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HomeMy WebLinkAbout09-22-2025 City Council Work Session MinutesSTATE OF ALABAMA ) COUNTY OF BALDWIN ) The City Council met in a Work Session at 4:30 p.m., Fairhope Municipal Complex Council Chamber, 161 North Section Street, Fairhope, Alabama 36532, on Monday, 22 September 2025. Present were Council President Jack Burrell, Councilmembers: Jimmy Conyers, Jay Robinson, and Kevin Boone, Mayor Sherry Sullivan, City Attorney Marcus E. McDowell, and City Clerk Lisa A. Hanks. Councilmember Corey Martin was absent. Council President Burrell called the meeting to order at 4:30 p.m. The following topics were discussed: • The first item on the Agenda was the Review FY2026 Utilities Budget by City Treasurer Kim Creech. She went over the main projects and capital improvements for each Utility. Councilmember Conyers commented that funds will be needed to help fund some of the projects. Ms. Creech stated she would get with PFM, our consultant, on options. (See attached handout) The Discussion regarding an Ordinance to amend Ordinance No. 1233 known as the Business License Code, Chapter 8; Section 22. License Classifications. She explained that the Code must be amended to add the necessary NAICS Codes for the Vapor Products Local Excise Tax and Business Licenses. The Discussion regarding the City of Fairhope Vape Product Excise Tax was next on the Agenda. Ms. Olmstead explained the ordinance; and answered any questions if necessary. She stated that this ordinance needs to be adopted before October 1, 2025 or the State will collect and issue our portion which would be a smaller amount. Ms. Olmstead gave an example of what we would collect if we adopt the ordinance and our portion if the State collected the tax. City Engineer Richard Johnson addressed the City Council and mentioned the Discussion on the Fairhope Bancroft Corner Site Improvements. He introduced Christian Preus, Landscape Architect, who presented a Power Point Presentation titled "Bancroft Corner Site Improvements; and answered any questions if needed. (See attached Power Point Presentation) Mr. Preus commented there would be a wall that hides the parking lot. Council President Burrell threw out the name of Julwin's Plaza. Councilmember Conyers agreed and said it is the oldest restaurant in Baldwin County. Mr Preus said the planters near the road are seats. Councilmember Conyers gave an update on the Parking Authority regarding parking studies and parking garage. He also gave an update on the Library Board regarding their meeting with the APLS. • Councilmember Robinson gave an update on the Historic Preservation Commission. • Council President Burrell gave an update on the Industrial Development Board regarding selecting Officers and possible abatements. Monday, 22 September 2025 Page -2- • IT Director Jeff Montgomery addressed the City Council regarding Agenda Item No. IS; and answered any questions if needed. • Water and Wastewater Superintendent Daryl Morefield addressed the City Council regarding Agenda Items No.16, and No. 17; and answered any questions if needed. • Public Works Director George Ladd addressed the City Council regarding Agenda Items No. 12, No. 13, No. 14, and No. 15; and answered any questions if needed. • Community Affairs Director addressed the City Council regarding Agenda Items No.21, No. 24, and No. 25; and answered any questions if needed. • City Engineer Richard Johnson addressed the City Council regarding Agenda Item No. 10; and answered any questions if needed. • Building Official Erik Cortinas addressed the City Council regarding Agenda Items No. 5, No. 6, No. 7, and No. 11; and answered any questions if needed. • Police Chief Stephanie Hollinghead addressed the City Council regarding Agenda Item No. 19; and answered any questions if needed. • Electric Superintendent Ben Patterson addressed the City Council regarding the add on resolution regarding electric regulators for a substation; and answered any questions if needed. He explained that two regulators failed so we are going to replace the substation one and keep one as a spare. • Recreation Director addressed the City Council regarding Agenda Item No. 20; and answered any questions if needed. • Council President Jack Burrell addressed the City Council regarding Agenda Item No. 23; and answered any questions if needed. He stated that there are $10 million in upgrades to the runway. There being no further business to come before the City Council, the meeting was duly adjourned at 5:42 p.m. ack Burr ouncil President Li6X Ffnks, MM City Clerk �aBP�g l¢w,`e'S`� g2ot aan�X1 n9 Mat�a� o mo a "Qrly M; Vehicles $t Equipment Capital Improvements System Improvements $ 255,000 $ 47,500. `81.4 .t $ 5207000 $ 500 000 3.9 $ 5, 828,, 000 $ b, 8501000 + 17. 5 Y ". i Vehicles &t Equipment ($47.5K) Capital Improvements ($500K) Paving, Resurfacing Et Striping of Public Works complex - Rollover System Improvements ($6.9M) Regulators ($100K) Gas Line replacement under 1-10 - ALDOT reimbursement - Rol 5 D � is �c°� tove,�er ZOor�l 2500 tee �op eC�ere�es �se�ent . �� _Gast �Co�` R ,,`� oC e� ` gGC. ReA\-O . ,ee6v\g • R 6� �ide,09 tlo� I phase 3 eed �$5p00 C CO ms back • phase pomini° Far eed �$150yi Ag1 �. eno Rd back I • pR32�Gre Vehicles Er Equipment Capital Improvements SCADA Capital Purchase AMI Capital System Improvements $ 110977350 $ 762,000 _ 30.6 l $ 272,000 $ - 20000 _ 92.6 $ 60,000 $ ` 601,000 $ 2,250,000 $ 681,675 _ 69.7 % $ 2,799,000 $5,977;000 + 113.5 o Vehicles Et Equipment ($762K) • Crown Reach Truck - Rollover - ($65K) 45' Bucket Truck ($350K) 2026 Freightliner M2 Flat Bed Dump Truck ($165K) Mini Excavator with trenching bucket ($65K) Ice Machine ($6.5K) Electric Dep Vehicles &t Equipment (continued) • Rope £t spool for Sherman Bully Tensioner ($20K) • 16' Enclosed trailer ($6.5K) • Tesco Meter Accuracy Test Station ($27.5K) • Tesco Meter Site Analyzer ($38.5K) • Solar Powered Pedestrian Crosswalk Signs ($18K) Capital Improvements ($20K) • Automated gate for Twin Beech substation SCADA Capital Purchases ($60K) 0 Remote Control System for all substations &t smart rectos Electric Department AMI Capital • AMI System balance per AMEA - Rollover System Improvements ($6M) • LED lights Et light poles - Veterans Drive - Rollover - ($15( • Traffic light upgrades - N. Section/Volanta and N. Sectior ($150K) • 44 KV Loop - Rollover - ($5.1M) • 44 KV Loop Engineering - Rollover - ($82K) • 44 KV Loop - 57 Rock ($65K) • 44 KV Loop - Sidewalk Et asphalt repairs ($125K) • Bon Secour - feeder underground ($270K) vehicles Et Equipment $ 714 000 32,U00 �- 50. 7 Capital Improvements P P $ 50,000 $ 120; 000 + 140.0 SCADA Capital Purchase $ 50,000 $ 501,000 System Imp - Distribution Sys $ 12,750,000 $ 15)100',000 + 18.4 % System Imp - Water plant/Wells -$ 17,915,900 Q., I .b Vehicles &t Equipment ($352K) Boring Tanker Truck ($200K) Vehicle ($40K) Submersible well pump ($75K) - spare motor ($30K) Trench Box ($7K) Water Department Capital Improvements ($120K) Repairs to Pecan Building ($100K) • Electric Gate - Nichols Tank ($20K) SCADA Capital Purchases ($50K) • Upgrades to SCADA - WTP #2, #4, #5, #6 System Improvements - Distribution System ($15.1 M) • Meters ($500K) :, Insertion valves Et taps ($50K) • 24" Water Distribution Trunk Line from WTP #2 to CR13 -Rollover - (t • 16" WTM - Hwy 181 /Fairhope Ave/Gayfer Rd to CR-13 - Rollover - ($4 t Extend 24" water main from CR13 to WTP #1 - Rollover - ($1.5M) " i f Water Department System Improvements -Distribution System (cc • 12" Water main from CR33 to SH181 ($1.5M) • 6" Water Line - Lakewood - Rollover - ($150K) • Water distribution system main replacement Et upgrades • 6" Water Main - 11300' - SH181 ($500K) • Water line under Rock Creek - Rollover - ($650K) • 24" Water Line - Wagner Rd ($500K) System Improvements - Water Plant / Wells ($1 Refurbish Well #5 - Rollover - ($200K) • Actuating valves - installation - Rollover - ($100K) • Water PH Adjustment System - Rollover - ($750K) Water Department System Improvements - Water Plant / Wells (cc • New Water Treatment Plant ($4.5M) • New 2M water tank ($8M) • Well #4 - new well at treatment plant ($1M) • Liquid treatment upgrades at WTP #1 ($750K) • Water Plant Et well upgrades and repairs ($500K) • Well #13 to WTP #3 - Rollover - ($1M) • Pilot bores throughout City - Rollover - ($1.1M) Vehicles £t Equipment $ 585.000 � 482 000 _.--` -- � ,. � 7.6 � , Improvements Capital Im p p $ 3101000 $ 467,733 + 50.9 SGADA Capital Purchase 1 $ 60,000 $ 0 - 1,00. System Imp - Collection Sys $ 11,866,895 $ 101716,895 9.7 System Imp, - Lift Stations $ 71078s054 $ 6269 ,855 - 't2.3 Im System WWTP y p - $ 5000,000 $ 6,450,d00 + 26.5 Vehicles Et Equipment ($482K) Vehicle ($50K) Sludge Pumps ($60K) Manhole Inspection cameras ($50K) Mini excavator ($75K) Trailer for mini excavator ($10K) 0 Wastewater Department Vehicles tt Equipment (continued) • 2 - Equipment Trailers ($20K) • Crane Truck ($180K) • Sewer Push Camera ($20K) • Trench Box ($7K) • Influent Sampling Refrigerator ($10K) Capital Improvements ($468K) • New roof for U.V. building ($50K) • New structure over RAS pump manifold ($100K) • Demo Et upgrade drying bed area ($100K) • WWTP Blower installation ($75K) Wastewater Department Capital Improvements (continued) • Equipment Shed - Rollover - ($143K) System Improvements - Collection System ($1 C • Infiltration Et Inflow Mitigation ($500K) • 181 Force main Et two regional list stations - Rollover - ($ • Force Main - Twin Beech Lift Station - Rollover - ($750K) • Force Main Upgrade - S. Section Lift Station - Rollover - • Force Main Upgrade - N. Section Lift Station to Bayou Dr • Force Main Upgrade - Twin Beech Lift Station to S. Sectio • Hwy 181 S. project - Engineering &t start of construction • Valley Force Main ($100K) I Wastewater Department System Improvements -Lift Stations ($6.2M) • General Lift Station Upgrades ($800K) • Lift Station - Scenic 98 - Rollover - ($2.9M) • Lift Station Rehab - Grand Hotel - Rollover - ($750K) • Lift Station - Lakewood - Rollover - ($350K) • Twelve Bypass Pumps - Installation ($300K) • Bypass Pumps - Rollover - ($1.1M) System Improvements - WWTP ($6.5M) • Headworks System - Rollover - ($5M) • Return Activated Sludge Pump Installation ($150K) • Five WWTP Blowers ($800K) • WWTP Expansion ($500K) BANCROFT CORNER SITE IMPROVEMENTS CITY OF FAIRHOPE, ALABAMA APRIL 2025 STORM WATER EROSION CONTROL NOTE THE CONTRACTOR MUST OBTAIN AND SIGN A STORM WATER EROSION CONTROL AGREEMENT WITH THE CITY OF FAIRHOPE. H PE. THE CONTRAC TOR IS RESPO NSIBLE FOR ABIDING BY ADEM REGULATIONS THROUGHOUTTHE CONSTRUCTION OF THE PROJECT, AND MUST UNDERSTAND THAT THE CITY WILL ISSUE A STOP WORK ORDER AT ANY TIME THESE MEASURES ARE NOT IN COMPLIANCE UNTIL THE SITE IS IN COMPLIANCE. THE CONTRACTOR SHOULD OBTAIN A COPY OF THESE PRIOR TO BID, SO THAT REQUIREMENTS ARE KNOWN. GENERAL NOTES: 1. PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND WITH THE CONTRACT DOCUMENTS ANY QUESTIONS OR DISCREPANCIES REGARDING THE NATURE OR INTENT OR THE WORK SHALL BE DIRECTED TO THE ARCHITECT AND/OR LANDSCAPE ARCHITECT PRIOR TO BIDDING. 2. ALL DEMOLITION AND REMOVAL WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL GOVERNING AUTHORITIES. 3. CONTRACTOR 15 RESPONSIBLE FOR ALL SAFETY ON THE PROJECT, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN SAFE WORKING CONDITIONS. SITE SHALL BE SECURED, AS REQUIRED, TO PREVENT UNAUTHORIZED ACCESS TO THE WORK. 4. CARE SHOULD BE TAKEN AT INTERFACE BETWEEN DEMOLITION AND EXISTING CONSTRUCTION TO REMAIN. THIS CARE IS TO AVOID ANY DAMAGE TO EXISTING CONSTRUCTION TO REMAIN, AND TO UTILITIES. WHICH SERVES THAT CONSTRUCTION, THE CONTRACTOR SHALL CORRECT ALL DAMAGE CAUSED BY HIS WORKMEN, AT NO ADDITIONAL COST TO THE OWNER. 5. THE CONTRACTOR SHALL NOTIFY, COORDINATE, SCHEDULE AND RECEIVE PERMISSION FROM THE OWNER PRIOR TO ANY SHUT DOWN OF THE SITE AND/OR BUILDING UTILITIES AS REQUIRED TO COMPLETE THE WORK. NOTIFICATION SHALL INCLUDE THE LENGTH OF TIME REQUIRED TO SHUT DOWN, LENGTH OF TIME SERVICE WILL BE DISCONNECTED, AND TIME REQUIRED TO RECONNECT SERVICES. 6. THE CONTRACTOR SHALL CONFORM TO THE CITY OF FAIRHOPE REQUIREMENTS FOR THE PROTECTION OF ALL TREES TO REMAIN ON SITE. 7_ THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BY THE CITY OF FAIRHOPE, INCLUDING BUT NOT LIMITED TO SIGNAGE AND TREE TRIMMING/REMOVAL PERMITS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS, INCLUDING SHORING, BRACING, AND SEQUENCING NECESSARY FOR PROPER COMPLETION OF THE PROJECT. TRAFFIC CONTROL, SAFETY ITEMS CONTRACTOR SHALL ENSURE AND MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES THROUGH THE SPACE. CONTRACTOR SHALL ERECT ALL WARNING SIGNS, AND PROVIDE THE APPROPRIATE PERSONNEL, IF REQUIRED, AND ALL OTHER ITEMS REQUIRED TO SAFELY HANDLE VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH SHEET INDEX ' WORK AREA. CONTRACTOR MUST COORDINATE THIS ACTIVITY WITH THE CITY OF Existing Conditions SurveY ........................... ES1.0 FAIRHOPE. TRAFFIC CONTROL DEVICES SHALL BE PROVIDED BY THE Demolitton ................ CONTRACTOR. TRAFFIC CONTROL DEVICES PROVIDED MUST COMPLY WI TH THE ......................................... Grading Plan _ . ""•"'""•"•"'.... D1.0 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION. ............................................................ Hardscape Plans and Details CONTRACTOR SHALL UNDERTAKE AND MAINTAIN ADEQUATE SAFETY MEASURES .................. ...... Irrigation Plans and Details .................. .......... 1-11.0 - H3.1 AS AND WHEN NECESSARY TO PROTECT EXISTING ROADS, STREETS, AND ..................................... Landscape Plans and Details 11.0 ... 11.0. 12.0 2.0 WALKWAYS FROM DAMAGE BY VEHICULAR TRAFFIC AND/OR HEAVY EQUIPMENT. ......................... ................_. Landscape Lighting and Details..... ........ - (N.I.C.) FOR REFERENCE ONLY ................. ............................ LV1.0 (N.I.C.) FOR REFERENCE ONLY Of W Z �Ir O o w NO � W o w Z o O m LL lE OF A(4� Z 5� o 1 ��woscdr' Y 9 1 21� _ t 1 S 1• � 3 I' m j, Apr _ t / SURVEYOR'S N�a °°'°sa+Rrncw•o�.�,rt� ., r-�"— ew•D' ' fey w ;W:.a .;+s. �R°"`Fewa ,� s�e�c..w.,<H ..._._ - '�°. .�° bf� �a, ^, "�'� �.^ mc'^ m• 1�1r 1 *�` r Z i �qs+a a .'�aF `v."o �rvaO'�,H,,, e. - - •uo�s ♦ EY00.'S CERTIFICATE ATMs yayE,y��?Ena"xc } • .i S�fPERv 5Tn5f IHD^'� pARiS ANCE 'aTti S1R'h''N saaw ' HyE BEEN CiktaC AROS OF RACt �LWC �pRA Awxl° 1agH - y�� Y - REWtRE1 E � ���uA'TD >rE 0E51 D% Hy� ----- \ \ ewx rMF aMPrs ' - -_ � \ I, DnW E MF-SHE K FiFJ l5 xD ]101i UnRRE nHD iy�l1 E. � \� MAC $G4AN XA� MDN OPrA suRyEv Hpi vnuo w~ TAX �/ p� APHICSURV 1 t"Ul t% LEGEND: .—.f--._....-. • 1Nv:105.9 \ �� fAl THE CITY SINGLE HOPE PUBLIC R(W o ^<w E 80 FT.PU _- gnginccring $# FAIRHOPE AVENU a„pF`y` yA; wn \ THIS IS N BOUNDARY SURVEYx "'•.•�•, ...... _ A „ NOT A PRRTYOP . O xx m i 3 C I G a AM1i1N� PwKJlS PwKRS vA�S NNIC AN41F PARkINC m 1' NORTH CEXISTING CONDITIONS _ roe--rc 11 0 d" LL W zZ O �0 5 z O IL 00 Q zU o mx Z °E W m LL a �o ES1.0 (9) TREES TO BE CDEMOUTION PLAN LIGHT POLE TO BE REMOVED AHD GIVEN TO THE 0) TREES TO BE REMOVED t. l4f 1— r� FOUNTAIN TORE ` ` RE MOVER'S DSTOREO WAREHOUSE AT OWNER'S VIARENOU6E LEGEND ®ASPHALT TO BE REMOVED (247 SF) PAVERS TO BE REMOVED (2725 SF) CONCRETE TO BE REMOVED (86 SF) LANDSCAPE MATERIAL TO BE REMOVED (1791 SF) CURB TO BE REMOVED (217 LF) THE CONTRACTOR IS RESPONSIBLE FOR DAILY CLEANUP AFTER MAJOR SITE DEMOLITION AND/OR CONCRETE CONCRETE SAW -CUT ACTIVITY TO PROVIDE PATRONS AND BUSINESS OWNERS A CLEAN AND SAFE WALKWAY THROUGHOUT THE DURATION OF THE PROJECT THE CONTRACTOR SHALL ACCURATELY OUTLINE ALL AREAS TO BE REMOVED - WITH WASHABLE SPRAY PAINT - FOR APPROVAL FROM CITY PRIOR TO REMOVING ANY SURFACES. COMMUNICATION NOTE: ACCESSTO BUSINESSES DURING CONSTRUCTION IS PARAMOUNT. THE CONTRACTOR SHALL ENSURE THAT EVERY BUSINESS THAT IS IMPACTED BY THIS PROJECT IS ABLE TO BE ACCESSED FROM ONE DIRECTION OR THE OTHER. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE. 72 HOURS PRIOR TO ANY MAJOR WORK BEING DONE THAT MAY IMPACT THESE SURROUNDING PROPERTIES. THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE 7 CALENDAR DAYS IN ADVANCE OF WORK BEING DONE THAT MAY DISRUPT DELIVERIES TO ANY ONE BUSINESSIPROPERTY. EXISTING ELECTRICAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF AND COORDINATION WITH � I a za RRl THE CITY ON EXISTING ELECTRICAL COMPONENTS. 0' W O 2Of 5 0 U D_ L Z Op < ~U n Z O m U P E or nLn� O� ��rvosc�pe' P t to D1.0 GRADING & DRAINAGE PLAN LEGEND E=n- Paopo6Eo --Eo— :,- wrn roxn �> OF i FAIRHOPE AVENUE 80 FT. PUBLIC R/W 5 s i Ca»>rrr. e,iow. U emo ye�ag. tz ---ONu LTM z m -inm z GRADING & DRAINAGE NOTES ae�euw.+moan.axma...wweonw,.uewu.E..au.o wsims.,c maa.narw,..rewa. mr. nmeavmea.,«Ewnnx.wn ur aao.�a— �o� wn,n.2a�ro,.owm1wcosr, reno�-.n.en�..ioe.eenuumra --------- 0 Z OZ �g D_ z 0 r �y a x Z "sjd ;1 -All C01 ,REFERENCE NOTES SCHEDU LE ADA REQUIREMENTS FOR ALL PAVED PEDESTRIAN SURFACES AND WALKWAYS', 000E IOESCdtIPAON _ ToTY__. IDEiAR_ .. _. -_ _.. ---------��V. .yT�za �IMUM OF 2% CROSS S LOPE AND A MAXIM UM OF 5% RUNNING SLOPE. IF SPOT ELEVATIONS OR SLOPES ARE AMBIGUOUS, OR SHOWN TO EXCEED THIS AMOUNT, CONTACT THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO sNBmNW T�aOwT nWLw PROCEEDINGWTHTHEWORK J RESM CaR --fve ti T-' TM y�wEss a' EXCAVATION NOTES t I M PFP PETN j All EXCAVATIONV RKWRHINTHEDRIPUNEOFA �- -'-" -'--------"sSM - TREE SHALL BE INSTALLED WITH AN"AIRSPADE- AND BY HAND TO AVOID ALL DAMAGE TO ROOTS 02-01 Mi. NO MACHINERY SHALL BE USEDWfrHINTHE to—DA we PFAovu ORIPLINE.THECONTRACTOR SNALLNOT HARM FFmAixERaiszee®�LRFnoa4FSnuaO;Fain £AEROfir Wirt wn® aoosF THE TREEORTHETREES'ROOTSINANV WAY SNAPE OR FORM. IF ANY HARDSCAPE ELEMENTS tET CONFLIGTNATH TREE ROOTS, THE CONTRACTOR — SHALL COORDINATE W9'TH THE LANDSCAPE D-102 ARC HOECTPRICRTOINSTALLATIONFOR PROPOSEDADJUSTMENTS F_a F"b1� CONCRETEBANDING CONTROL JOINT NOTE . HEwrrt CONTROL JOINTS SHALL OCCUR WHERE ca0a rm SHOWNON THEPUN • OR VMEWHERE �= CONCRETEBANDING POO UREVE LD D THIS COU 'P-1021'Ig�.�syiFM4 rnEiEJ _._. _. fsnxs ririmin 85,E(SUT M TUMTED TO). BANDS ANDPo6BONGRETE CURCONCBETE vER irsE -U., �ocE CURBS CIJN JOINTS SHALL NEVER BE FURTHERT1ANBd APART.P1.L ONCRETE i wEa aXAR swtaunE SDHFRPH.mxE BANDEOGERE4TPWMREHHAHAVEA 4'd ON CONTERAN Ivo�Nr pert ATNOMOflNDING CENTERANDAT FACH BANGING INTERSECNON. BARACTG S.FCFAPPALI� .RLLttpE. sp;2eLVMEwe snw0 .IaM1vALLaXOR TAN SEIR bat 6Bm ER I : LAIOOUi DY GONTflACTQR FOR AP%IOVAL BY LANDSCAPE ARCHffECT 'I i P-tr>3 I I I I able FurrusAmga_-I I:5-101 - +�i.SEWIcn501uPtl etsTUDTr.Bt-f _ _ - _ __d CONCRETE EXPANSION JOINT NOTE r �� E13rWtlNG iaRLEvlru 6rnluLE55sa3 aN0<nR60u 16�� I EXPANSION JOINTS SHALL OCCUR WHERE �� inn IEs I SHOWN DNTHE PIAN AS'E OG WHERE UUNCPtlELSTD BE PoIJREDAGAINST ANY lyt@ n � ExISTNO SURFACE OR ABIRMENf TH6 ,nupEWr115TNxLES581&1�iND.rBiREL CO.—S. NR EVEna POwOEacon. aacxREcivaN satP<e COULD INCLUDE (SUT G NOT UArTEO TO) SFATWALLS,CONCRETECURESORBANOS.. BUI m wALLS. EXPAFSXJN JOINTS SHALL NEVER BE —HER THAN 29'd Tiv fW-10/wVsxE 'aLL araA APART r%axvtx v-atLLFFlwsrt��axwu 1 HCDUtnR-OnVPRLe I� �ttuvE nPEHUE �NLrnra¢ lCK ADA RUNCATEODOME :. PAVE PAVERS /W.VGLWNL HEprli�gE�pETAIL W-id2 MWRRv S'ui WALL - NO ate iRtF 'wd F—ENCMENTAL ALUMINUIL� W%izp PEH­ I Wnu n"H�s aRNxvRE °HNa nR- aAB sBRK., • w�in*nac oRry ao w nPr0 sr ' Jnw<-wn�t�rt .M NOTE01Wm SCTE fDSILELYFORTHECOMIFJIIDJ^E PSMJTwTNEMAkLCt DFTIELWECAPE CaffRACfOR LaJIPAGTORTOVOAFVOUNRfRE5514JNNIXI THE 'NNi05pPEPlNY IAIJNBf 11gSEBplutPi THEN%RC�Mf ECHEWLF, AHDNIbiALLiHD$E WPNirtFs5M0Y9l aITXE HAROECAPE PLMi". _ _. ,�/+ y� MIbEOPUNTER -TY� _ � H FLUSHR.ANTER PUMERSEA-14.) ':� H .o J a, SCULPTURE BY OTHERS CHARDSCAPE PLAN --- P-102 // 32-01 D L..LE X U 4) ALTERNATE CONCRETE ; 7 PAVING w �w oZ z0 5c a w 1, QO a 0 V v ERDVOE 2 CO r CGEUND` RON2E ARPACHK TO RET BE PRONGEPLAGUE'D LL BY CITY. I�S REaOs+sF ALAS O� n 1 y`�o LtE P ®�kR¢scnce p 0 ket NORTH a 0 H1.0 NDtER SMPLL � q FgIRMOPE f+EO &LICK iNE CDnTRACTOR SNAIL SUBMIT P COLDRCNNlTAND PRDVIDEA MIXMLP PAVER PgTTEWV FIXaOwrER AND DNMFRSRCPRESENTATNE'B APPROVAL +�rHoE,D oEEv caawETE BgNo ROirEL FwfsNgram Psl. Pfwaoouc rPUL REFCNK OBAVANGb M TNR�gPE gEDBNDK PJmm MPRWAL SEE EFPANSpN.roWT CETAK Dry SAME SNEET cw cAs>.rm PONCENT PAVMG—� n o[ t" SANDEETTING BED TN LI UMEST E BnbE �OMPRCTEDSUBGRACE- (SABABEIiMEbTCNE-OJMPACTED95% COMPALIEDTD95% DARDMOCfORI B�TPNDORp PRCCTCR PROVED GEPTE%LRE OBRICK PAVER WITH CONCRETE BAND PLAZA DETAIL IR— COADA RAMP SECTION W' TRUNCATED DOME PAVERS �oeNw r�PDq,DE 4, ,` r�D.AOE �---- 07 MASONRY COLUMN DETAIL BRId(bORDER MN16rODLED CIXaiNOL JOwr; IXPAN�IER. SIdV lqN ]!pa(£NTER I CBRICK PAVER WITH CONCRETE BAND PLAZA PLAN DETAIL nn.00n TE s 1 0 OCONCRETE CURB AT STREET I wa. 1 i i rm u MASONRY COLUMN AND FENCING LAYOUT E cELwAT10N 8/ « ,d mr+ELFoexvPrasfw(/,�nlNr aw., r,mroruPa)_ wunwane',tr.vM WIRRDL xInr / CDVS,RGCRCaa ur,rera,yc r.s wwra, ex F.xPAeKpNJpM axr,rsn r,vm �vr OM PI1 AL JOINT DETAIL ,+nw�os.M.EAENcc�awn ,•,,. ."�;\, $��� PLANTER SEATWALL DETAIL 6 OSEATWALL DETAIL iFY iP'i YCUSTOM MONUMENT . NPIAHOpE REDBKKR Sl'OTHERS BmOJMIiETEREIRONNATH ��pgp�4 Ita��� SH AT apy�P31 NRLL BRb(PAVERS REFERENCE REmFYNTANxfg aPPRovAi RF082p( � AR ON HEo mN�itaC-aetgr stONWM NMm�sO�R=T tlt STEEL RERpR, CONi TYP ADIACE OETAIAI PPVERS A tYYJpE IP OEEP OONCRETE PEFL tMIO � � � / / VA1H iRONEL FNISHAT 1000 M PSt a • •� : FmYRPPw�.ne —\ x.oP.F,P� i i I I fl �.H r.PN�,E,EP.,:000 RINP SiEELRFBaR TYP. COMPACT T095i CONPA-STGRApE. �FGMSTalko�s wxe resr AlOARO wKK.R S PROCTOR CCITY P,LAOUE PANEL INLAY SECTION Low NEW:CONCRETE PAVING / 2 SH EOWLSUBS1RUiE SUFN.IITCUi SHEET FOR APPROVAL OO OO OMONTAGE II GENESIS FENCE -60' HT a, �J viQ M V It O 0 W N Z Q0 W U O F LLI LL a0 Q U � - a U o Z <Q £ xm LL SE OF A(q O2 i Q^ ra �<aNascr E 2 w 0 H2.1 CLAYOUT PLAN >B 1. 2• �� NORTH 10-1W GENERAL LAYOUT NOTES • CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EARTHWORK AND GRADING TO MAKE SMOOTH TRANSITIONS TO HORIZONTAL OR VERTICAL SURFACES IN ORDER TO ACHIEVE POSITIVE DRAINAGE THROUGHOUT THE PROJECT. • ALL DIMENSIONS AND DEGREES ARE APPROXIMATE AND SUBJECT TO CHANGE WITH THE LANDSCAPE ARCHITECTS APPROVAL, ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. • ALL HARDSCAPE ELEMENTS ARE TO BE STAKED IN THE FIELD BY CONTRACTOR FOR APPROVAL BY THE OWNER BEFORE BEGINNING CONSTRUCTION. 48 HOURS NOTICE IS REQUIRED BY THE CONTRACTOR TO NOTIFY THE OWNER. • THE CONTRACTOR WILL NOT MAKE CHANGES IN THE FIELD WITHOUT NOTIFYING THE OWNER. • SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES, NOTIFY THE LANDSCAPE ARCHITECT AND THE OWNER PRIOR TO CONSTRUCTION. • THE CONTRACTOR WILL LOCATE ANY UTILITIES IN THE FIELD AND BE RESPONSIBLE FOR ANY DAMAGE DONE TO THEM OR ANY OTHER EXISTING STRUCTURES ON THE SITE. • THE CONTRACTOR IS TO SUBMIT SAMPLES FOR APPROVALAS REQUESTED BY THE LANDSCAPE ARCHITECT OR OWNER LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR JOB SAFETY OR FOR THE MEANS AND METHODS OR APPROPRIATENESS OF THE INSTALLATION PROCEDURES. • CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND ADHERING TO ORDINANCES CONCERNING THIS WORK AND COMPLYING WITH SAFETY p1tpV 04(y° �,`OTcal ce*° w LU Z of 0 O v 2 a0 7 U o °aia £ Sm u tiP y S fkc,HcxL°E4 P H3.Q IRRIGATION SCHEDULE SYMBOL MANt1FACTURERIMOOELJDESC1BpRDN Ott DETAIL ! awxeNovvEITJccz.tm orE 61 :Pale o'"noNs.w,-Ranu v,ivEwra roe ,sa, __ .. eaEsaweR�uurwafLa✓r�m unrvc ena s�rl 0 wEraArvssroNRo onPaox Iz eat NBING INtxnR5Ea�1u CEp@v gpzlasEAu rO qnP - LgN00CgpE Ra(N%.OfSIXJIPRUSH VALVE a Mxt aLUA, VALVELAPIN C0a1PaESION ryrilNc _ - . L0.1161ROaMEIxpc,iM ogEmw WIVE ] >rR, _._: ® oRP SY31w OcptnTlCaIWpCATOP SEMml.E6 VAR CI.FM N9®la m¢NNery ¢NW SvyTEN lSpuaG�rOa - - wKa1VMo NICLUOES���EJNSIAIIE¢� IaNNN aECENEfRIPtInEj. I Ofala,NEYSD-re t __ ��PExvnRlx�E�PHEunNE su tC'oG �tx1 tE an.., Ir cu`an50Er6�T�Ox."`Ptmixcww P:nEgx Uv ' RE9sigxr --a-1— SYMBOL DIXi Ott DETAIL " "- IX%rB.ECHECRVALVE --�. �NT�rpaai,�LLLwgLu qxA a�LLppE6 --- bl+ "IirWKr aex.n eW�i. nMrve "`Alen""`o o �`�--- lion - a ON i.. EO�E'TNllvu - . R holan ESP.9v1(-Eai-ERY0nSaATEocOtr) - - © van-i- llcv�OCRin*dlu�sttEMl¢us[ul 1 peosapseogr [aosaogrglAnameas ran lgwaAvx ® a�ecx ryaARm au Is�A G$E�rvEa,y -- " ' L.00wTrox arcvn OanvN OBE pkTBlMrvm WPx BRA utTSCa✓'E AatxnEcrggaove 1aEWESEMAT1EIrv, - � —MPocam011LATENM LNE PF tl.ASs apmR'Itn ,n.rLr ....- ' LarERU Iins —LLass ma �Ia:t ax' ,aelr ' PPE s.EEVE PVC 6pEgy,E,O paLE», 7111 WATER TAP: _ IRRIGATION TAP TO BE LOCATED IN FIELD, CONTRACTOR TO VERIFY FINAL TAP LOCATIONWITH OWNER BEFORE INSTALLING. - .. - t�1 y fii CIRRIGATION PLAN ALL I�RIGAI19RORK WITHIIN THE DRIPUNE OF A TREE SHALL BE INSTALLED WITH AN'AIR SPADE' AND BY HAND TO AVOID ALL DAMAGE TO ROOTS. NO MACHINERY SHALL BE USED WITHIN THE DRIPLINE, THE CONTRACTOR SHALL NOT HARM THE TREE OR THE TREES' ROOTS IN ANYWAY SHAPE OR FORM. IF IRRIGATION LINES OR HEADS MUSE BE REROUTED TO AVOID CONFUCTS WITH ROOTS, THE CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR PROPOSED ADJUSTMENTS. TEMKIRggY WATERING THE CONTRALTOft SHALL INCLUDE TEMPORARv WaTERkeG MEASURES IN THE" BrSE BIDTOADEOUATELY ESTgBLISH ftAM MATERI. ANO oSep"A THRI Va_ araaP rrrow' PROJECT 18 DEEMED SUBSTgMIµLY CIaNPLElE. - - - _ "RIGATIOta NfzTiIS [- The lmrganonsystem h diagrammatic based upon the information Prwldad by the owner Or the owner's representatNe. The successful Rork cesponMEle to lnstaliasystem that will Prope.lY—.11areas indica[edon the design. Actual layout Of piping, sprklkler needs, vaNes,comrolk0 antl ether related equipment shall be tlmermined on she MlnOr flRd changes shall be made al no eddl[lonel cost to the Owner R b the responsiblliry of the irrigation tontrattor to be familkr wltn all grade dlifereri-, lecatl.. of walk, structures and unlbb end mate the necessary adjustments to accommodate the vrlgatiOn system m shown on the drawings. mere mar be times when It 15OMiom In thefleldthatunknownobstmmiom,gtades Ordimenslonsthatexbtmightnothave been consitlerM In theengineering, such oin,u jons should be brought to Inc atteninns A the owner's authorMed represematrve.ln the even"I"' M1li noMkatiOn Is net peNolmetl, the alazatlon Contractor shall assume full respomibiliry for any revisions and costs the[ occur 2.Thb system shall be Mstalkd using accepted and qualRy Instalktbn s[andartls as used In the industry. All menulacturers spetifkatiom wlitbefollewed 3. Malnline shall be buried a minimum at 17" of cover antl a maalmum of 1g• of cover. Lateral line piping a minimum of 12- of corer. All wddMsurroundfng the pipeshell beckaned of materkis larger than V insde- BacknllshallWadded In6'MCreme antlmechankally tamped. G.There will he ne sabstoutmns or changes to the irrigation design allowed without dine,, -ftten aPI-I from the Irrfga['an'-wtant. S. System design k basM on pressure and claw mformatbn provitletl by o[hm, stack preiwre o135 psi and Ina size Oi [he point of -OnlP.O.C)kai intlkatetl on the drawing. The inigauon tontrattor shall vergy water pressures prrort0 construeIlan. Repoli diHerencas between re9ulrements Ind the actual readings to the owner'snonme,john, so that any zone adjustments can be m,dl pNor to installation. 6. Poingshown In pavedarea vnth-sleevek 11-911-0, endshall be located inside of the planted area er tudarea approximately 1' I.. any M1arck— T. All vaNes shall be piazed in valve boars as shown in the details and all electllcal c... ot,ons shall be sealed wqh waterproof connectors. Control wire shall be who copper wire U L. approved (Or dl- burkl in the ground. Seeeetalh. It Controllels, meters, taps and backllow nuin ns are as shown on the plan of as stated in the details and legend. All Info,manors k to be -I fed prior to any installation Of the ziniq- 9. The Irrigation Contractor is responsible for all clean up msoclated with his work 10. Irrigation con[ra<tor shall all proNde the first winterizatlon, spring turn on, head adjustments and controller malntenante in bid. 13 Cmts asspcxted with lrrgaxion meterls) and water tap shall be [M1e respOnslM1ility of the krlgaNen tontrattor antl shall Oe Included m his/her bill ,VALVE SCHEDULE nMMBER MODEL I6IZE "TYPE-0M IMRE (ASI-tP61®POC iPRECIP awxwgpe,LYENnapa,pw ! — Iwi,aaaM PROPOSED WATERING SCHEDULE POST CONSTRUCTION - -- -- NUMBER MODEL IrypE IPRECIF SUN Tiff TNU INASE- 'sANANEEK IQALA EN VJ.JOAY oraR I � TLiIi a mm q, Pc9 a6mm ra - 1 as ms RAI ® uv¢IdTgCZ-,Spats OP�LItlRJr� i ici: 1 ia� I Isl rill 1� rN — NORTH B��Bkipaf p o-. f.P ti�1 9�p/LCINCaaP m UU KZ O � Z 0 aLL 00 a �Z a Z It K m Is - as OF Atq� Da' 9Ae &edNOBC Sep O 1.0 rn� �'� A<,ex eaEeoxoao.,wxs urxEw xo„x, � ! cx«nrara Fn,mcsroe«�Exarotr �_�q��__ ©ux�s »cacrc«oq san cv�w,n �F'ovrEucnr 2 �Y�V�:FGd� rs. �FncrunE 1{Pj'"'«xecEwmu,ouxsw.r.woso er iy , fi 1 x s raxnasvE nxoxam Fon ' ISP-tXDTWO-WIRE CONTROLLER w O A� DRAIN VALVE 4 x«,o$„E ] MwexF„ 15 A.1 EAD O� �" Ose,cNEr rlV z, M+E n[ MD-BEX RAIN SENSOR _ ExEEo,�,.we acx„wox,ot�.Mt,xox \25j QwsruEwnwreouE+En en. Q `3, 6 gMEN610N3 (IrJCFIES) xE��E,ew�ro,.,�AxexEx,w��� �x�•E DOUBLE CHECK VALVE aHE xwenxx �>o.rox�xx]r oFwe . m O � Exem��e O�,xFrE wxx yr am .o.sa,o �e Fenix ars.cFnro oFuxcx & O we ew.wxxwEmoeE, Qs rar ,Excrx wpow, Ovc ecx w]EEox¢+ OPPEB4RS-D ELECTRIC REMOTE CONTROL VALVE e q}� �� \b O�,qx e�sroEv.�xsvartxmwr �.xr xs:a 'l Qavr,�c Fd 6tE mcs� 9) aQ urm.+ 12-INCH POP-UP WITH RISER 3 Qi a� 9`rTiT 0- Ervosor.�wenxc O 2\ O c n z w] co cr ,: smoe warm �o �m � axsan W O ma"w u�1M1°ao u�`iE m_ Q LL CWRm SENSOR LOCATION « vpRe`rc O 0 �0 o Z �m LL � OF ALA OAl 1 wxeece A 2.0 O20 roGP�H DRIPLINE RING-0.8 GPH @ IT O.C. aN 4 t _ RviN vuK prt-�r__'y a aon fNO, EFap FEED EXAN1lE 'O Mm[O CENFE0. FEED EXAMPLE , CTYPICAL RAIN BIRD DRIPLINE REQUIREMENTS t Q pF�n,x .eF O� Fpa�,PP�a, pT a¢MpEP,NarFnw,aNEp�n,Kt C17MM�DRIPLINE FLUSH VALVE �°�apr"E nu�e�aano of ""`ua p anPxfaf��nga ��„wp pia ,: Uf vu`n"r aminiw �"M`r`r�w`ra0x Ovw+,�tawnt �A�mmrASFu�sEf wrtam Paxr xO_ut*rFia Ocpnneclaxs ©rwi�zPur a'ruw aVEOmcAOuuE', xo. pwai+eAE g, 12 � JP �Z, 'S� ISiL71 tJx we reE mswF.oEa O tsumcA>h moaaTp r,uM pmPuxE MUF uxarta Q wmxnrF vnwucrs nw¢Axn,wuc O �S�arp� ,er Nx o� �[m! FneWruw ne Qtuau w n,rM4 aw,rwaF uvrtFA ©pVM a t© V¢Cx OtnNmxpaArt ©vac�u+pFia 'c F* pcoaFeo�xE � O wFacnavia,M O� vuAx xaien�enFcwaE yxvu o6xrxm�w wwax�aoAati �PW.scxm nrxFAFta oMMwuFWglfMra O2aplweEruFarNPSHwPm.KEn 17 MM EZ-10 CV DRIPLINE RISER ASSEMBLY K0.f4M � DRlP ZONE WT IN VALVE BOX «PMa wxiMUFrumuL LEMmHIFEEn w�iw.rac uc� fi�-A I o.mA un..0 aM x-o - n FF aH M ppp�ap R,ga �� SOl¢CC pap VUK E I GRp wfECfllATpN PATESIFNnlP1I M4[IMOM FLOW PER 20NE ONaIAt TRMG. Ox¢cx ,�F{®a�M N,F1M a91aS lNE I �r�x,pMp[.KM r � I Sb�ut[aaK x[�� ��� POLTGONSfUPEO "C SHAPED WbSMPPED p ,M PSSM W. 9rm OvunM o n an s a)f Uwr 1 ��xalYpgp MM�w�/W. � � ea uoo ortx -1JY ruv _w F aMesxvKaO�OT s� O+A� F O�Munoss6arfiREeanpteR i tnsERn.RarvPER +mFlIO'Mt � s• Pv[ruuu sPF � � � � Norwo,.¢F FrarsEacs Lf Iai Ttn iv w Sx Ps aeom wn,00n rare � � a n ,. PORJO � fOLLW aNf CONIO.PK a nC SWPE i x{MryyaanM ,en� t � �Ma �rw �.a K Ar M1a61 paM. A� Malro rK �4JFo'�x. � r s�Mm J. xpnMa Y,OxO Mlles MR rar y Oi sspaL 4rfrlM •. aa � •r Sax aa,lw mnaxc Ar rNf pormr n aF OF21 FL(V,i4N O�IIa(£ K 10 R OP udK SONS RK gOr1W 'E DOGBONE SHAPED CORNER SHAPED pl " JL°"CIVNEDPOLYGON NDtIROIAEb SHAPED P"'r "'+'� xwAm: XFD ON -SURFACE OPERATfON INDICATOR O3 rWv.,i,m Queen wnxao OUN Pxpp,a.,,,��:.M�EAMafa.a.,aK p„„F.pn p.¢faF�nFp�a. p,wMMxpP ~wPFpw,Ka C1.7M x ORIPUNE AIR RELIEF VALVE & W OW fn J cr O w L1 F- p Li- �U o Q m yp�OF A(,N Ott a+,Nnscs`' a 2.0 PLANT SCHEDULE II TREES oNwnrwur - ,mow. aRwarn wa uN �" /CANNON NAME Iv�Yn I11,�K_ 1,czT IFWNTANANCE s�naaaw I�AaNG TYPE SPACING �Ott�fWTAM�G T_ GAIIAIUw 'ua, - -wue e. IBuodl.€inza+ineoL', aZ3 ipieeilmAFL4 aus�i' � ae i xuwarkwe�w.sv � _ zm ����RrtT nWus xEix' IMAS4I+C IzT-a3'ryH���cc 1r�W'_ .a-os __ IYMrAN�N�4cCw�u:Vt ae l uH[�uanaanus Raesa cave aaew[>uA y� I! el /wV'9xc B8}nIN ur! I,Y.Ra rr rrc��1��pp aw1Aw uHy,PLWv }}�V A c Ott BOTANICAL/COMMON NAMEaA _ CR9uNoxwai CONT TF—__f MAINTENANCE SIZE SPAgND TYpE SP— EVF_AOREEN GRWNOCAJER ii6—Timl'tl'rE,ARAseAal Ernie --ao Est-tEbaooraup�.aETb:i Isr�bErNass7we-7-ti. xx /n taca_. _. - _ InLc+ANcuAA �icNa Itce� - (91) S4aaarol Color - CLANDSCAPE PLAN NORTH GENERAL PLANTING NOTES: C XIMA T TO N7iHFX6ipiCi QY10fI TM�ViERACTOR 9NLL T50P0U!•ISID.EPPFOER LOGTMG AIT IX W1 R0 0 unuTsIPeEcwNINGm�sTALCT'i Z ONIRACEORSHALLVFIRIFYPUNT WOTRIESFROMTNEPLMMOREBTGRTUPFERENCBSTOTHE"ERSREPRESWATHE FORADIUSTMI3RS B ALL PLANT OTER14SAF E SUBJECT TO APPROVAL ORRERISAL BY THE ONJERSREPRESENTATNEAT THE JOB SITE 4.COMRACTORSV,LLLAYOUTALLPUNTMATERIAL FORUREVEWBYO.M'EAS REPRESENTATMESAPPROVAL PRIORTOPL JMNG. P MBJBAUM 48HOURSNOTKESNdIID BE GNEN ANDANTICIPATEDB�Y TTFHEE GUIJTRAGTOR ft1RT015 RE," ��E D9�11�NAGE�SNALAILAMM Atli DUN�hA RHEAS006NOT0%APC2 LLH SOSILIXZ(VrS4,0&AD�DSOMY LOAM TOPSOIL Q PLPNfS6HALL BE WELLFORM� VIORUS, GRdkNG SPfIMENSNITH GROWIHTYPDAIOF VAIRETIE3 ST'ECffEDM4DSULL BE FREE FROM IWURY INSERTS ANOOESEA9FS PUNTSSiALLEOUPL ORSVRPASBOJALRY AS REFNIDNTHE OIRRENT L651)E OF NURBEIRY'AMERICFN STN4DAHLLS FORNURBQRY STOCM PSPUBLLRHED BY THE AMERI^AN NUR ERYMEH MC 7 ALL PLANT MATERIAL SHALL BECONTALNER BROOM UNIESSOTHERMSE SPECIFIED B ALL PUNTING PITS SN/J1 BE DOUBLE THE SIZE OF THE ROOT BALL ORCONTANER, ' 9.PROVIOEAWATERPEROUTDN IESTFORALL TREE PRS RLL EACN IIRFP PR WITH W4TER IFTXEVlAIER SNOT PERGOATE OUTNTH 12 FgURgg PROVDETREE PR ORNM AUGER Ad IX4hE'fER1101E3E OONd A{THE BOTTOM OF iXE TREE PRAND F A.L WMTH CRUSHED STOLE TESTA" FOR PROPER PERORATION. 1BFlRONTRONORSIRU09SIALLBEPLWTEDAMMIMUMCFZCBEHNDBWLKATL",WSORWALNSANDMWIMUMB6'BAO OF LURBAT PARKMGARF/$ i1.BACK RCWO'SIRUB PUNTINGSFIPI.L SEPLANTEON OFFFACECF BUEDMG WALL GROUNDOVMSHALL BE 17OUT FROM SILO W ASREOJIREOBY PUNT SPEQFICAign6 12, EXCAVATE EOGEOF ALL PUNTING BEGS TO 4' DEPTH TO FORMA NFAT CRISP OEFlNITIO4 17. PUNTING BECISSHALL BE15 FABOJESOOGRXOE A ALL ANTW$ ANOTTREEPITS SHALL BE MULCHEOIMTH A XSEIREOUYER OF APPROVED MULCH ON LEVEL AREAS ANDAR15 GRARENLAREASFORAPPROVALBYUNDSUY EARWTECTBEFORESOOB16 i6 SEASONALCMORSULLBEPUMEDINROWERINGBTATE 17. CONTRACTOR SHALL GUARANTEE ALL PLWi MgTEANL, IPOUONG GRA6S FOR OAE ftllL YEAR FHOA DOTE OF WRIEi@J SL 94TML OOMPLETM.(REFERELCE EPEQFL'ATDHS) 16. ALL TREES SHALL BE GTAKEDAND TIED IN THE FIELD BY AN APPROVED METHOD REMOVE ALL OIYVA ES AND STAKES AT THE ENDDT pOF THE ;GUARANTEE PPE�RIODF.�RT�.E Fp1pB I, p��NA URpL FILE LpBTp�J�� ROM WELR. A�FJ�S THATP OQU ENEAVIG.CPEANCJIIfECf AHSCF SNO�ITHERV9ACIERISTNS REPRESEMATNE SOM1SNTHE PR!)IECi VICMRY TfATiLSNALLff ttOF6I+95A1&615R.ORGAGKLRTERP4TD0BiH.T10NABI.EWEEp.CUY[LOTS5TIIMPS STONES. fRWTSCA OIHEA WTFRULHARMFULTOPLANI MA7ERNLG. SNOU➢REGEIAATNEMAIETM. BE PRE�ENT IN THESOL OM 1 HN5 E F AE BSI GRANCt� H SAGE AND ROOT NHKN MAYAPPBAR IN THE IMPORT® TIOIESMELij&MNCMT EVFAAN OF 7RE ORSNalI A9 CONDITION 1U1� THE AODRY RANGE SWILL BE BETWEEN S 00 T. MO_USNE I INCH MESH P ANT PASSING 114NLN NNEST 97-VA NO,'DD7 MESH 20 STOO'ILE MATEBRML THAT DOES NOT WET THE REOUIREM94TS MAY AT THE OPTION OF THE CONTRACTOR BE IMPROVED BY SOTi:6ltlaG ANOTHE AMICK OF ORGANIC MATTER MO CHEMICAL ADWM URES ALL PUAP NTVWNGgSLFLUVE�EN6VTpNRL�EO NPLLRANTEOMFAPRgPTOMULCFI�RIGW{fN PMES'TRgW N VARIIGTO THLCAW MT PRR30U CTYS��R�95TMJi ML MULCHING FOR THE STRAW PROJECT HAS BEE14 PR 1000 11THEUNDS'iIPEPROBTM IS N07 RESPONSIBLE FOR THE MEANS AND METHODS OF APPROPRLATENESS OF THE M 41ATgN PROCECIRESUNDETRTMEN BY ANY CONTRACTOR AND IS 140T RESPONSIBLE FOR JOB SAFETY. X NC Z O Q' Z0 IL H— W Il < Q 6co o Z Q f 5m a V aqE OF q(q O� 1 o W t4� 0 _1.0 FOR COORDINATION PURPOSES ONLY CITY TO INSTALL SOIL PREP AND PLANT MATERIAL `eAABmRPAe In McA PLANTING SECTION IN BED AREAS . .... . . ... e. O!!SED PLANTER DETAIL WOMEN IF 1. SEEPLARTKG PLAN F011 BEDLAtt S Z RlAS StkL BE MAIGW& PARALLEL LALEss BEDAREA FOR PART[CMAR PtA ISSN 4 IN A M IVREG R AREA THfN 9:rED8Y A5 C lANDSCAIE CT S.M'PLAWUSELIST'PoRPLNNTSPAq PLANT SPACING DETAIL TRENCH 2= BED EDGE DETAIL DETAILS ON THIS SHEET ARE Fo COORDINATION PURPOSES ONLY. CITY TO INSTALL SOIL PREP ANI PLANT MATERIAL i I M Ela Lan voLTacELmHnNG NDTEs: • MARPL HES F OATpN60 SY L VOLTAGE lMSt6 RM WR IM P ER 6UPPLITA FOR PPPROVAL RY tAND6CPPE DE6lONER1pNTIER PRfOR TO NSTA1lATIOtJ. • DEILSORRY TO BE MOUNTEDVPJOD PEDESTPL MOUNTPER AM l • ALLUGFRE- VNiff 6HALL 8E 12-2 CMECf RIMY lR4E65 NbTE0 AULOV VO • ALLLOW-VttO UGIf11NGEOl11PMENTSMALLnON WSTRD ACCOR2%NGTH niEMA FROM n— REFERENCES FOR OMTION6 • CIRWTTWS. THEOVriJERONTIMER PREFERENCES FOROWOFf CIRCUTPMES. • ITGT NEMEIRRIG •B PYC SI£EVEFdi ALL LV llGHTINO w1RE USE NSAMEMERG NSIEEVELOCATIONS • USE MIN, tYPo6ER VMEN NECE66PFIY FOR Fl%iURES LOCATED YMATERIPL,ML H%tlPE6 TO BE CLEAR OF _ VEGETAGETATMON. LIGHTING SCHEDULE '� i6Y1.41pL NJFA�aE"ERJMOOOJDE6_C-RIPMON _ DTY .i NL K RISES aDRR iene augirernu�c aroER�cooEG% i�axo. �o YnwTavn. eE<RSPRBwWIOE - �.. _..-!Flc�iuw4rtp Rs I_ L%,vi-v-• 1 �a�Rw� u�zw� iB>t enawiE ier�.LLrc: R '84W�EROW - IEUWNaw[LmoR Swr SnvA Posc �I� ` AO'.6a�MEs hHRULIVMket[RebM al<ERFw -- -IM,Rae a%x»rv�srnurtl - �nr+a ,'r-_.. o : arrtFr aFouPw nr-_. __ µmanvc-Ltw�WoLincE saEcr.euwAi"�s,o - SLEEVE SCHEDULE SYMBOL MANUFACTURIE-ODEUDESCRIFMON OTY REFERENCE NOTES SCHEDULE Pam DE6cRFm- GTv 26Ekq w l PFtti wRLEr.WBnTRERFRUOF wvER Pw moE m avNRHDHBCHr r4RcooE oownaY vEm uL Lam sf rv­AL�Ff�TReRa - _TEwurLETRMst cnnr -1 0 wi�trt Sw ,rl aww A Q n"" wwwawwae Aw•pw ® . ONXiEXMOUNTING -POST MOUN.. 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