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HomeMy WebLinkAboutFRONT RANGE VILLAGE LOT 3 - Filed MA-MINOR AMENDMENT - 2013-05-17, low +{ki:.. H ^ , eti s 0. ZONING: ■ CS COVER SHEET AND INDEX PC3 10/10/12 LEASEE. BJ'S RESTAURANT. INC. N s� PROPOSED USE. RESTAURANT �r ■ ALTA SURVEY SITE AREA. 58,639,63 SQUARE FEET (1 35 ACRES) ■ GN1 CIVIL GENERAL NOTES PC2 09/06/12 EXISTING ZONING: H-C - HARMONY CORRIDOR DISTRICT PARTNERS ■ GN2 CIVIL GENERAL NOTES PC2 09/06/12 ADJACENT ZONING EAST H-C - HARMONY CORRIDOR DISTRICT ■ C1 SITE IMPROVEMENT PLAN PC3 10/10/12 ADJACENT ZONING WJEST: H-C - HARMONY CORRIDOR DISTRICT ■ C2 SITE GRADING PLAN PC3 10/10/12 ADJACENT ZONING MORTH H-C - HARMONY CORRIDOR DISTRICT ■ C3 EROSION CONTROL PLAN PC3 10/10/12 ADJACENT ZONING StOUTH: H-C - HARMONY CORRIDOR DISTRICT md ■ C4 SITE UTILITY PLAN PC3 10/10/12 SETBACKS PERMITTE10: ■ CS SITE/ESC DETAILS PC3 10/10/12 FRONT. 10-25 FEET ■ C6 SITE DETAILS PC3 10/10/12 SIDE: 10-25 FEET ■ C7 SITE DETAILS PC2 09/06/12 REAR: 0FEET MAXIMUM BLDG, HEIGHT: 6 STORIES 16808 ARMSTRONG AVE, PAVEMENT: 5 FEET SUITE 100 IRVINE, CA 92707 SITE LAYOUT DATA+: 949.753.7676 T MINIMUM DRIVE AISLF: WIDTH. 24' DEVELOPMENT PLAN FOR STANDARD PARKING! STALL: 9' x 19' BJ'S RESTAURANT AND BREWHOUSE WDPARTNERS.COM LOADING SPACE REQUIRED. NONE' "FRONT RANGE VILLAGE CENTER" PROVIDED NONE' NORTHWEST CORNER OF CORBETT DR AND E HARMONY RD, PARKING DATA: REQUIRED PARKING. FORT COLLINS, CO 80525 5-10 PARKING STALLS PER 1.000 SQ. FT. = 75 SPACES PROVIDED PARKING: >}1' 75 PARKING SPACr,ES + 4 ACCESSIBLE PARKING SPACES PER ADAAG - + 4 CARRY OUT S3PACES = 83 SPACES BUILDING DATA: PROJECT CONTACT: OWNER: LANDLORD: PLANNING & ZONING: n Radbwn C+ BUILDING AREA *D PARTNERS BJ'S RESTAURANTS INC BAYER PROPERTIES CITY OF FORT COLLINS F,en adrary Engtisn ` sc'ddt `r{> SMnanavtn C` Randh itonanarcaG` 41Ha'r�, GROSS AREA. 7,453 SQUARE FEET 1'6808 ARMSTRONG AVENUE SUITE 100 7755 CENTER AVENUNE 2222 ARLINGTON AVENUE 281 NORTH COLLEGE AVENUE n" f :ich'•�aia �, g tiJ{ni•Ma La rr s $,x PATIO: 538 SQUARE FEET 'NINE. CA 92606 HUNTINGTON BEACH, CA 92647 BIRMINGHAM, AL 35205 FORT COLLINS, CO 80522 s Fa*stone ` v I t PAT THETFORD COURTNEY LEVINGSTON TRASH ENCLO'SURE: 766 SQUARE FEET JIFF TIBBITTS JOAN LEGUAY R° Pe k e:&I,etsNe� : Anae4."S+'e+r a woa.6and NUMBER OF STVORIES: ONE 614,634 7233 714.500,2410 205 795 4132 970,416,2283 r. ry �ta�ian 1,>' na ?' Ms4tlsn Pang LM +,� i ia"t nnl}yr `n a '.: i,NE �URVEYOR: GEOTECHNICAL: BUILDING DEPARTMENT: WATER & SEWER: NOORTHERN ENGINEERING GILES ENGINEERING ASSOCIATES. INC. CITY OF FORT COLLINS CITY OF FORT COLLINS A ALL EXISTING CONDIITIONS, TOPOGRAPHY, UTILITIES, EASEMENTS & LEGAL 2,00 SOUTH COLLEGE AVENUE SUITE 10 1965 N MAIN STREET 281 NORTH COLLEGE AVENUE 700 WOOD STREET DESCRIPTION ARE A4S TAKEN FROM A SURVEY OF LAND SITUATED IN THE CITY OF F FORT COLLINS. CO 80522 FORT COLLINS. CO 80522bRT COLLINS, CO 80524 ORANGE, CA 92865 FORT COLLINS. CO DATED 06-26-2012. C'IERALD D GILLILAND EDGAR L. GATUS SANDY LINDELL ROGER BUFFINGTON°�i'' AS PREPARED BY NORTHERN ENGINEERING 32 0 EHar ayRd 200 SOUTH COLLEGE AVENUE STE.10 9,70 221.4128 714 279 0817 970 416 2744 970,221,6854 -c on Harmy Rd E m Ro " Rd, � w eett-Rackma E Hoommy Rd FORT COLLINS. CO 80524 '^ M' "mare, 970.221.4128 ixr �n� � i-'3+Mr: rmpr/:MM in' T d ct B. ALL DESIGN INFORMATION BASED ON SOIL CONDITIONS INFORMATION OBTAINED 7 FROM SOILS REPORTr RECEIVED ON 07-09-2012. AS PREPARED BY GILES ENGINEERING ASSOCIATES. INC NORM WATER: FIRE DEPARTMENT: ELECTRICAL SERVICE: GAS SERVICE4 : °^ >o"Dr nJ,qu Ci 1965 N. MAIN STREET CITY OF FORT COLLINS POUDRE FIRE AUTHORITY CITY OF FORT COLLINS ELECTRIC UTILITY XCEL ENERGY 9j ORANGE. CA 92865 c MitdeSttr�,�onl M w'lTvonQ 7b0 WOOD STREET 102 REMINGTON STREET 300 S COLLEGE AVENUE 1901 E. HORSETOOTH ROAD Timber 714 279.0817 F FORT COLLINS. CO 80524 FORT COLLINS, CO 80525 - n creek d hvanaCt a GY Mornngside bRT COLLINS, CO 80522 FORT COLLINS, CO 80524 pp" pr s laelga cl, CGLEN SCHUETER RON GONZALES �� :.ieaiheac `ta JUSTIN FIELDS STEPHANIE RICH ,yp�a +`/ Rarwau =arktn. I .g " 9 70 224.6065 970.416 2891 970.221.6619 970.225, 7828 too, RxF c ee ni " R xY c.a„ _ ? RCck Crq C• R0�' FCloil Ridge HS- ,.. Haneyt war Foss+I Ridge iradk 8 Field - • .> ♦ a,.trro+ Sx!eon Stepan G`8� w }M GofiMa Dr3 .s High SOW 'V i creek 4 Mn6er wa`.ay l.tt Harveer F dss+I Rai(#e Hb R'" SOURCLES OF VERTICAL BENCHMARK: TELEPHONE SERVICE: REFUSE: CABLE HEALTH DEPARTMENT S�aierrafl°' TernisGourts o *BM CITY OF FORT COLLINS VERTICAL CONTROL POINT 12-94. SOUTH SIDE OF EAST HARMONY C''ENTURY LINK WASTE MANAGEMENT OF COLORADO & UTAH FORT COLLINS COMCAST LARIMER COUNTY DEPART OF HEALTH & ENVIRON. ROAD 3400 FEET WEST OF CORBETT DRIVE, ON TOP OF CONCRETE WALL OF AN CUSTOMER SERVICE 5500 SOUTH QUEBEC ST, STE#250 1201 UNIVERSITY AVENUE 1525 BLUE SPRUCE DRIVE A . IRRIGATIION DROP STRUCTURE. GREENWOOD VILLAGE. CO 80111 FORT COLLINS, CO 80521 FORT COLLINS, CO 80524 f yl + now ,na,d�►�� ELEVATION = 4950 01 B'OB RULLI STEPHEN LUCHT DEBBIE KATIE SALL e 9°70490,7503 303,486.6193 888.824.4010 970.4986785 MR CITY OF FORT COLLINS VERTICAL CONTROL POINT 4-02, SOUTHEAST CORNER OF THE INTERSFECTION OF HARMONY ROAD AND TIMBERLINE ROAD IN TRAFFIC SIGNAL BASE IT �i/YGIC ill ELEVATIION = 4966.32 art I„ ..,. La 11r... r . ll e ACCORDING TO FIRM PANEL NO 08069C 0994F FOR LO RIMER COUNTY, DATED DECEMBER 19, 2006, THIS TRACT PARCEL ONE: OF LAND DOES NOT LIE WITHIN A FEMA DESIGNATED 100-YEAR FLOODPLAIN. LEASEHOLD ESTAIrE AS CREATED BY THAT CERTAIN (MEMORANDUM OF LEASE) BY AND BETWEEN FRONT RANGE RETAIL COMPANY, A DELAWARE LIMITED LIABILITY COMPANY, AS LANDLORD, AND BJ'S RESTAURANTS, INC., A CALIFORNI/,\ CORPORATION, AS TENANT, RECORDED UPON THE TERMS AND CONDITIONS THEREIN ON 201'a AT RECEPTION NO. OVER THE FOLLOWING DESCRIBED PROPERTY LOT 3, FRONT RANiGE VILLAGE, AS PER THE PLAT RECORDED MARCH 2, 2007 AT RECEPTION NO. 20070016164, COUNTY OF CITY OF FORT COLLINS, COL® RWID LARIMER. TILITY PLAN APP AL STATE OF COLORA,DO. APPROVED: ^+ �.. _'.'+ 'jT, `4. CI GINEER {gg PARCEL .Il IF <:'"{%���n„Y•.{-i4:�. CHECKED BY: NON-EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS AS MORE PARTICULARLY DESCRIBED IN THE DECLARATION OF JOINT ACCESS EASEMENIT RECORDED MARCH 2. 2007 AT RECEPTION NO. 20070016187, COUNTY OF LARIMER, STATE OF COLORADO. WATER & W ATER UTIILITY DATE TOTAL SITE AREA: 58,640 SQUARE FEET (1.35 ACRES) DISTURBED AREA: 58,640 SQUARE FEET (1.35 ACRES) PARCEL THREE: ATER UTILITY DATE HE KED BY: STO NON-EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS AS MORE PARTICULARLY DESCRIBED IN THE DECLARATION OF CHECKED BY: EXISTING CONDITIONS OF DISTURBED AREA (CURRENTLY PARKING LOT): PROTECTIVE COVENANTS, EASEMENTS AND AGREEMENTS RECORDED MARCH 2, 2007 AT RECEPTION NO. 20070016190, COUNTY /BY: RKS & RECREATION ATE PERVIOUS: 58,640 SQUARE FEET (100%) OF LARIMER. STAT-E OF COLORADO CHE IMPERVIOUS 0 SQUARE FEET (0%) PARCEL FOUR: AFFIC ENGINEER DATE CHE NON-EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS AND PARKING AS MORE PARTICULARLY DEFINED IN THE OPERATION AND DATE PROPOSED CONDITIONfS OF DISTURBED SITE AREA EASEMENT AGREEMENT RECORDED MARCH 2, 2007 AT RECEPTION NO 20070016205, COUNTY OF LARIMER, STATE OF PERVIOUS. 12,295 SQUARE FEET (21.0%) COLORADO IMPERVIOUS 46,345 SQUARE FEET (79.0%) PARCEL FIVE To request marking of underground facilities "'i y� NON-EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS, PASSAGE AND PARKING OF VEHICLES AND PEDESTRIAN PASSAGE, AS SET 0 ■ BUILDING DEPARTMENT 08/03/2012 FORTH IN THE EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS BY AND BETWEEN LOWE'S HIW, INC AND FRONT DI oSafely. RANGE RETAIL COi �+� STORE NUMBER MPANY, L L.0 RECORDED MARCH 2. 2007 AT RECEPTION NO. 20070016211. COUNTY OF LARIMER, STATE OF ■PLANNING DEPARTMENT 09/06/2012 COLORADO K° 1-800-922-1987 ■ PLANNING DEPARTMENT 10/10/2012 °.pssF4D Fys� www.UnCC.Org ■ _ � �`O ry�r:a 5 y S WD PROJECT NUMBER Call before you dig BJSBJ0178 W equired time (3 business days) ■ - - �' 4063 =_' spectand protectthe marks ■ - - _ Dig wl[h care ■ - - fe� F-`47 2504 CS I. LEGEND . i.. ..., vfr5£3 '..i'N.,av'W.n .. ... ..^u:.., y. ..,,:n ., .. .. v-r-s m�.w. .:.iiu.:..ws.e..u.,u .. �. • �. PLAN NOTES 7w •o MID !V PR. TRAINDFORMER PAD 27« 8 8' 19 I«" 5' PAVEMENT SETBACK Y� am Lu " cli pI« ' 10'-25' PRIVATE DRIVE — — q — PROPERTY LINE' 6' M « S89058'58"W 217.0 11 99 N «11' « TYP N PR. PARKING LOT STRIPING (TYP.) N PR. SITE LIGHT REFER TO SHEET 7 FOR SITE ILLUMINATION PLAN (TYP.) 9 TYP. Nr' 77 4--J b sm, � _ 1' 1 « 24' 19' 1LO 3 91 TYP, mp, 9, a Q� N PAI 9a 4, _ 721 3' . . " g 9 YP. PR. CONIC. SIDEWALK (TYP) SETI IACK g 25TRACT "B" FRONT RANGE AIL COMPANY, ET PR. LANDSCAPE (TYP.) PR. GAS SERVICE SETBACK L 19' � � I PR. TAKE OUT D 7,453 SF N ARKING (TYP. 4) BJ'S RESI[•AURANT s a PROPOSE R. CURB RAMP AND BREWHOUSE . + b PER CITY OF FORT COLLINS STDS. (TYP.) ®o = 120' 6"� 24, r PROPERTY LINE PR. ACCESSIBLE ®� PARKING STALLS OUTDOOR DINING PATIO, (TYP. 5) PER SITE OW REFER TO ARCHITECTURAL i I DETAILS Y e PLANS FOR DETAILS. Qh o — .. .. ` - � � � � � � may- ✓ RAM/ " _1 _ U ' N .. .. « �, n"p. .". tz b I'43 , ; S89°20"E 217.tKA) 21 HARMONY ROAD —q LINE LINE M TRASH (BY OWNER): • ASH URN (BY OWNER): • PLANTER (BY OWNER): A BENCH PER BJs SPECIFICATIONS. GC TO STAIN WITH TEAK OIL. INDIAN BLACK SLATE TILE, 12" X 24" IN RUNNING BOND PATTERN TILE TO BE,, ORIENTED PERPENDICULAR TO THE BUILDING t- WALL IN THE FRONT ENTRY AREA AND z'^ PARALLEL TO THE BUILDING WALL IN THE PATIO AREA CONTRACTOR SHALL APPLY SEALER: MIRACLE 511 PORUS PLUS IMPREGNATING COLOR ENHANCER. REFER TO PLAN NOTE 7 THIS SHEET FOR INSTALLATION REQUIREMENTS. NATURAL GREY, CONCRETE TRUNCATED DOMES (PER SITE DETAILS ON SHEET C6). COLOR TO BE COLONIAL RED ON o°o°oo 0 0 -o-o-o� 0 0 BLACK CONCRETE AND BLACK ON GREY CONCRETE, ASPHALT CONCRETE 3-0" MIN. ACCESSIBLE PATH OF TRAVEL FIRE LANE/EMERGENCY ACCESS EASEMENT ZONING: LEASEE: BJ'S RESTAURANT, INC. PROPOSED USE: RESTAURANT SITE AREA: 58,639.63 SQUARE FEET (1.35 ACRE,;) EXISTING ZONING: H-C - HARMONY CORRIDOR DISTRICT ADJACENT ZONING EAST H-C - HARMONY CORRIDOR DISTRICT ADJACENT ZONING WEST. H-C - HARMONY CORRIDOR DISTRICT ADJACENT ZONING NORTH. H-C - HARMONY CORRIDOR DISTRICT ADJACENT ZONING SOUTH. H-C - HARMONY CORRIDOR DISTRICT SETBACKS PERMITTED FRONT: 10-25 FEET SIDE: 10-25 FEET REAR: 0 FEET MAXIMUM BLDG, HEIGHT: 6 STORIES PAVEMENT 5 FEET SITE LAYOUT DATA: MINIMUM DRIVE AISLE WIDTH 24' STANDARD PARKING STALL 9' x 19' LOADING SPACE: REQUIRED: NONE' PROVIDED. NONE' PARKING DATA REQUIRED PARKING 5-10 PARKING STALLS PER 1,000 SO FT = 75 SPACES PROVIDED PARKING. 75 PARKING SPACES + 4 ACCESSIBLE PARKING SPACES PER ADAAG + 4 CARRY OUT SPACES = 83 SPACES BUILDING DATA: BUILDING AREA GROSS AREA: 7,453 SQUARE FEET PATIO: 538 SQUARE FEET TRASH ENCLOSURE: 766 SQUARE FEET NUMBER OF STORIES: ONE W I w I a w � W W w w w w w a wI w 7BLAC'K* 3.04'N �'PROPOSED INDIAacw f° SLATE TILE (REFE1.77' PR. BIKE RACK °NOTE 7 FOR INST,5 SPACES PER REQUIREMENTS) mw SITE DETAILS w " 11.37' 3.54'-mP) w 1. DEMO ALL PAVEMENT AND UTILITIES WITHIN LIMITS OF CONSTRUCTION AS3 NEEDED TO INSTALL PROPOSED UTILITIES/PAVEMENT GRADES/CURBING PER APPROVED PLANS. REFER TO SITE DETAILS FOR PROPOSED PAVEMENT SECTION. 2. PROPOSED CURB AND CURB AND GUTTER TO BE CONSTRUCTED PER SITLE DETAILS. 3. ALL CONCRETE STEPS AND RAMPS WITH HANDRAIL SHALL BE CONSTRUCTED PER SITE DETAILS. 4. PROPOSED ACCESSIBLE PARKING STALL STRIPING AND SIGNS SHALL BE INSTALLED PER SITE DETAILS. 5. TAKE OUT PARKING SPACES TO BE INSTALLED PER SITE DETAILS. CONTRACTOR TO PROVIDE CONCRETE BOLLARD AND SIGN POST PER ACCESSIBLE PARKING DETAIL. TAKE OUT PARKING SIGN TO BE PROVIDED) BY OWNER. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS ON CONSTRUCTION OF TRASH ENCLOSURE. 7. INDIAN BLACK SLATE TILE TO BE INSTALLED USING ALL OF THE MANUFACTURER'S BEST PRACTICES, INSTALLATION RECOMMENDATIONS, AND GUIDELINES INCLUDING, BUT NOT LIMITED TO; SURFACE PREPARATION AND CARE TO AVOID ANY OILS IN SUB-STRATE DURING CONSTRUCTION, MORTAR AND GROUT SELECTION AND ADHESIVE. GENERAL CONTRACTOR TO CAREFULLY CONSIDER CLIMATE CONDITIONS> IN LOCATIONS SUBJECT TO FREEZING CONDITIONS. IN SUCH LOCATIONS GENERAL CONTRACTOR SHALL USE FREEZE THAW STABLE ADHESIVE 856 XLF AND INSTALLATION GUIDELINES FOR COLD CLIMATES. 8. GENERAL CONTRACTOR TO REPAIR AND REPLACE ASPHALT DAMAGED DURING CONSTRUCTION. ASPHALT SECTION TO MATCH EXISTING. OWNER TO REVIEW REPAIRED ASPHALT TO DETERMINE IF FIX IS ADEQUATE. SLURRY SEAL AND RESTRIPING TO BE PROVIDED ON REMAINDER OF PARKING LOT AT OWNER'S DISCRETION. 9. CONTRACTOR SHALL REFER TO SITE DETAILS FOR BIKE RACK SPECIFICATIONS. 10. FIRE LANE/EMERGENCY ACCESS EASEMENT SIGNING AND STRIPING SHALL CONFORM TO 2006 INTERNATIONAL FIRE CODE AND POUDRE FIRE AUTHORITY. ALL ENTRANCES/EXITS SHALL BE COMMON ACCESS. 11. ALL BUILDING AND POLE MOUNTED LIGHT FIXTURES SHALL BE DOWN -DIRECTIONAL AND SHIELDED. 12. ALL ROOF AND/OR GROUND MOUNTED MECHANICAL UNITS SHALL BE SCREENED FROM VIEW. 13. ALL SIGNS WILL COMPLY WITH CITY'S SIGN CODE. 71' md PARTNERS i e brand: op"Ilio s : bW6d 168M ARMSTRONG AVE SUITE 100 IRVINE, CA 92606 = 949.753.7676 T WDPARTNERS.COM 4D PROTOTYPE eAR d 1 L.L W W F_ M .uAJ CC W 0IX to VLL>-0000 $" g000 Jcr�V 9 \J/ Z� C0 CrT i .1 J W -9ZCJo00 i Q�QU CC W F— �~3.00Cz "TOCC 0 F— LL .L. � LL f1 U. 0 O Z r - w PR. TRASH s w W 6.09 < w v al m $ rn PR. ASH URN �'�� N ■ PC2 Of002 a m w .00, .' .0 w W w v W W W 4 W ■ PC ■ 10/12 � PR. PLANTER (TYP.) \w a W d' � wl w a s � .y W W � L w W w W� ■ w w W .p. .p W W W w W W W W W W w W w ■ w �• w w PR. BEN/CI I w $ w w W W w + W w W w W w y-" ■ (TYP.) W W '�' W W W W +' W w W ■ w b w W aw w oe y, w W W W W w W W W W W W Y w W W W w W W W ENLARGED ENTRY PL ■ SCALE: 1 "" 0 10' CITY OF FORT COLLINS, COLORADqjolli■ UTILITY PLAN APPRO - APPROV $ Z To request marking of underground facilities Digo. 1-800-922-1987 .unC"I efore you dig @,e7ed me (3 business days) pect and protect the marks Dig with careIL ITY ENGINEER D)ATE i C% Uj CHECKED BY: WATER A VATER UTILITY DATE �' W F CHECKED BY: p STO�TER SATE i = CHECKED BY: ' RKS & RECREATION SATE 0 10 20 40 CHECKED BY SCALE: 1" = 20.00' F-147 2504 TRAFFIC ENGINEER CHECKED BY: � 2� JH 114 IF W141 All m 11 r m milm � 0 V3,�® ..�� ® rfBA��� T�'�Y�.����'��i� i�Ai`( �� ® `1iim♦ � -r �F;OD JOSa 'l v �w, _L�+ ..1...�1 lo` 1 _�CI���L� �1 � m ���%�_ _ ca -- \►1`-�,.!ar'-. �_ 'M��:L�iTP •� w1 �`���� -��� �tb'i �® :ftee slh .! .c4 a 0_0�'�l�w:�%':��.•� ra1� 1L HARMONY ROAD To request marking of underground (facilities Dig!Safely.. 14M-922-1987 www.uncc.org Call before you dig Wait required time (3 business d4aYs) Respect and protect the marks Dig with care LEGEND - EXISTING EXISTING BROADLEAF TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN l PROP. TREE PROTECTION FENCING EXISTING TREE NOTES GENERAL CONTRACTOR SHALL PROVIDE TREE PROTECTION AROUND EXISTING TREES TO REMAIN WITHIN LIMITS OF PROPOSED CONSTRUCTION PRIOR TO BEGINNING DEMOLITION / GRADING ACTIVITY SEE TREE PROTECTION FENCING DETAIL AND TREE PROTECTION SPECIFICATIONS BELOW, CITY OF FORT COLLINS, SECTION 3.2./(G) Tree Protection Specifications. The following tree protection specifications should be followed to the maximum extent feasible for all projects with protected existing trees. (1) Within the drip line of any protected existing tree, there shall be no cut or fill over a four -inch depth unless a qualified arborist or forester has evaluated and approved the disturbance. (2) All protected existing trees shall be pruned to the City of Fort Collins Forestry standards. (3) Prior to and during construction, barriers shall be erected around all protected existing trees with such barriers to be of orange fencing a minimum of four (4) feet in height, secured with metal T-posts, no closer than six (6) feet from the trunk or one-half ('h) of the drip line, whichever is greater. There shall be no storage or movement of equipment, material, debris or fill within the fenced tree protection zone. (4) During the construction stage of development, the applicant shall prevent the cleaning of equipment or material or the storage and disposal of waste material such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree within the drip line of any protected tree or group of trees. (5) No damaging attachment, wires, signs or permits may be fastened to any protected tree. (6) Large property areas containing protected trees and separated from construction or land clearing areas, road rights -of -way and utility easements may be "ribboned off," rather than erecting protective fencing around each tree as required in subsection (G)(3) above. This may be accomplished by placing metal t-post stakes a maximum of fifty (50) feet apart and tying ribbon or rope from stake -to -stake along the outside perimeters of such areas being cleared. (7) The installation of utilities, irrigation lines or any underground fixture requiring excavation deeper than six (6) inches shall be accomplished by boring under the root system of protected existing trees at a minimum depth of twenty-four (24) inches. The auger distance is established from the face of the tree (outer bark) and is scaled from tree diameter at breast height as described in the chart below. Tree Diameter at Breast Auger Distance From Height (inches) Face of Tree (feet) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 Over 19 15 LANDSCAPE CONTRACTOR TO VERIFY CONDITION OF LAWN IN ROW. IF THIS AREA IS IN AN UNACCEPTABLE CONDITION PER CLIENT REPRESENTATIVE, PROVIDE BID ALTERNATE FOR SOD WITHIN THE ROW. BID SHALL INCLUDE ALL AREAS BETWEEN THE PROPERTY LINE AND EDGE OF ROAD WAY PAVEMENT THIS REQUEST DOES NOT PROVIDE ANY APPROVAL FROM GOVERNING AGENCIES HAVING JURISDICTION OVER THIS AREA. IF REQUIRED. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING PERMIT OR APPROVAL FOR THIS WORK. TRANSPLAI a LANDSCAPE CODE REQUIREMENTS FULL TREE STOCKING WITHIN $0' OF BUILDING. MINIMUM/MAXIMUM CANOPY SHADE TREES 30-4U SPACING CONIFEROUS EVERGREEN 20'-30' SPACING ORNAMENTAL TREES 20-'30' SPACING STREET TREES: STREET TREFS ARE EXISTING (LANDLORD PROVIDED). PARKING LOT PERIMETER LANDSCAPING: 1 TREE SHALL BE PROVIDED AT A RATIO OF 1 TREE PER 25 LF ALONG A PUBLIC STREET AND 1 TREE PER 40 Li ALONOa A SIDE LOT LINE PARKING SETBACK AREA. SCREENING SHALL HAVE A MINIMUM HEIGHT OF 30" AND SHALL EXTEND A� MINIMUM OF 70% OF THE LENGTH OF THE PARKING LOT. HARMONY RD & CORBETT DR: 188 LF / 25 LF = 8 TREES REQUIRED 8 EXISTING TREES PROVIDED PRIVATE DR & WEST LOT LINE: 456 LF / 40 LF = 12 TREES REQUIRED 12 TREES PROVIDED PARKING LOT INTERIOR LANDSCAPING: 6% OF THE INTERIOR SPACE OF ALL PARKING LOTS SHALL BE LANDSCAPE AREAS TREES SHALL BE PLANTED AT A RATIO OF AT LEAST 1 CANOPY TREE PER 150 SF OF INTERNAL LANDSCAPED AREA. 34,023 SF VUA X 6% = 2.042 SF (6%) REQUIRED 3.022 SF (8.8%) PROVIDED 2,042 SF / 150 SF = 14 TREES REQUIRED 14 TREES PROVIDED MINIMUM SPECIES DIVERSITY: 33% MINIMUM SIZES: CANOPY SHADE TREE 2" CAL EVERGREEN TREE 6' HT ORNAMENTAL TREE 1.5" CAL SHRUBS 5 GAL ANT SCHEDULE KEY CITY BOTANICAL / COMMON NAME SIZE QUERCUS MACROCARPA SEE TREE PLANTING DETAIL (TYPICALL) OM 7 BURR OAK 2" CAL, B&B WATER USE. L-M OR 10 QUERCUS ROBUR 2" CAL, B&B ENGLISH OAK WATER USE: L-M GT 9 GLEDITSIA TRIACANTHOS'SKYLINE' 2" CAL, B&B SKYLINE HONEYLOCUST WATER USE: L-M AMELANCHIER'AUTUMN BRILLIANCE' AG 8 LA CAL, AUTUMN BRILLIANCE SERVICEBERRY WATER USE: L-M CC 3 CRATAEGUS CRUS-GALLI VAR, INERMIS 1.5" CAL. B&B lei THORNLESS COCKSPUR HAWTHORN WATER USE, L-M PP 4 PICEA PUNGENS'FASTIGIATA' 6'-8' HT, B&B UPRIGHT COLORADO SPRUCE WATER USE: M JS 4 JUNIPERUS SCOPULORUM'WICHITA BLUE' 6'-8' HT, B&B WICHITA BLUE JUNIPER WATER USE: VL-L ARONIA MELANOCARPA'AUTUMN MAGIC' SEE SHRUB PLANTING DETAIL (TYPICAL)AM 39 7 GAL, AUTUMN MAGIC BLACK CHOKEBF_RRY HT WATER USE:M CS 45 CORNUS SERICEA'BAILEYI' 7 GAL, 30" HT REDTWIG DOGWOOD WATER USE: M Cli CD 54 COTONEASTER DAMMERI 'CORAL BEAUTY 5 GAL, 24" SPR CORAL BEAUTY CO I ONEAS I ER WATER USE: M �^1 PA 68 PICEA ABIES'NIDIFORMIS' 5 GAL, 24" SPR JJ BIRD'S NEST SPRUCE WATER USE: M b PM 28 PINUS MUGO 7 GAL, 24" HT MUGHO PINE WATER USE: L ; PO 45 PHYSOCARPUS OPULIFOLIUS'DIABLO' 7 GAL, 30" HT DIABLO NINEBARK WATER USE: L-M G^� RIBES ALPINUM �! RA 39 7 GAL, 30" HT U ALBINE CURRANT WATER USE: L-M RIG 58 RHUS AROMATICA'GRO-LOW' 5 GAL, 18" HT GRO-LOW FRAGRANT SUMAC WATER USE: L-M SM 73 IT PALIB Nl DWARF KOREAN LILAC 5 GAL, 18" WATER USE: L-M VIBURNUM X JUDDII � VJ JUDDII VIBURNUM 7 GAL, USE: WATER UM JUNIPERUS HORIZONTAUS'WILTONII' it1 JH 54 BLUE RUG JUNIPER 5 GAL, 24" SPR WATER USE: L-M L &N MS 72 FMISCANTHUS SINENSIS'PURPURASCENS' 5 GAL, 24" HT FLAME GRASS IV, WATER USE: M RASS PV 50 SWITCH PANICUM VIRGATUM 5 GAL, 24" HT , WATER USE L COREOPSIS VERTICILLATA'MOONBEAM' # CV 4 MOONBEAM COREOPSIS 2 GAL. 18" HT �gS1011i WATER USE L HEMEROCALUS'HAPPY RETURNS' SEE GROUND COVER PLANTING DETL ■ pCy 06pp1� HH 225 HAPPY RETURNS DAYLILY 1 GAL, 12" HT. 24" O.C. on WATER USE: M-H ■ PC2 16/10✓12 FESTUCA ■ SOD TURF -TYPE TALL FESCUE HYBRID SEE SOD NOTES ■ WATER USE: M ■ C::] MUL SHREDDED HARDWOOD MULCH, 3" DEPTH, SEE PLANTING NOTES ■ NO CYPRESS MULCH, NO RED MULCH ■ RR 2"-3" DIAMETER RIVER ROCK, 3"-5" DEPTH OVER PERMEABLE WEED BARRIER LANDSCAPE FABRIC ■ AT ROOF DOWNSPOUT OVERFLOW DRAINS, ■ •7 rM. •. • 1772 16606 ARMSTRONC AVE SUITE 100 IRVINE, CA 1121 949.763.7676 T W DPART NERS. C OM EXISTING TREES TO BE TRANSPLANTED SHALL BE TRANSPLANTED BY THE CONTRACTOR PRIOR Tq SITE CONSTRUCTION OR GRADING ACTIVITY, IF NECESSARY. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE OR LANDLORD FOR A LOCATION TO TEMPORARILY HEAL IN TREES DURING CONSTRUCTION, OR TREES MAY BE REMOVED FROM THE SITE AND MAINTAINED AT THE CONTRACTOR'S OFF SITE HOLpING FACILITY. AND RETURNED TO THE SITE AT THE TIME OF LANDSCAPE INSTALLATION TREES SHALL BE PROPERLY (MAINTAINED, WATERED, AND PROTECTED BY CONTRACTOR. ANY TREES IN UNSATISFACTORY CONDITION SHALIL BE REPLACED WITH LIKE MATERIAL OF EQUAL SIZE AT NO ADDITIONAL EXPENSE TO THE OWNER. BALL SIZES SHiOULD ALWAYS BE OF A DIAMETER AND DEPTH TO ENCOMPASS ENOUGH OF THE FIBROUS AND FEEDING ROOT SYSTEM NECESSARY FOR THE FULL RECOVERY OF THE PLANT. MINIMUM ROOT BALL SIZES SHALL COMPLY WITH THE G4JIDEUNES OF THE AMERICAN STANDARD FOR NURSERY STOCK. TREE TRANSPLANTING SHALL OCCUR DURING THE bORMANT SEASON. ■ � a ■ J E Qb a SEPARATION DISTANCES FROM WATER/SEWER LINES: T TREES SHRUBS W/S MAINS 10, 4' W/S SERVICES 6' 4' + 0 10 20 40 SCALE: V - 20.00' W = Ll J l MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY AREA PERIMETER TECHLINE START CONNECTION MALE ADAPTER PVC OR POLY EXHAUST HEADER TECHLINE TEE TECHLINE CV DRIPPERLINE LATERAL, DRIP LINES SHALL BE 4" DEEP AT ALL POINTS. PERIMETER LATERALS 2" TO 4" FROM EDGE �— PVC OR POLY SUPPLY HEADER NOTES REMOTE CONTROL VALVE A. USE ONE NETAFIM TrLS6 STAPLE FOR EVERY 4 FEET OF LATERAL LINE. AND USE 2 STAPLES OVER EACH TEE. ELBOW, OR CROSS, NETAFIM TECHLINE CV SCALE: NONE 4" DEPTH SOIL MIX OVER TUBING 10% SAND, 90% BACK FILL MIX PER PLANTING NOTES FINISH GRADE 10" ROUND VALVE BOX LINE FLUSHING SHUT-OFF VALVE #TLSOV TECHLINE CV LATERAL OR EXHAUST HEADER BRICK SUPPORTS (THREE) 3/4" GRAVEL SUMP (1 CUBIC FOOT) NOTES SECTION A ATTACH ±5 FEET O)F BLANK TUBING TO OUTLET AND COIL IN VALVE BOX TO BE USED FOR FILUSHING ZONE NETAFIM MANUAL LINE FLUSHING VALVE SCALE: NONE INTERIOR WALL", MINIMUM CLEARANCE FOR DOOR OPENING MINIMUM VERTICAL CLEARANCE NEEDED FOR HINGE PIN REMOVAL MODEL IC-XXOO-PL CONTROL WIRE IN ELECTRICAL CONDUIT SIZE AND TYPE PER LOCAL CODE 112" POWER SUPPLY CONDUIT J BOX INSIDE CONTROLLER CONNECT PER LOCAL CODE NOTES A MOUNT CONTTROLLER WITH LCD SCREEN AT EYE LEVEL CONTROLLER SHALL BE HAND -WIRED TO GROUNDED 110 OR 220 VAC SOURCE B, GROUND COONTROLLER PER MANUFACTURER'S SPECIFICATIONS AND AMERICAN SOCIETY OF IRRIGATION CONSULTANTS (ASIC) GUIDELINES FOR GROUNDING ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS I -CORE CONTROLLER SCALE: NONE UNTERI-CORE UP TO 800' AWAY CONTROLLER <'—MODEL: WIRELESS SOLAR SYNC SENSOR MOUNT UP TO 800FROM RECEIVER ALL MOUNT IN E LOCATION THAT MAXIMIZES DIRECT SUNLIGHT, OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN ODEL: SOLAR SYNC MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER IRELESS SOLAR SYNC RECEIVER MOUNTED ON THE WAL NEXT TO THE CONTROLLER ------CONDUIT FOR VALVE CONTROL WIRE AND SOLAR SYNC COMMUNICATION WIRE OMROLLER POWER SOURCE WIRELESS SOLAR SYNC SYSTEM SCALE: NONE MEiFR BALL VALVE SCALE: NONE FINISH GRADE 10" ROUND VALVE BOX BRASS BALL VALVE \\-BRICK SUPPORT (3) MAIN LINE PIPE 3/4" MINUS GRAVEL r0 BACKFLOW PREVENTER — �--FINISH GRADE MODEL HQ-44LRC-AW QUICK COUPLER VALVE —10" ROUND VALVE BOX 3A' MINUS GRAVEL QUICK COUPLER VALVE SCALE: NONF ICV GLOBE VALVE SCALE: NONE i ICZ DRIP CONTROL VALVE (SCALE: NONE ABRICATED SWING JOINT LINE PIPE :: UPPORT (3) PRUNE BROAKEN OR DEAD BRANCHES. REMOVE I ALL TAGS SOD NOTES PLANTING NO SITE PREPARATION A THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL A SITE TO BE FINE GRADED BEFORE PERMANENT SODDING OR SEEDING. YEAR FROM DATE OF ACCEPTANCE BY THE OWNER ALL PLANTS SHALL BE ALIVE AND AT A B. SOIL SHALL BE LOOSENED TO A DEPTH OF (8) INCHES BY DISCING, RAKING, hROTOTILLING VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD. OR OTHER ACCEPTABLE MEANS, AND RAKED SMOOTH AND FREE OF ROOTS AND STONES B PRIOR TO INSTALLATION. THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE, (2) 2"X2"X6-riARDWOOD STAKES OR APPROVED OVER 1" DIAMETER. GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, IRRIGATION. MATERIAL DpRIVEN MIN. 24" DEPTH OUTSIDE EDGE C. PROVIDE SOIL PH TESTING, ADJUST THE PH RANGE OF SOILS THAT ARE UNAOCEPTABLE APPROVE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE OF ROOT B*LL. ATTACH WOVEN POLYPROPYLENE PER LOCAL COOPERATIVE EXTENSION SERVICE TURF STANDARDS. INCORPOYATE RAW CONDITIONS UNDER WHICH THE WORK IS TO BE DONE, CONTRACTOR SHALL NOTIFY TREE -TIE WEEBBING FOR GUYING TREES PER GROUND AGRICULTURAL LIMESTONE OR ALUMINUM SULFATE UNIFORMLY AT THE RATE GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS AND WORK SHALL NOT MANUFACTLURER INSTRUCTIONS. REMOVE ALL SPECIFIED BY THE MANUFACTURER PROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO STAKING 1 WEAR AFTER INSTALLATION. SOD INSTALLATION: THE LANDSCAPE CONTRACTOR. A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE TO TURFGRASS RRODUCERS C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT INTERNATIONAL, GUIDELINE SPECIFICATIONS, CURRENT EDITION. SELECTIONS, SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY TRUNK ROOT FLARE SHALL BE VISIBLE AT THE B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS OR CUT PIECES TI-4AT ARE NOT AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, CONTRACTOR SHALL NOTIFY TOP OF THE- ROOT BALL, DO NOT PLACE MULCH BROKEN OR STRETCHED. SOD SHALL BE FREE OF THATCH. SODDING SHOUILD BE DONE IN THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENT IN CONTACTT WITH TREE TRUNK GOOD WEATHER. SOD SHALL BE INSTALLED WITHIN 24 HOURS OF ARRIVAL AT THE SITE SOD SHALL BE ROLLED AFTER INSTALLATION AND AFTER A FEW DAYS OF WAATERING TO D. AND/OR INSTALLATION PLANT MATERIAL SHALL CONFORM TO THE PLANT LIST AND KEYS ON THE DRAWINGS AND SET TOP OF ROOT BALL 111TO 2" ABOVE FINISHED REMOVE AIR POCKETS AND ENSURE CONTACT BETWEEN SOD AND SOIL. TO THE QUALITY STANDARDS OF'AMERICAN STANDARD FOR NURSERY STOCK. BY THE GRADE, REWNOVE ALL TWINE, ROPE, WIRE, AND C. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS AMERICAN NURSERY & LANDSCAPE ASSOCIATION, ANSI Z60 1 LATEST EDITION. ALL PLANTS BURLAP FROM TOP HALF OF ROOT BALL. SOD SHALL BE STAKED ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWrALES, SHALL EQUAL OR EXCEED THE MEASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE. REMOVE NODN-BIODEGRADABLE MATERIALS. D CONTRACTOR IS RESPONSIBLE FOR WATERING SOD UNTIL ESTABLISHMENT IN THE EVENT OF VARIATION BETWEEN QUANTITIES SHOWN ON PLANT SCHEDULE AND THE !J1 4" HIGH EARITH SAUCER BEYOND EDGE OF ROOT MAINTENANCE PLANS, THE PLANS SHALL GOVERN CONTRACTOR TO VERIFY QUANTITIES AND REPORT -III- _ — BALL. 6 DIAAMETER MULCH RING. SEE PLANTING A. WATER 1 INCH MIN. WITHIN THE FIRST HOUR OF SOD OR SEED INSTALLATION BEGIN IRRIGATION SYSTEM DURING THE FOLLOWING 3 DAYS KEEPING THE SODDEfh E ANY DISCREPANCIES SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM DURINGUNEXCFIRST 4 NOTES FLODOD TWICE DURING FIRST 24 HOURS OR SEEDED LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE, SUBSTITUTED MATERIAL SHALL BE 2 X ROOT BALL DIAMETER PLACE ROOT BALL ON B, AREA MOIST. CONTINUED MAINTENANCE (MOWING, FERTILIZATION, WEEDING, ETC.) OF TIRE SODDED OR THE NEAREST EQUIVALENT SIZE, CONDITION AND GROWTH HABIT HAVING THE SAME TAMPED S011L TAMP SOIL FIRMLY AROUND ROOT SEEDED AREA SHOULD BE PROVIDED BY A PROFESSIONAL LANDSCAPE MAINTENANCE ESSENTIAL CHARACTERISTICS WITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE. NOTES BALL BASE CONTRACTOR. F THE LANDSCAPE CONTRACTOR SHALL HAVE SOIL TESTS PERFORMED IN LAWN AND PLANTING BED AREAS TO EVALUATE NUTRIENT AND PH LEVELS. THE LANDSCAPE A. BACKFILL AND MULCH AS SPECIFIED IN PLANTING NOTES. CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL AMENDMENT ADDITIVES AS RECOMMENDED BY SOIL TEST, TREE PLANTING G. ALL PLANTING BEDS TO RECEIVE 8" MIN. OF PREPARED BACK FILL MIX ALL INDIVIDUALLY PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX. SCALE: NONE PREPARED BACK FILL MIXTURES SHALL BE MIXED ON SITE CONSISTING OF ONE PART PLANT MATERIAL- SHALL NOT BE PRUNED PRIOR TO INSTALLATION; AFTER INSTALLATION EACH PLANT SHALL BE INSPECTED AND PRUNED AS NEEDED TO REMOVE MINOR CDEAD OR DAMAGED PORTIONS, 1"LAYER OF MULCH - MULCH. SEE PLANTING NOTES PLANTER LIGHTWEIGHT POTTING MIX* REMOVE ALL TW("E, ROPE. WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL, REMOVE FILTER FABRIC TO NON -BIODEGRADABLE MATERIALS. SEPARATE SOIL FROM 4" MOUND OF TOPSOIL MIXTURE TAMPED FIRM OVER RESERVOIR TANK UNDISTURBED S(OILTO PREVENT SETTLEMENT FINISHED GRADE "MIN IN WIDTH OF BALL LINE TEE OR ELL INSTALLATION NOTES A EXCAVATION TO BE THE DEPTH OF ROOT BALL + 4" . BACKQFILL WITH PREPARED TOPSOIL SEE PLANTING NOTES TOP OF ROOT BALL SHALL BE LEVEL W(TTH FINISHED GRADE B CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY ANND 6" WIDER (ALL SIDES) THAN THE DIAMETER OF THE ROOT BALL, SCARIFY SIDES BEFORE PLANTING C REMOVE ALL TAGS AND NYLON TWINE SHRUB PLANTING SCALE: NONE 18-24" COILED WIRE WATERPROOF CONNECTORS (2) REMOTE CONTROL VALVE MODEL ICV-101 G ACCUSET FINISH GRADE STANDARD VALVE BOY, MA;N LINT PIPE & FITTINGS BRICK SUPPORTS (4) 3/4'MINUS WASHED GRAVEL SCH 81 T O E NIPPLE I6-24' COILED WIRE WATERPROOF CONNECTORS (2) DRIP ZONE KIT MODEL PCZ-101 TIP FILTER TO 45 DEGREES FINISH GRADE JUMBO VALVE BOX SCH 80 T.O.E. NIPPLE MAIN LINE PIPE & FITTINGS BRICK SUPPORTS (4) 3/4" MINUS WASHED GRAVEL REGULATOR: 25 or 40 PSI IV'i, _J0 ©©©©�NA Wal PLAN SPACING SEE PLAN CHARTLANTS PERQUARE FOOT1.7 no 1.00 0.50 SECTION GROUND COVER PLANTING SCALE: NONE MODEL WITH 'CV L MULCH, SEE PLANTING NOTES. APPLY MULCH BEFORE INSTALLING GROUND COVER OR PERENNIALS. BED EDGE. SEE PLAN/PLANTING NOTES PLANTING SOIL MIX, SEE PLANTING NOTES. REMOVE ALL PLASTIC CONTAINERS BEFORE INSTALLATION. TOPSOIL, ONE PART SOIL AMENDMENT, ONE PART SOIL FROM EXCAVATION. TOPSOIL: ASTM D5268, PH RANGE OF 5.5 TO 7, MIN. 4 PERCENT ORGANIC MATERIAL, FREE OF STONES 1 INCH AND LARGER. SOIL AMENDMENT: SPHAGNUM PEAT MOSS OR COMPOSTED ORGANIC MATERIAL H. ALL PLANTING BED EDGES TO BE SMOOTH, CONSISTENT FLOWING ARCS. SEE PLANTING BED EDGE DETAIL. BEDS TO BE LAID OUT AND APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE BED EDGE AND PLANTING BED. I, CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID FEATURE PLANT - SEE LANDSCAPE PLAN UTILITIES, FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE SEASONAL ANNUALS - SELECTION Bt J, AWAY FROM BUILDING(S). PARKING LOT TREES SHALL HAVE A CLEAR TRUNK HEIGHT OF 6' MINIMUM ABOVE PAVING. OWNER'S REPRESENTATIVE K. TREES SHALL BE PLACED A MINIMUM OF 3FROM SIDEWALKS, CURBS OR FIRE HYDRANTS, L. PLANTINGS AT THE END OF PARKING SPACES SHALL BE SET BACK A MINIMUM OF 3FROM FACE OF CURB PLANTER WITH INTEGRAL RESERVOIR TANK M. PLANTING BEDS SHALL BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED AT AND FILL TUBE (BY OWNER) PRODUCT SPECIFIED RATE UNLESS NOTED OTHERWISE. N. ALL PLANTING BEDS SHALL BE COVERED WITH WEED BARRIER. IMPERVIOUS PLASTIC IS NOT ACCEPTABLE. O, ALL PLANTING BEDS SHALL RECEIVE MULCH UNLESS NOTED OTHERWISE, MULCH SHALL BE DISEASE AND PEST FREE, UNIFORM COLOR, AND FREE OF TWIGS, LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT CONTAIN MANURE OR MALODOROUS CONTENTS, P. WITHIN CONTRACT LIMITS, SOD ALL AREAS NOT COVERED BY PAVING, BUILDINGS OR PLANTING BEDS UNL ESS NOTED OTHERWISE, SODDING SHALL NOT BEGIN UNTIL AREA HAS PATIO PAVEMENT - SEE CIVI IL PLANS RECEIVED A FINISHED GRADE. Q. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS (EXISTING OR PROPOSED) UNTIL SITE TURNOVER. *PLANTER LIGHTWEIGHT POTTING MIX SUCH AS "MIRACLE-GRO MOISTURE CONTLROL R ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR POTTING MIX" CONTAINING APPROXIMATELY 1/3 PEAT MOSS, 1/3 COMPOSTED ORk-,ANIC REPLACED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. MATERIALS, 1/3 SAND. PERLITE. OR VERMICULITE. APPLY SLOW RELEASE FERTILIZER SUCH S. LANDSCAPING TO COMPLY WITH ALL APPLICABLE CITY/LOCAL REGULATIONS. AS "OSMOCOTE" AT RATE PER MANUFACTURER RECOMMENDATIONS, PLANTER W/ RESERVOIR TANK SCALE: NONE MULCH, SEE PLANTING NOTES WEED BARRIER WITH PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE ------ PLANTING BED EDGE SCALE: NONE 2x4WOODOR 14 GAUGE STEEL POST AT 6' O.C. (MAXIMUM) z_ ORANGE 4 CONSTRUCTION v......... r a w 0 SPADE DU�, ^V" SHAPED ***THE SOIL IN ALL LANDSCAPE AREAS. INCLUDING PARKWAYS AND MEDIANS. SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT (8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX (6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA EARTH EDGE 3" TO 4" DGED EACH SOIL AMENDMENTS MUST BE COMPLETED, AND A COMPLETED CERTIFICATION OF COMPLIANCE DEEP, 3" Tab 4" WIDE WITH THE SOIL AMENDMENT REQUIREMENTS OR CITY CODE SECTION 12-132 MUST BE RECEIVED. AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. LAWN OR GROUNDC'OVER AREA Sec. 12-132, Regulations. PRE -EMERGENT NOT USED (a) Except as otherwise provided below. the holder of any building permit shall, as a condition of the issuance of a certificate of occupancy, prepare any area in which any plant materials. including but not limited to grass, seed, flowers. shrubs or trees, are expected or intended to be installed, prior to installation of any plant materials in that area, as follows, (1) The soil in such areas shall be thoroughly loosened to a depth of not less than eight (8) inches; and / (2) Soil amendments shall be thoroughly incorporated into the soil of such areas to a depth of at least six (6) inches by tilling, discing or other suitable method, at a rate of at least three (3) cubic yards of soil amendment per one thousand (1,000) square feet of area to be planted, unless at least four (4) inches of loose top soil has been placed on the area after completion of construction activity on top of not less than four (4) inches of loosened subgrade soils. Documentation of the content and quantity of the soil \ \ amendments and top soil placed in an area, prepared by the commercial source of the material or a qualified soils testing laboratory. shall be submitted in connection with the certification required in Subsection 12-132(b) below. r (b) Prior to the issuance of any certificate of occupancy, the prospective recipient of such certificate of occupancy shall submit written certification to the Utilities Executive Director that all planted areas, or areas to be planted, have been thoroughly loosened and the soil amended, consistent with the requirements set forth in this Section. (c) In the event that the Utilities Executive Director determines that compliance with this Section is rendered unreasonably difficult by weather or seasonal conditions, the Utilities Executive Director may temporarily suspend the application of this requirement, contingent upon the provision by the prospective recipient of such arrangements, guaranties or assurances as the Utilities Executive Director determines to be adequate to ensure compliance. (d) in the event that the Utilities Executive Director determines that compliance with this Section in a specific area is unreasonably difficult as a result of site conditions such as, for example, an excessively steep gradient or a very narrow side lot. the Utilities Executive Director may waive the application of this requirement for such area. EXTEND POSTS (a) The Utilities Executive Director or City Manager may inspect any property in order to determine PAST DRIP LINE compliance with the requirements of this Section as a condition of issuance of any certificate of occupancy (t) Payment of any administrative fee established by the City Manager for the purpose of recovering the costs of administering and enforcing the requirements of this Section shall be required as a condition of issuance of any building permit, excluding any building permit where it can be shown that no areas within the project limits will be disturbed by construction activities and planted with vegetation. —2 x 4 WOOD OR GENERAL NOTES 14 GAUGE STEEL POST AT A, ALL PLANT AREAS SHOULD BE MAINTAINED WEED FREE AND CLEAR OF UNDERGROWTH & O C. B. ALL TREES. SHRUBS AND GROUNDCOVERS SHOULD BE REPLACED IF THEY DIE OR (MAXIMUM) BECOME UNHEALTHY. C ALL PLANTINGS SHOULD BE FERTILIZED AND IRRIGATED AT SUCH INTERVALS NECESSARY TO PROMOTE OPTIMUM GROWTH. FINISHED GRADE MAINTENANCE NOTES A. ALL LANDSCAPE AREAS SHALL BE MAINTAINED AT A MINIMUM OF ONCE A WEEK, PLANTERS LAI LHAL FIFL ENLARGED SHALL BE KEPT WEED FREE AND ALL TURF AREAS SHALL BE MOWED AND E WEEK. ALL TRASH IN AND ADJACENT TO PLANTER AREAS SHALL BE KEPT CLEAN OF LITTER. EACH RESTAURANT WILL NEED TO COORDINATE THE MAINTENANCE OF PARKING SECTION SEE ENLARGED SECTION 112" MARLEX STREET ELLS (3) LOT/PAVING AREAS DETAIL NOTES B LOCATIONS AND AMOUNTS OF ANNUAL COLOR PLANTINGS SHALL BE COORDINATED A CONSTRUCTION FENCING SHALL BE ERECTED PRIOR TO ANY GRADING OR COM;TRUCTION BETWEEN THE LANDSCAPE MAINTENANCE COMPANY AND EACH RESTAURANT ACTIVITIES - PREVENTING COMPACTION OF ROOT SYSTEMS OF TREES TO BE PRIESERVED, MANAGEMENT TEAM, B THE FENCING SHALL ENCLOSE THE AREA BENEATH THE DRIP LINE OF THE TREE CANOPY AND C, THE PLANTING PROGRAM AND PLANT SPECIES THAT BJ'S HAS CHOSEN LENDS ITSELF TO A SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE, SELECTIVE PRUNING NATURAL APPROACH, FORMAL HEDGES USING SHEARS AND HEDGE C. NO PARKING, MATERIAL STORAGE, OR CONSTRUCTION ACTIVITIES SHALL BE PEF�MITTED V1ITHIN TRIMMERS ARE DISCOURAGED. LANDSCAPE PLANTINGS SHOULD BE REVIEWED THE FENCED AREA, OCCASIONALLY WITH THE LANDSCAPE MAINTENANCE COMPANY AND SOME SHRUBS MAY PROS-04-PRS40-CV MP ROTATOR SPRINKLER TREE PROTECTION TREE SHOULO BE D BE TRIMED MED D, TREES SHOULD BE TRIMMED AT LEAST ONE TIME PER YEAR. TREES NEED TO BE TRIMMED SCALE: NONE SCALE: NONE SC�7�.i�y�a`L•Ie7�isa � r �,l;ylIl1.0a4.�liIQ_T:CGh`(��3� SHOULD REQUIRE ONLY A LIGHT TRIMMING r .. ..es ... a S,Ee! M' y t .vA- r e �3� AW .e ••,9 '�' � ', h� 1680E ARMSTRONG AVE SUITE 100 IRVMIE, CA 9200E 949.753.7676 T W DPARTNE RS. COM ■ PC1 IIEVA101N 09/C0/12 ■ ■ ■ ■ ■ ■ ■ ■ ■ t L2 N J Q lu qr 4C31� N .tPARAPET 0" A.F F PAPA T " A.F.F. WINDOW dill.—q w CANOPY B.1 4'-0" A.FF.F O. SILL ._ w F.F. T.0 LAB 1 A2�0-0� SCALE: 1 4ELEVATION .r;rR}rth:nrc:.' Y •a.'a^-u,raY mA.. v.rSVM: t-,:.a'SNt(#A.Ni Y:+MpR .w ..rt n ..tlh.Yx Axa u... .v .. .. 8.3 I BEHIND MURAL n ....u. .. • ..via .. .y...—i., ,'...rv.a u.U.rcIPo: T I .:,.aS3-, aYh , rE-..r rY,ws,: a at..a .,, . ,. FINISH g)E A2 O�On FRONT ELEVATION . G SCALE: 1 4 -1 -0 :¢siW YLr vSP.vrcFi-ls e. 9•.F^vlYv. e.... ... xei.., `].rt'a.. .'... 3'-" n'. 1. In,;•f Y,. �v .v ... .a'.e:.-oCIR?•r Y.r.... ..' v..e ....i a. i .. ., bT.YM.a-ei'n .- s. Y.t-n •."h..'r'- u,. .,e .v'.85i e."xghslGW"N !x<.ov.i':. v....,axv'P's. .Y .. s va t , a. .., e v :.. - v. . KEY NOTES: 3 LIGHT FIXTURE- SEE ELECTRICAL FOR ADDTIONAL INFO REFER TO ARCHITECTURAL FLOOR PLAN AND ROOF PLAN FOR AMOUNT OF LIGHTS. GENERAL NOTES: ALL GLAZING TO COMPLY WITH KEYNOTE 0 WwwwMOSCILU€ O O STUCCO CORNICE OVER PR{E-FORMED FOAM CORNICE PT-25 14 O LINE OF ROOF BEYOND -SEE ROOF PLAN �' ALL EXTERIOR WALLS SHALL RECEIVE A MINIMUM OF D LAVERS OF GRADE "IC PAPER OVER 5/8" CDX APA RATED PLYWOOD. REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC NAILING �7 INDICATES THAT GLAZING IS TEMPERED E THIS AREA ALL GLAZING SMALL PASSTHETESTREQUIREMENTS 18 O EXTERIOR CEMENT STUCCO -7/8"THICK MIN, THREE COATS MIN. O/TWO LAYERS OF GRADE "D", 60 MIN PAPEfR (PAPER BACKED WIRE FABRIC IS EQUIVALENT TO 15 ADDRESS SIGN WITH 1'-0" HIGH LETTERING BY SIGN CONTRACTOR REQUIREMENTS.CFR 2 ALL EXTERIOR BUILDING SIGNAGE UNDER A SEPARATE PERMIT SIGNAGE SHOWN FOR M EREOPS CATEGORY CLASS OF TEMPERED - GLAZING � LISTED AS EITHER I OR 11 PER TABLE 2406.1. ZING I THE LIMINSTED AS EITHER GLAZING ONE LAYER OF GRADE "D" P,MPER) SHALL BE PROVIDED WITH A WEEP SCREED AT i6 REFER TO DOOR SCHEDULE FOR ALL EXTERIOR DOORS REFERENCE ONLY.. r. THE FOUNDATION PLATE LINE (CBC SEC. 2506) a EXTERIOR UTILITIES NEAR THE BUILDING SHALL BE PAINTED TO MATCH ADJACENT SURFACES. ? 14'-8" 8" BAND OF CUSTOM STONE VENEER, APPLICATION PER 4O 17 LIGHT BEHIND AWNING, TO BE SET 10'-1"A.F.F. ABOVE THE DOOR WINDOW GLASS/GLAZING SPECIFICATION OCUSTOM STONE VENEER 18 RECESSED LED STRIP LIGHTS, REFER TO ELECTRICAL DRAWINGS ' 1/4" (6mm) SOLARGRAY I- ���� TYPICAL APPLICATION OF ALDHERED STONE VENEER (PER BUILDING CODE) ADHERED BY MEANS OF PORTLAND CEMENT 19 BLACK POWDER COAT BOX MENU BOARD (24 1/2"x 301/2" R 0,) OUTDOOR GLASS LITE I I II II II '1,,_ �l ADHERED VENEER SHALL BACKING SHALL BE PORTLAfND CEMENT PLASTER ON METAL LATH METAL LATH MODEL # TERRA 2,75-ST-FT-HD-LED BY C3 LIGHTING SOLUTION, INC C ONTAOT, ' GAS CAVITY DIMENSION 1/2" (13mm) SHALL BE FASTENED TO THE SUPPORTS. MORTAR SHALL BE APPLIED TO THE MIKE McINNIS 714 545 5985 X108, (CELL) 714 465 0695 MMCINNISCcdC3LIGHTING G ( OM -GAS BACKING AS ABETTING BED' THE SETTING BED SHALL BE A MINIMUM OF 3/4 INCH ® MURAL - BY OWNER. COORDINATE LANDSCAPING MATERIALS NOT TO INTERFEF�E FILL AIR (10MM) THICK AND A MAXIMUM OF 3l4 INCH (19MM) THICK. A PASTE OF NEAT WITH VIEW OF MURAL SEPARATE PERMIT REQUIRED -h INDOOR GLASS LITE 114" (6mm) SOLARBAN 60 ON CLEAR (SURFACE #3) PORTLAND CEMENT OR ONC-HALF PORTLAND CEMENT AND ONE-HALF GRADED 21 EXTERIOR SECURITY CAMERAS. CENTER OF CAMERA EL. 112'-4" U N 0. REFER o SAND SHALL BE APPLIED TO, THE BACK OF THE EXTERIOR VENEER UNITS AND TO PLAN T1_5 FOR MOUNTING AND LOCATION. _, NOTE: THE SETTING BED AND THE VENEER PRESSED AND TAPPED INTO PLACE TO PROVIDE COMPLETE COVERLAGE BETWEEN THE MORTAR BED AND VENEER UNIT ® ROOF DRAIN PENETRATE BELOW PATIO SLAB REFER TO PLUMBING AND CIVIL � 1 EACH PANE OF GLASS SHALL BEAR THE MANUFACTURER'S MARK DESIGNATING THE TYPE AND §a A CEMENT MORTAR SHALL R)E USED TO POINT THE VENEER. SEE A4.1 ' THICKNESS OF THE GLASS OR GLAZING MATERIAL. PROVIDE 6" SQUARE SYMBOL OF ACCESSIBILITY DECAL ON EXTERIOR FACE OF 23 DOWNSPOUT NOZZLE COVER, SEE PLUMBING DRAWINGS 2. EACH PANE OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BE THE MANUFACTURER O DOOR. SEE DETAIL A4.6.O.0i FRY LET 1/4' WIDE PCS-75 25 2-PC STUCCO EXPANSION JOINT. PAINT TO ION WITH APERED GLASS E WINDOW SHEET OF ' PAPER MARKING BY THE REVEALS BEHIND TRASH ENCLOSURE WALL MATCH 3E TEMPERED SPANDREL GLASS�LLO ELOCA O OMIT WAINSCOT, WATER TABLE AND ©5 ER 1-818 BLACK OR EQUAL OLD CASTLE GLASS SPANDREL, PART NUMB # ( ) .MANUFACTURER ; 7 OPLASTER REVEAL -SEE DETAIL A1.2-1� SEE D R REVEATES 4 GLASS SUPPORTS SHALL COMPLY WITH 2010 CBC, SECTION 24032.1 OPLASTER 8 UNITED AL- (OAR EQUIVALENT MANUFACTURER) DARK BRONZE FRAME. Q KNOX BOX 3200 SERIES (1 UNIT ONLY) CUSTOMER SERVICE 866-625-4563 5 WINDOWS, CURTAIN AND WINDOW WALLS, DOORS AND OTHER EXTERIOR APPLICATIONS SHALL BE - DESIGNED TO RESIST THE WIND LOADS IN STRUCTURAL SHEET "COMPONENTS AND CLADDING" PPG SOIARGRAY FLOAT GLALSS SYSTEM FOR 1" INSULATED GLASS ASSEMBLYAND 27 GAS METTER PAINT TO MATCH ADJACENT SURFACES, REFER TO PLUMBING ,iT�.1 ` GLASS IN GLAZED CURTAIN WALLS, GLAZED STOREFRONTS AND GLAZED PARTITIONS SHALL MEET THE 35%VISIBLE LIGHT. THE SYSITEM SHALL MEET MINIMUM 2D PSF. WIND LOADING CRITERLk GLAZING ASSEMBICY SHALL CONSIST OF: (A) AN OUTSIDEy' PPG ® DRAWINGS FOR ADDITIONAL INFO AND FRAME REFER TO DOOR SCHEDULE A.0 PT-7 "SEISMIC REQUIREMENTS OF ASCE 7, SECTION 13.5.9." SOLARGRAY GLASS (B))P AWISPACE AND (C) AN INSIDEY' SOLARBAN 80 (3) GLASS METAL DOOR - MATERIALS CALCS WITH AU-VILLUE OF 29 LOW-IE AND A SOLAR FEAT GAIN COEFFICIENT (SHOC) OF.28 Pl BY GENERAL CONTTRACTOR - SEE A4 PAINT FRAME AND BRACKETS QGREASE REMOVAL SYSTEM. OAWNING BLACK. AWNING FABRICAT0R TO FIELD VERIFY INSIDE FINISH DIMENSION OF O CO2 FILL PORT PAINT TO MATCH ADJACENT SURFACE, REFER TO KITCHEN DWi.,S PILASTER PRIOR TO FABRICATION REFER TO FINISH SCHEDULE FOR FABRIC MANUFACTURER AND COLOR SELECTIONS 31 SAND FINISH STUCCO BEHIND AWNING PT-7 10 SIGNAGE UNDER SEPARATE- PERMIT PROVIDE SOLID BACKING FOR ALL WALL ELECTRICMETER, REFER TO ELECTRICAL SITE PLAN FOR ADDITIONAL MOUNTED SIGNAGE O ION 1OENTRY CANOPY ROOF AND [BRACE - SEE 4T3 ���Tl" AND STRUCTURAL DRAWINGS 33 LINE OF SCREEN WALL/TRASH ENCLOSURE WALL BEYOND EXTE FACIR FROH QfNL!'E18 � L' DECORATIVE WALL SCONCE- LIGHT FIXTURE "M2D" HAS PERFORATED METAL GA�JR/�7 f�7�7V��G 12 AND INSTALLED BY CONTRACTOR SHIELD PROVIDE BYO E SHM A/� Vi/S .:,.-..6a: ,: .. ,,... .., "...�, ...-r..r... ...w... � .,,,. ..... . - ir..... .. �.•.�'. ,,,rs ;. .. .. .... .. ... .. ., ._`ue. •r rv.«a .. ,. rpn,.--. 'fora l .! 'v 3. ..area: ... . — DO fi A e ao 0F* 2 EQ. PANES 9 SIM. 11 a«.a, N. 'h band : opwgdW* : build 16800 ARMSTRO)NG AVE SUITE 1D0 IRVINE, CA 926046 5 949.753.7676 T WDPARTNER83 COM a 40 PROT(PTY'PE OPEN CIM0.MNG 3 i C i O E dCc '= N V W O O Cc _ 0 /4D �W "G L r. '0.'-P��'- cv V V ,j,Q"�FF m wm .--PA 'T$ c o w o dLL v 1p'-g w ,F•F•� � STOREFRONT MY Z 9 w T.O.SLAHAK FLOOR EL Y � - Y a � av ._ .: ..vopmp. '+=YRYiy"YP+-xx9-4v 4 --nvxAg#YM i I. (3) EQ. PANELS SEE DOOR SCHEDULE 103 t I PA4 w G i ISPA. 7 a q o T y ,f T ,fM -10 low I I 4, T� T f _1amT m < TEGORY II w na a OO m REVIISIM" i PC1 OY-0620412 a - O m m V/ m Z m O m Q ■ W � WD PROJECT: g,)SB310173 iii (3) EQ. PANELS (3) EO PANES 9 iLMSUBWDATE: W12 41 O r•' Orr �' O°i ' ... IRALTN EIIErITTAL: O M+2 LL rn - [77 1 BID ISSUE DATE: w 0O� A4. -1 a ... WNi1RUCTIDIISET: wLu mNMI N RMZ■U 1' Y 1 sw. <yq: rv.:..,rt..e .>. ....+w -., .....,,:a '✓-I..1Z11L .w na ,. .I ,,. '... ,arr. S.�Nsa�r. .a:++'.•� ro n.e ae_ .. ._ - rvoe e< 1.. W i ✓> ✓:, .r< -k. «e -rvMY.{ e---rEBme..Y"rY mYVWwRhWif.4's r,„wn sFam>-,,,v.#kPM.r � qw N A2.1=01 BEHIND MURAL .. e.ef-,.f.a MO.ui9K o--.44. „ M1nI✓.':.:> r +>ry ., wt.. -., 4. F.. .- •ten. ., .. .. , .: AI.F.F. FRAP — — ArAF F. PrT — — 1 E 4 i 7 do i'Ir )Yt i T<t S A'$t i i qy �'� `?44:St'=t a �ks `•�,( � £IIf: i2�� ', i°it{tl; i��',} �.z E' -, ?; g;s„ �P. v \..+d)r. b-YY �...>Y- ry .WnT/>4.nhtt .r.WVJN'NYf 9nJ: vt8L4 (BW�'MR $HaM , fvW 5f4 .a D.1 D 1". —4 --- TYP. 3 S7N-1 FT'-2S S7N- TYP. 4 tE4 EVAoTM A2.1.02' LEFT SCAL RMPhM'm$®fK.vk-aa.-CT,!<,e^, ^a.. ^-...Y w,..'rv.v.•... ....e .N: t.. M'aROr,..,. a,.•.. ..xh'.. .. ., .. .. ta. :ry .a. 6>d.- ,.:nr: i:. .:. k.. .. .v .. KEY NOTES: 3 LIGHT FIXTURE - SEE ELECTRICAL FOR ADDTIONAL INFO, REFER TO ARCHITECTURAL FLOOR PLAN AND ROOF PLAN FOR AMOUNT OF LIGHTS. OSTUCCO CORNICE OVER P(RE-FORMED FOAM CORNICE. PT-25 14 LINE OF ROOF BEYOND - SEE ROOF PLAN OEXTERIOR CEMENT STUCCO -7/8" THICK MIN, THREE COATS MIN O/ TWO LAYERS 15 ADDRESS SIGN WITH 1'-0" HIGH LETTERING BY SIGN CONTRACTOR OF GRADE "D", 60 MIN. PAPEER (PAPER BACKED WIRE FABRIC IS EQUIVALENT TO ONE LAYER OF GRADE "D" PAPER) SHALL BE PROVIDED WITH A WEEP SCREED AT ,6 REFER TO DOOR SCHEDULE FOR ALL EXTERIOR DOORS THE FOUNDATION PLATE UI NE (CBC SEC. 2506) O8' BAND OF CUSTOM STONlE VENEER, APPLICATION PER Oq 17 LIGHT BEHIND AWNING. TO BE SET 10'-1" A.F F ABOVE THE DOOR 4 CUSTOM STONE VENEER O 18 RECESSED LED STRIP LIGHTS, REFER TO ELECTRICAL DRAWINGS TYPICAL APPLICATION OF ADHERED STONE VENEER (PER BUILDING CODE) ADHERED VENEER SHALL BiE ADHERED BY MEANS OF PORTLAND CEMENT 19, 19 A BLACK POWDER COAT BOX MENU BOARD (24 1/2"a 30 1/2" R 0 ) COAT BOX MD BACKING SHALL BE PORTLAND CEMENT PLASTER ON METAL LATH. METAL LATH C3 LIGHTING SOLUTION, INC. C ONTA� -LED LIGHTINGSOLUTIMMCINNN , INC. C ON MODEL # TERRA .7 -HD- L #TER T. SHALL BE FASTENED TO TH1E SUPPORTS. MORTAR SHALL BE APPLIED TO THE 5 5T-F MIKE 714 (CELL) 714 0695 G,' C M BACKING AS A SETTING BECD. THE SETTING BED SHALL BE A MINIMUM OF 3/4 INCH ® MURAL - BY OWNER. COORDINATE LANDSCAPING MATERIALS NOT TO INTERFERE (10MM) THICK AND A MAXIM4UM OF 3/4 INCH (19MM) THICK. A PASTE OF NEAT WITH VIEW OF MURAL. SEPARATE PERMIT REQUIRED PORTLAND CEMENT OR OW -HALF PORTLAND CEMENT AND ONE-HALF GRADED 21 EXTERIOR SECURITY CAMERAS CENTER OF CAMERA EL. 112'-4" U NO REFER TO SAND SHALL BE APPLIED TO THE BACK OF THE EXTERIOR VENEER UNITS AND TO PLAN � FOR MOUNTING AND LOCATION THE SETTING BED AND THE VENEER PRESSED AND TAPPED INTO PLACE TO 00 RAIN PENETRATE BELOW PATIO SLAB REFER TO PLUMBING AND CIVIL EQ. C .> .. ^'!-. r., e t :6+a: %'X4RFgPw Bbe..>M...,aKin'n�.W .'R:. ..<.a ...Wa v4, ..• r. - GENERAL NOTES: z 1 ALL EXTERIOR WALLS SHALL RECEIVE A MINIMUM OF (2) LAYERS OF GRADE "D" PAPER OVER 5/8" CDX APA RATED PLYWOOD. - REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC NAILING REQUIREMENTS. e 2 ALL EXTERIOR BUILDING SIGNAGE UNDER A SEPARATE PERMIT. ' SIGNAGE SHOWN FOR REFERENCE ONLY "x 3 EXTERIOR UTILITIES NEAR THE BUILDING SHALL BE PAINTED TO MATCH ADJACENT SURFACES - E s rt MATERIALS CALCS PROVIDE COMPLETE COVEtRAGE BETWEEN THE MORTAR BED AND VENEER UNIT. ® R F D A CEMENT MORTAR SHALL iBE USED TO POINT THE VENEER. SEE A4.1-02. DOWNSPOUT NOZZLE COVER, SEE PLUMBING DRAWINGS. 6" RE SYMBOL OF ACCESSIBILITY DECAL ON EXTERIOR FACE OF © OPROVIDE DOOR SEE DETAILAM FRY REGLET 1/4" WIDE PCS-75-25 2-PC STUCCO EXPANSION JOINT PAINT TO O OMIT WAINSCOT, WATER TABLE AND REVEALS BEHIND TRASH ENCLOSURE WALL MATCH ADJACENT SURFACES OOLD CASTLE GLASS SPANDREL, PART NUMBER #1-818 BLACK (OR EQUAL) 0PLASTER REVEAL -SEE DETTAIL _A4 -1T O UNITED STATES ALUMINUM ((OR EQUIVALENT MANUFACTURER) DARK BRONZE FRAME. Q KNOX BOX 3200 SERIES (1 UNIT ONLY) CUSTOMER SERVICE 866-625�1563 8 ppG SOIARGRAy FLOAT GLAaSS SYSTEM FOR 1' INSULATED GLASS ASSEMBLY AND 27 GAS METTER PAINT TO MATCH ADJACENT SURFACES, REFER TO PLUMBING 391E VISIBLE LIGHT. THE SyWEM SHALL MEET MINIMUM 20 PSF. WIND LOADING DRAWINGS FOR ADDITIONAL INFO. CRITERIA. GLAZING ASSEMBILY SHALL CONSIST OF: (A) AN OLJISIDEy' PPG SOLARGRAY GLASS (B)J¢' AoWACE AND (C) AN INSIDE& SOLARBAN 60 (3) GLASS 4E AND A SOLAR HEAT GAIN COEFFICIENT (SHGC) OF 28 O METAL DOOR AND FRAME -REFER TO DOOR SCHEDULE A5.0 PT-7 WIT14A U-VALUE OF.29lOW1 ©9 GREASE REMOVAL SYSTEM - OAWNING BY GENERAL CONTTRACTOR - SEE =171 PAINT FRAME AND BRACKETS BLACK. AWNING FABRICATOR TO FIELD VERIFY INSIDE FINISH DIMENSION OF 30 CO2 FILL PORT PAINT TO MATCH ADJACENT SURFACE, REFER TO KITCHEN DWiGS PILASTER PRIOR TO FABRICATION, REFER TO FINISH SCHEDULE FOR FABRIC MANUFACTURER AND COLOR SELECTIONS. 0SAND FINISH STUCCO BEHIND AWNING. PT-7 ✓ 10 SIGNA43E UNDER PARAT€1= PERMIT PROVIDE SOLID BACKING FOR ALL WALL METER, REFER TO ELECTRICAL SITE PLAN FOP ADDITIONAL MOUNTED SIGNAGE 32 GENTRY CANOPY ROOF AND BRACE - SEE IT4,F-3SAND STRUCTURAL DRAWINGS INFORMATION. �y���p p/��ry EX 1 FM � SCHEDULZ DECORATIVE WALL SCONCfE LIGHT FIXTURE "M2D" HAS PERFORATED METAL 33 LINE OF SCREEN WALL/TRASH ENCLOSURE WALL BEYOND SM OFFNEET1 AO.2 SHIELD PROVIDE BY OWNElR AND INSTALLED BY CONTRACTOR. . NMs•M:... v�u. y. ,, .�,... o .w„ ., m Y {✓.Se. �:., M>.. T, Y'-tV .i Jax.,,>YB arot..., a-. .. b=fWb9r•'..rv•.t t'.. .. , 'S.., a,.. e. .. '..... a,. .. ., a ,.,> .. >.-. >i ..,a A'", <- F&-9 Siv✓e'<a.e6^Fed`t'nWi&.,y1]y..Ytl'h3^9u:. ':pro-•...p.y ..-..-%6>... .. .-..-. .. C q- `af n11, n >- ..-k SiR, a- . - _ , ^, . ..",' I., '. , 1,, I, I- - I- - PAfffNM %d b :op�tlons:buN T 168,8 ARMSTRIGNG AVE SUITE 10O IRVINE, CA 926W 949.753.7676 T WDPARTNERS COM t E t 4D PROMTYPE OPEN CIRILING Iij.. �.. 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ALL PARKING LOT LIGHT POLES SHALL PER DETAILS ON SHEET C2 (28.0' POLE, 2 0' BASE) C, ALL NECESSARY MOUNTING BRACKETS, CONCRETE BASES, ANCHOR BOLTS, AND OTHER MISCELLANEOUS ITEMS REQUIRED FOR COMPLETE INSTALLATION OF SITE LIGHTING SHOULD BE PROVIDED BY GENERAL CONTRACTOR OR SITE LIGHTING SUBCONTRACTOR. D. FIXTURES ON POLES ARE TO BE PROVIDED WITH BALLASTS, SOCKETS, LAMPS, ACCESS PLATES, ALL REQUIRED MOUNTING HARDWARE, BASES, AND ALL ACCESSORIES REQUIRED FOR COMPLETE POLE MOUNTED SITE LIGHT FIXTURE INSTALLATION, E. ALL WIRING SHALL BE COPPER WIRE IN 2" PVC CONDUIT UNLESS OTHERWISE NOTED F INSTALL LIGHT POLE ON CONCRETE BASES AND MOUNT IN ABSOLUTE VERTICAL ALIGNMENT FOR BASE, SEE DETAIL LIGHT POLE ON ELECTRICAL SITE PLAN ESP1.0 G ALL EXTERIOR LIGHTING FIXTURES, EITHER MOUNTED ON THE BUILDING OR FREESTANDING, SHALL BE INSTALLED WITH CUT-OFF SHIELDING THAT REFLECTS LIGHT AWAY FROM ADJACENT PROPERTY LINES THE LIGHT SOURCE SHOULD NOT BE VISIBLE AT PROPERTY LINES H FINAL ADJUSTMENTS OF ANGLE AND DIRECTION OF ILLUMINATION SHALL BE MADE AFTER DARK, TO AVOID INTERFERENCE WITH TRAFFIC OR ADJACENT PROPERTY, PER SATISFACTION OF OWNER'S REPRESENTATIVE I, REFER TO ARCHITECTURAL PLANS AND FOR DETAILS ON EXTERIOR BUILDING LIGHTING ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES TARGET PLANE AT Z - 0 FEET IT, , PHOTOMETRIC CALCULATIONS: PL1 H MANUFACTURER, LITHONIA LIGHTING PART NO.. CSX2 LED 4 30B700/40K MVOLT SR3 INITIAL LUMENS' 21,518 LIGHT LOSS FACTOR' 095 FIXTURE WATTS' ONE 293-WATT 208 VOLTS FIXTURE TYPE' LED TOTAL LUMINARIES' 7 DESCRIPTION, CSX2 WITH 4 LIGHT ENGINES, 700mA DRIVERS, 4000K LED, TYPE III OPTICS, SCALED FROM LTL20943 STATISTICS SUMMARY (ONSITE) AVERAGE' 1 2 PC MAXIMUM', 33 PC MINIMUM 01 FC AVG/MIN', 33 0'1 MAX/MIN1201 To request marking of underground facilities DigSafely. 1-800-922-1987 WWW UnCC'Org Call be to re you dig Wa equired time (3 business days) sped and protect the marks Dig with caream CSX2 LEDx,,w r LED Area Luminalre ,.• a ev aewmare. a Lumen AmbientnTe Temperature LA Multipliers nea, Lumen Output mpe ( n L,1104 lz. erNrtrelumm c°Lv,1 (°r ry r� Wm rabes reM1 pFol .reSseMo'm r ..eF E5NA 1faI >d Den "mqa "Jrr, ee"Izur ,e a urm rei,ge rm mgie u1 Ne,r era masnx mtMrre".-, cn III=yLvplmy.eInl"-L.icr"mcen P-I a:e emX of erJ (mm04PC 111C4°F; ,anda�M°r„„, "rnu-11aem.yk,°edurm..eeda:a �a,y,nnA9mm�•„^a�n...Ferr fllE. rlsicrRlilTSr'lII' I . r,. ;1`er'q'::, - :.•• ., °PR' o°L u err �im o stir ,IT sii' v • ,,yy�,��y9 fN JDT Mi IN Introduction - 1 'd`'''^'`!.`R'f � " 2sE >rw Tee 1 INj 3six 1 a 1' ftM1 )n L L6 r I9n >.... l )_SR3�'3295: ] 0L 2 1r ]9 4ol 'ca.L n99 The Contour Sends luminaires offer traditional +_.( L_ a _ - -} i S30 fllfl)36-N 1 16BW i- Sint 35a 2 n p 2 00 square dayforms with softened etlges fora -+--�-+- - SAs 1'4IR5 3 1 0 1 2 Btl versatile look that complements many appllcatlo �s 3 IT .1 ni» -i Projected LED Lumen Maintenance m �...___.y___ f_ _ care MAmrra. ei III Feed perf"rmar-a f'aM^`^r, b.,Fr core Lan. 4" MI SriBCIFICat10rIS f. !10IIRi i SRZ to 2 011 19 plaXnrm iregewnWM The CSX2 COnl(]InE's the latest In LED teChnOlOg) I ( Y-'t-�r- MagZ, nrNwrM ror:ffNA iM 31-lU EPA: 1 2 it r �SA3 6.1i9 2 a 2 n r H Wit h the fd ml IN r a estheti;. of the Contou r" Series f pp 070a_a � 211NV 5M 16,451 3 01 3 /A ' ��,_ In-,mwaw.:,rx rEeWm.^"a.rxrar,r lanermar,a„a„^,3o<Irroesr,e"n rrm. as a/A' for stylish, high-performance illumination that la;_s ses Ie0214---{{--0 z yAa °rw^•'TM'y Fnm+n=In'. =n'nlnn hr^,.-^•„^'^•+r ^.•I"„'n^rar1+=aw, Length: L 1 ( rl 14AK 2 0 _2 i dl t is Idea for replacingtradmona metal halide - "`---`-'�'-'--- W am 2+oy�2 AT it?IT,,� oE. o s.ma soaa +m,een Width: In area I. htin applications with Ica, energy ^ IRS 1"7?7�- 19.14+ j ' µ"' H-1 /2" 9 9 PP IYP 9Y � E.. i.. -2 m ,.,. nv IP n9s o9. 0e1 5-,/8" savings of 65%and expected se -vice life of over sw 3res3o. 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'F3` 1 I� 3 , onIn mul- LISTINGS al'elx'MA2011MI)d Rxim"eWRInIOawAs ... .. ynyMr ..Ida ,•:J ,dlaa•rw"nrntin ea ,I 1I ,.1 m, - ,,,"n ,<,rr ,r,r•.m ,m,1e -;a-e 1.d,� ,I'.'•„ a-.r I'm a <,-raver, a p e, 2n82A",-5', �olpe+ayecr"e 1 ,r.n US Patent NO DG9a630" aamarnpeldyna+n, Terron Mounting SUpfittere a r,,,,rTo I'l dentin nlr III III— Well NameevNINVIddevelletlxKn cacAuyera'n9naNhc ,imam,, TIE PER UCRUMGn OR'CSrv-,cdec ace a=naex p.r,.yeou c.rl L,"rv^-e u,rng a"imvrvea.r�- WAflRPN era:wl -e^' wI0 a I ,e. �.� Iw,rr"-. I�,n,v, ra,n,. L1X2NN Jartla 9mrd e.mWry r r1' ♦IL: ,li r tat �II'e'i1 `1 11 N.nFrr. ,di- irFatl'v Ic, .e]:> runt aoorJv optic ahgnm .Y., .'q ed:r n r.l aFl f 1 K� PI (SS2NU IN anmeM'ME N,." .,P tl :I- c n ..Fa,P¢def rinPR,pr>n Orderer arEdm d n % e. A.F n�9 4P F Ig d3 e I, • oern. .ni a,ela"our arrrNieFurr rer PianoJ1 p,,I-I EEL v J_..._ e. lailt frALi:d'e'S7h2PAE "," a ,r,. „' ,nln F,. L1TN17NlA .'e away ...... , rare - Y9r.1 In. , r,-� . r„ 1 tra , m, .a �-� r , 9 'I :: " w^^ - Amf eI 1.. ... . .CF�sNi7NG° � LITHON/A L/GHT/N6 'Ite _ SSS Square Straight Steel Poles ee, FEATURES & SPECIFICATIONS INTEXDEDUg-tgpare slra,ght neN wM("rup to 39-r9o1 mnonorq Ile,gbl gM1n GONS7AUETION-NManblcmnne,hut-mI1M.LnIr,n+ruei qudrtym,ben APel lubinq enha rxmnml^ ylddol D,Ol "NUTITHre'360001111-'l Ulxlwln wall lbnlrres•of II96 a 1711 the, I, ore pore vent a tuN Ier,gM IorglmdmAi hgA-(rrgnen,y,,deer reaxnn+weld Un EIVIII'rquale IP serunn w,Mfel oars, anal, mmara0nand enellenna9oul gpalnn+ Avaleble ahan r.mlh+alr Anchor Base Poles 4�a, 5a06,R]RE, Mdla base n 1.4nulid (roe MtmIIN Carbon sled plate 101,(fT.11lq W ASTM A36, INI mans INVEes a I°mrmrr NJ IIIIINn J16,0Ceps,, Bore plate and shaft aenlmmfxe ilv'111bM wA bottom C Re>, ovN is le"i to north naix Vl SS Abandholehevmq,orn.lmramonsd3' v5' laallnhafn INFNRn,lep,.FrN AvRHnenlanens 19D eaV laovMeA vnAalidnll-IRMml eon open mp' P7 ppli n,',All am i Innrlgm 0atvao INl nN-plated m'Welell LRI SQUARE STRAIGH i STEEL °nn+h Monspeafl6m+n Grooming omvoon "IMIN •mrved:atMy FMde hendhole nm Groandny h ex or, n not nu Well Ipmv,den be.the,: AMha bolts Top patern"ranRa, been r. 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FOR POLE BASE INSTALLATION. SEE LIGHT POLE AND BASE DETAIL ON THE ELECTRICAL SITE PLAN, 09-0. IN THE ARCHITECTURAL PLAN SET. B ALL PARKING LOT LIGHT POLES SHALL BE 5" O.D. 11 GA, STEEL SHAFT WITH ABHOR PLATE. REINFORCED HAND HOLE & COVER, GROUNDING LUG AND DECORATIVE 2-PC. CAST ALUMINUM BASE COVER (28.0' POLE, 2.0' BASE) (SEE DETAILS HERE ON). C ALL NECESSARY MOUNTING BRACKETS, CONCRETE BASES, ANCHOR BOLTS, AND OTHER MISCELLANEOUS ITEMS REQUIRED FOR COMPLETE INSTALLATION OF SITE LIGHTING SHOULD BE PROVIDED BY GENERAL CONTRACTOR OR SITE LIGHTING SUBCONTRACTOR. D. FIXTURES ON POLES ARE TO BE PROVIDED WITH BALLASTS, SOCKETS, LAMPS, ACCESS PLATES, ALL REQUIRED MOUNTING HARDWARE, BASES. AND ALL ACCESSORIES REQUIRED FOR COMPLETE POLE MOUNTED SITE LIGHT FIXTURE INSTALLATION. E ALL WIRING SHALL BE COPPER WIRE IN 2" PVC CONDUIT UNLESS OTHERWISE NOTED. F. INSTALL LIGHT POLE ON CONCRETE BASES AND MOUNT IN ABSOLUTE VERTICAL ALIGNMENT. FOR BASE, SEE DETAIL LIGHT POLE AND BASE DETAIL ON SITE DETAILS SHEET, G ALL EXTERIOR LIGHTING FIXTURES, EITHER MOUNTED ON THE BUILDING OR FREESTANDING, SHALL BE INSTALLED WITH CUT-OFF SHIELDING THAT REFLECTS LIGHT AWAY FROM ADJACENT PROPERTY LINES. THE LIGHT SOURCE SHOULD NOT BE VISIBLE AT PROPERTY LINES. H. FINAL ADJUSTMENTS OF ANGLE AND DIRECTION OF ILLUMINATION SHALL BE MADE AFTER DARK, TO AVOID INTERFERENCE WITH TRAFFIC OR ADJACENT PROPERTY, PER SATISFACTION OF OWNER'S REPRESENTATIVE. I. REFER TO ARCHITECTURAL PLANS AND FOR DETAILS ON EXTERIOR BUILDING LIGHTING ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES. TARGET PLANE AT Z = 0 FEET. MANUFACTURER: LITHONIA LIGHTING (CATALOG NUMBER AS2-M-S) PART NO.: KVF2 400M SYMFL 208 SCWA SP09 LPI INITIAL LUMENS: 42000 LIGHT LOSS FACTOR: 1.00 FIXTURE WATTS: ONE 250-WATT FIXTURE TYPE: METAL HALIDE TOTAL LUMINARIES: 1 *02 MANUF CA TUIW: LITHONIA LIGHTING (CATALOG NUMBER: AS21501L 120V) PART NO.: KVF2 400M SYMFL 208 SCWA SP09 LPI INITIAL LUMENS: 42000 LIGHT LOSS FACTOR: 1.00 FIXTURE WATTS: TWO 2500ATT FIXTURE TYPE: METAL HALIDE TOTAL LUMINARIES: 2 St IMMARY QNSITEI AVERAGE: 0.6 FC MAXIMUM 3.8 FC MINIMUM: 0.1 FC AVG/MIN: 5301 MAX/MIN: 25.01 L/THO/V/A L/GHT//VG Re'I N.wy FEATURES 8 S►ECIFKATN)NS NWENIEN NSE-5treess,wMmayS, paMgbtsand SNIFDIIndMlg awes. Type CONSiNYCT1111-Rugged,ale-usL sUsgk-pe«aluminum hourorgwnh nondnN waBthkklwss ol7/e" Ue-astdoaframennmrpar-reWstam,tempoed.glnsMn 13716'thiAl.OoahameNfuAygeshwdwrtn one-ptte ruboors-kryt VS. MMOw. DW,590. CMnYPMM N. 94324. FInist: Standard Ill is dark two, polyester well finish AOd a I Mmwalc*mwa #W* A T F L R' '• WM- Anedued segmented repeaters for superner uniformity and ollmus. Reflectors attach withta4Ardilleclipwal III N .a/ Iesslntenm4ndareroMaloleand lnurchargaloN FhwluAMoR01str1hoAwmaarlade 1ypeAlraadw4yl. MM ,lNIN11111 Type V(46ohnnewu),Type IV(fawaW throw), Type IV(wide, fawa d throw) andType V(symmebk sMwel. RUTNICIFt - - istal Constant wattage wtar4nsMnrwr. Metal Halide SUM (VIA louse short ballari 89%eRlnlelN and EISA kgnla0al cumPbe rt, K Initiated Air 175-40OW ISMA 00") for US shlpn new 6*. ��� CSA, NOM or NNL mounted for pnbesurt9Apmm0 onpde of the US PWu-start baRan (SCW91Nred A) re fa 20DW, 320110, or 350W. Ballast n 100%factoy tested. AIR Wants are moaned on a remorahk power :say with muss -lea; ranch and bare positive hikingdlxarrwetplug. Series: PuraMn, horwroally-mounted, mogul -lone spdet won copper alroy, wilti-puled saew spell METAL HALHX: 175W40I andantoc W. 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