRAY, IRRIGATION 22. UPON FINAL ACCEPTA14GE OF AN IRRIGATION SYSTEM ANY FUTURE the , t#te Wrigation contractor shall asswrK full rrsponsibiM r OVER IT. DESIGN OR UNAUTHORIZED USE. LACK OF PREVENTION, WHETHER BY MOOfFICATIONS MUST BE APPROVED THROUGH EMWD OPERATIONS for any revisions necessary at no additional cost to the owner. DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, 1S STRICTLY AND MAINTENANCE DEPARTMENT PRIOR TO THE START OF S. The irroahon contra flush and adjust all Viler heads far optimurn PROHIBITED. CONSTRUCTION. perkwffwAve and to prevertt over spray onto wa ks, r as rah 7. RECYCLED WATER IRRIGATION CANNOT BE USED IN THE VICINITY OF 23. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF as possible. This shell the best degree of arc to fit the existing site WATER RECREATION AREAS, WHERE RECYCLED WATER MIST CAN THE PRESENCE OF RECYCLED WATER. PERSOW4EL MUST BE INFORMED con and to throttle the flow at each valve to Obtain the optimm operating CONTACT WATER RECREATION AREAS. THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, Mob flaw for each systern. s. HOSE BIBS ARE STRICTLY TED ON RECYCLED WATER SYSTEMS. AMD IS NOT APPROVED FOR DROWIlNG PURPOSES, HAW WASHING, CYCLED (CONSTANT PRESSURE) SHOWN DIAGRAMMATICALLY FOR 9. FOOD PREPARATION OUTDOOR EATING AREAS AND DESIGNATED CLEANING OF TOOLS, ETC. CHILDREN PLAY EQUIPMENT MUST NOT BE CTED TO RECYCLED CLARITY ONLY. ACTUAL LOCATION MUST PROVIDE A FOUR (4) FEET WATER OV'ERSPRAY, RUNOFF OR PSG. TYPICAL WAYS OF HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND CONSTANT PRESSURE RECYCLED WATERLINES. RECYCLED WATER MAINLINE SHOULD BE:INSTALLED ACCOAAPLISH#4G THIS IS BY SELECTION OF LANDSCAPE MATERMALS OR UNDER POTABLE WATERLIN1ES AND MAINTAIN ONE (1) FOOT Of VERTICAL BY DESIGN SUCH AS UTILIZING LOW TRAJECTORY ROTORS OR DRIP CLEARANCE. WHERE THE RECYCLED WATER CONSTANT PRESSURE LINE MUST BE IRRIGATION. IN CASE OF EMERGENCY, CONTACT AT.' INSTALLED ABOVE THE POTABLE WATERLINE, A FOUR (4) INCH MI#NNMUM = 1 ill VERTICAL CLEARANCE MUST BE MAINTAINED AND THE RECYCLED WATER 10. NO PORDING, RUNOFF OR OV'ERSIPRAY IS PERMITTED. ADJUST ALL OR AFTER HOURS, CONTACT AT. (MI) 3I1-i13+t! PRESSURE LHNE �T BE INSTALLED IN A CONTINUOUS PVC CLASS 200 PIPE OR STREETS HEADS 70 OVERSPRA►Y ONTO KS, GREATER SLEEVE WHICH EXTENDS A OF!TEN (10) FEET EACH SIDE OF THE STREETS DRiCING AND DECORATIVE FOUNTAINS, COMFORT STATIONS, PLAYGROUND EQUIPMENT, PICNIC TABLES, BOO, PRIVATE LOTS, ETC. POTABLE WATERLINE. 11. ALL ON-SITE RECYCLED WATER PIPING INSTALLED ON THIS PROJECT SHALL BE PURPLE IN COLOR, PANTONE 522C AND IDENTIFIED IN ACCORDANCE WITH THE CURRENT Ct)HS GU1DELlNES AND EASTERN 24. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS MUNICIPAL WATER DISTRICTS ST AND SPECIFICATIONS. INLO L SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE 12. SIGNS OR DECALS WITH "RECYCLED WATER, DO NOT DR AND THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOIIWICROSS DO NOT DRINK SYMBOL MUST BE POSTED ON TS AND CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND NOTES: CONTROLLER STATIONS. RECYCLED WATER SPROWLERS / SPRAY HEADS • 1. THE MATERIALS AND THE INSTALLATION Of THE IRRIGATION SYSTEM SHOWN MUST HAVE PURPLE CAPS, PURPLE COLLARS, AND THE RISERS HAVE A REGULATIONS, AND THE SPECIFIC REQUIREMENTS Of A RECYCLED HOUR Plant �Cca ns ON THIS PLAN L MEET THE LATEST E STANDARDS AND RECYCLED WATER DECAL. LARGE THROW HEADS MUST HAVE PURPLE WATER SYSTEM. SAID PERSON IS REQUIRED fi0 PEA A 24 INSERTS. PURPLE CAPS AND COLLARS MUST BE FIRMLY AFFIXED TO CONTACT PHONE NUMBER AND ATTEND APPROVED SITE SUPERVISOR SPECIFICATIONS FOR DEVELOPER PROJECTS. CLASS. COPIES OF THE DESIGNATION, WITH CONTACT PHONE WAMKFtS 2. 140 HOSE SIBS WILLBEALLOWED FOR INSTALLATION OM SYSTEMS USING SPRINKLER HEADS. ALL OTHER ABOVE GROUND EQUIPMENTS MUST BE RECYCLED WATER. COLORED PURPLE OR HAVE A "RECYCLED WATER, DO NOT DRINK" SHALL BE PROVIDED TO EASTERN MUNI CIPAL WATER DISTRICT. DECAL OR SIGN. 25. QUICK COUPLER VALVES FOR RECYCLED WATER SHALL BE NELSON 7645, 13. ALL VALVE CAPS FOR ON-SITE BURIED GATE VALVES SMALL BE OR APPROVED EQUAL, WITH BRASS CONSTRUCTION AND WITH A TRIANGULAR IN SHAPE WITH THE "RECYCLED WATER THEREON SPECIAL QUICK COUPLER KEY WITH AN ACME THREAD FOR OPENING PER STANDARD DRAWING NO. PA-2. AND CLOSING THE VALVE. QUICK COUPLING VALVES SHALL BE OF A 14. WARNING TAPE FOR THE RECYCLED WATER PIPING SHALL BE PURPLE IN TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLER VALVES COLOR, PANTONE 522C, WITH THE WORDS "CAUTION: RECYCLED WATER' CANNOT BE LOCATED WITHIN 50 FEET OF FOOD PREPARATION, IMPRINTED IN MINS" 1 INC14 HIGH LETTERS BLACK tNr COLOR. OUTDOOR EATING AREAS, OR DESIG14ATED CHILDREN PLAY EQUIPMENT OR WITHIN THE FENCED PERIMETER SURROUNDING SWIMMING POOLS. Geenert'al G.C. planting spr� tit�ns NTINNG SHALL BE CO1►iTI ►AND PERMANENT. OR TO THE FINAL COVERAGE TEST, ONE (1) COMPLETE SET OF 1. Gefwal - Byre areas,(GC) aM 15. ALL AUTOMATIC CON ER$MUST BE SET TO OPERATE BETWEEN specified sod ' and Om grading shell be mmpieted. THE HOURS Of 9:0�0 P.M. AND6:00 A.M. UNLESS OTHERWISEPtEI AITIED LAMINATED CONTROLLER CHARTS AND TION AS-BUILT See G.C. s+f�ett. BY THE DISTR T. DRAWINGS SHALL BE ID TO TIME DISTRICT. AT THE DISTRICT'S The areas to be piaMed be antrrwandrMd with 4'Cubic 16. WARNING SIGNS AND LABELS SMALL READ "CAUTION: RECYCLED DISCRETION, A SECOND COPY OF CONTF40LLER CHARTS SMALL BE yards per 1000 squant feet of oDmposiod airene#x1n and WATER DO NOT DRINK(", AND 94ALL BE IN BOTH ENGLISH AND IN PLACED IN THE CONTROLLER CABINET. shaM be in accordance with the landscape Cortruction SPANBSH. THE SIGNS SHALL I%CLUfOE THE INTERNATIONAL SYMBOL FOR 26. POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED Documeift. DO NOT DRINK. THE DES#GIN LOCATION FOR WMARNMiG SIGNS SHALL BE WATER IRRIGATED AREA. POTABLE QUICK COUPLERS SHALL BE THE LUG TYPE. Sad conditioning and fine grading " be compieW betwt CALLED OUT ON THE PLANS AT ALL DRIVEWAY ENTRANCES, WALKWAY planting. No heavy equipment shall be operated over Ow ENTRANCES, RECYCLED WATER METERS AND POSTED EVERY :500 ALONG 27 EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT suWade after wish gradingis FENCE LIMES. FINAL FIELD LOCATIONS S14 ALL BE AS DIRECTED BY THE SMALL BE IDENTIFIED WITH A SIGN BEAR04GG THE WORDS "CAUTION: The be but ►scat wet when G.C. is [DISTRICT REPRESENTATIVE AND T. RECYCLED WATER DO NOT DRINK" IN ENGLISH AND SPAMSH, WITH planted . 17. WI4EN POTABLE WATER IS�ONSITE, THE REQUIRED DEPARTMENT OF BLACK LETTERS AT LEAST 1 INCH HIGH ON A P PLE BACKGROUND The area shall then be waiered thoroughly to a*the HEALTH TITLE 22 CROSS C004 NECTI(M SHUTDOWN TEST SHALL PRECEDE AND WITH A "DO NOT DR*W" SYMBOL SIGN. THE SIGNS SHALL BE subsod at 6" - below the as , sail. THE FINAL RELEASE OF THE IRRIGATION SYSTEM. THIS TEST WILL BE UTILIZING AS TO BE READILY SEEN BY ANY OPERATIONS PERSONNEL shall be as to keep the G.C. until CONDUCTED BY EMWWD'S WATER OPERATIONS DEPARTMENT. 28.INTERCONNECTION THE EQUIPMENT. CTF rooted into the be 2t3. INTERC CTION OF IRRIGATION PRESSURE Y LIDS IG foot traffic urn #�e G.C. is wall ATING FROM MORE THAN ONE METER IS ST#BCTLY PROMOTED. against29. FAILURE TO COMPLY WITH THESE NOTES AND THE DISTRICT'S RULES AND REGULATIONS IS A VIOLATION AND COULD RESULT IN SUSPENSION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. 9 Dig Alert Cal: TILL FREE 1-800-227-2600 LNG DAYS BEFORE Y BENCHMARK Elev.=1434.41 PP 22229 IP 00 041 SET NO. NOTE: WIfORK CONTAINEED WITHBi THESE PLA14S SEAL-��TY C44�ID�y f�F R 1 o�,��p �� 90 Brass Disk by of cor�nie CGIUWry O SHALL NOT COM WNCE UNTIL AN N: �;. ENCROACHMENT PERMIT A A ►"flf CATt�T �t- �p pit eb.na M-16. met 1aT#i. E G PELT HAS BEEN ISSUED. � D. Approval Ri�walds Cow►. Drls: June IW. Lamed at FltlB Parcel 20 FR€#+ICH Transportation of Illkadley Ned. & Misr ort Rd. 53.0 2961.2:11A1 M RD. A INIFEE, CA 925p84 4 DepartmentAAA-- ► `> ft. Sit of 100 ft Vet of Rd. The private Land (LA) MD responsible for wring the NO. 45i{I2 is far the area c ►Mt. y LANDSCAPE PLANS 4 accuracy and - of the . In the of d arising , ��-�t� Ile. �s� DATE: Apd 29, 2 Drawn By: LAS SPECW"T or +�� . * crv�� * A►LAN D. FRENCH R.C.E. 45702 PATE, vrh� road v, � after sty approval or daring construction, the pnc� L Arm shah be DATE BY M�1R#C /►PPP. DATE E €MN++ at 2 © right-of why only. ,� DWG.NNAME 20 Design By: GW/LAS FOR: New Hob W.O. COUNM responsdoefar an solution and re the .plans for by �� �` _q � � o�' � 12374 FILE the county. ENGINEER REVISIONS COUNTY REC__., NDED DA E o�cA�� As Shawn Checked GVWiMt/LAS PropertiesL.L.C. SCALE: � _