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PLN18-0046 1388 Bancroft Ave. 45-Unit, 3-Story Multi-family Residential Development February 4, 2019 <br />EXHIBIT S - PLANTING PLAN - ROOF TOP <br />JOAQUIN AVE.ESTUDILLO AVE.BANCROFT AVE. <br />DN <br />S DN <br />BANCROFT AVE. JOAQUIN AVE. ESTUDILLO AVE. PROPERTY LINE, TYP. <br />S DN <br />ROOF TOP <br />DIE IRI <br />PLANTING NOTES <br />PLANT SYMBOLS REPRESENT A 3-5 YEAR GROWTH PROJECTION. <br />PLANTING SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS TYPE OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. THE PLANT COUNT IS FOR THE CONVENIENCE OF THE <br />CONTRACTOR. IN THE EVENT OF A DISCREPANCY, THE PLAN WILL GOVERN. <br />CONTRACTOR SHALL COORDINATE ALL PLANTING WITH UTILITY LOCATIONS NOT SHOWN ON THE PLANS. ANY CONFLICTS BETWEEN LOCATIONS OF PROPOSED SITE UTILITIES OR LIGHTING SHALL BE CALLED TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. <br />ALL EXISTING TREES SHALL REMAIN AND PROTECTED IN PLACE, UNLESS DESIGNATED TO BE REMOVED <br />OR TRANSPLANTED <br />REMOVE ALL EXISTING WEEDS, BROOM AND BRAMBLE BY THE ROOTS, AND DISPOSE OF AWAY FROM THE <br />SITE. <br />PLANTING AREAS SHALL BE FREE OF ALL DELETERIOUS MATERIALS AND WEEDS PRIOR TO PLANTING. PLANTING AREAS TO BE TILLED SO THAT THE SOIL IS LOOSE AND NOT COMPACTED TO A MINIMUM DEPTH OF 8" <br />A SOIL TEST SHALL BE PERFORMED ON THE EXISTING SOIL AND IMPORT SOIL TO DETERMINE THE FINAL AMENDMENT AND FERTILIZER FORMULA. THE SOILS REPORT SHALL CONTAIN THE FOLLOWING <br />INFORMATION: <br />SOIL PERMEABILITY RATE IN INCHES PER HOURSOIL TEXTURE TESTCATION EXCHANGE CAPACITY <br />SOIL FERTILITY (including tests for nitrogen, potassium, phosphorous, pH, organic matter and electrical conductivity) <br />RECOMMENDATIONS FOR AMENDMENTS TO THE PLANTING AREA SOIL <br />PLANTING AREAS; AMEND PER THE RECOMMENDATIONS OF THE SOILS REPORT. <br />TOPSOIL TO BE 'GENERAL LANDSCAPE' AS PRODUCED BY AMERICAN SOIL & STONE PRODUCTS (PH# 415-456-1381). COMPOST TO BE 'WALT WHITMAN' BY AMERICAN SOIL AND STONE PRODUCTS. GENERAL PURPOSE BACKFILL MIX FOR SHRUBS AND TREES TO BE 15% TOPSOIL, 75% NATIVE SOIL. 10% COMPOST. EXCESSIVELY ROCKY AND HEAVY CLAY SOILS ARE TO BE REMOVED FROM SITE. <br />SPREAD 2" OF COMPOST OVER PREPARED SOIL AREA AT A RATE OF 6 CU YDS PER 1000 SQ FT, PRIOR TO MULCHING. MULCH WITH A 3" ‘FOREST FLOOR’ MULCH FROM AMERICAN SOIL PRODUCTS. AROUND ALL <br />PLANTINGS , 8CY/1000. HOLD 6"AWAY FROM STEM OR TRUNK. <br />STAKE OR GUY TREES PER DETAILS. <br />THE CONTRACTOR SHALL GUARANTEE TREES FOR A PERIOD OF 1 YEAR. <br />THE CONTRACTOR SHALL GUARANTEE PLANTED STOCK FOR A 90-DAY MAINTENANCE PERIOD AFTER FINAL ACCEPTANCE BY THE OWNER. <br />IRRIGATION SPECIFICATION <br />THIS SPECIFICATION IS TO ESTABLISH PERFORMANCE STANDARDS FOR BIDDER-DESIGNED IRRIGATION SYSTEM. <br />THE IRRIGATION SYSTEM SHALL BE DESIGNED TO OPERATE AT 40-50 PSI AT POINT OF CONNECTION. TOTAL DEMAND FOR ANY ONE STATION SHALL NOT EXCEED 10 G.P.M. <br />IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES BY A LICENSED LANDSCAPE CONTRACTOR AND EXPERIENCED WORKMEN. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND FEES. <br />CONTRACTOR TO CONFIRM LOCATION OF EXISTING UTILITIES AND UNDER GROUND STRUCTURES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY, OR DURING THE PERFORMANCE OF HIS WORK AT NO ADDITIONAL COST TO THE OWNER. VERIFY POINT OF CONNECTION WITH THE LANDSCAPE ARCHITECT <br />PRIOR TO BEGINNING CONSTRUCTION. <br />CONTRACTOR TO GUARANTEE COMPLETE IRRIGATION COVERAGE. THE CONTRACTOR SHALL SIZE AND LOCATE LATERAL LINES AND SLEEVE AS REQUIRED. PARALLEL PIPES MAY BE INSTALLED IN A COMMON TRENCH. PIPES SHALL HAVE A THREE INCH HORIZONTAL SEPARATION AND ARE NOT TO BE INSTALLED DIRECTLY ABOVE ONE ANOTHER. <br />TRENCHES ARE TO BE OF SUFFICIENT DEPTH TO PROVIDE EIGHTEEN INCHES OF COVER OVER MAIN LINES AND CONTROL WIRE AND TWELVE INCHES OF COVER OVER LATERAL LINES. SLEEVED LINES SHALL HAVE A MINIMUM COVER OF TWELVE INCHES. BACKFILL TRENCHES WITH MATERIAL FREE OF ROCKS. <br />INSTALL BACKFLOW PREVENTER PER MANUFACTURER'S SPECIFICATIONS. BACKFLOW PREVENTER SHALL BE INSTALLED PLUMB AND IN ALIGNMENT WITH ADJACENT PAVEMENT EDGES OR STRUCTURES. <br />USE ONLY ONE TYPE SERIES HEAD ON ANY CIRCUIT. DO NOT MIX HEAD TYPES OR MANUFACTURERS. <br />FLUSH MAIN SUPPLY LINES PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES. FLUSH LATERAL LINES PRIOR TO THE INSTALLATION OF IRRIGATION HEADS OR EMITTERS. <br />IRRIGATION CONTROL WIRE SHALL BE #14 U.L. APPROVED FOR DIRECT BURIAL. COMMON WIRE TO BE WHITE IN COLOR. WIRES TO INDIVIDUAL CONTROL VALVES TO BE A COLOR OTHER THAN WHITE. SPLICES ARE TO BE MADE WITHIN A VALVE BOX USING A CRIMP TYPE COPPER WIRE CONNECTOR WITH A HEAT-SHRINK WATERPROOF JACKET. IN-LINE SPLICES SHALL BE SOLDERED. LEAVE 24" WIRE COILS AT EACH REMOTE CONTROL VALVE WIRE CONNECTION (TO ALLOW VALVE BONNET REMOVAL WITHOUT DISCONNECTING CONTROL <br />WIRES.) <br />INSTALL REMOTE CONTROL VALVE BOXES ONE HALF INCH ABOVE GRADE, NOT NECESSARILY PLUMB. ALIGN VALVE BOXES WITH ADJACENT PAVEMENT EDGES OR STRUCTURES. VALVE BOXES TO BE PLASTIC WITH A BOLT DOWN LID. <br />VERIFY CONTROLLER LOCATION WITH OWNER. CONTRACTOR TO SUPPLY POWER TO CONTROLLER UNLESS OTHERWISE NOTED. EXCAVATIONS TO BE BACKFILLED TO 90% COMPACTION MINIMUM. CONTRACTOR TO REPAIR SETTLED TRENCHES FOR ONE YEAR AFTER COMPLETION OF WORK. CONTRACTOR SHALL WARRANT THAT THE SYSTEM WILL BE <br />FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF WORK. <br />COMPONENT SCHEDULE: <br />__________________________________________________________ <br />BACK FLOW PREVENTER :REDUCED PRESSURE BACKFLOW PREVENTER, MODEL 975XL2 (LEAD FREE) OR APPROVED EQUAL BY WILKINS, W/ POLAR PARKA FOR FREEZE PROTECTION, VERIFY SIZECONTROL VALVES :EV-100 BY RAIN BIRD OR APPROVED EQUAL <br />SUPPLY LINES :SCH 40 P.V.C. PIPELATERAL LINES :SCH 40 P.V.C. PIPECONTROLLER:EZ-1 BY RAIN BIRD OR APPROVED EQUAL <br />CONTRACTOR TO MAKE MINOR ADJUSTMENTS IN HEAD LOCATIONS AND ADJUST HEAD TYPE FOR RADIUS (AND ARC IF APPLICABLE) TO PROVIDE OPTIMUM COVERAGE AND TO <br />MINIMIZE SPRAYING ONTO PAVEMENT, BUILDINGS OR STRUCTURES. <br />EMITTERS <br />MISTING HEADS TO BE 'MAXIJET' TYPE AVAILABLE THROUGH 'AUTOMATIC RAIN' PH# 415-454-4313 SPRAY TYPE SYSTEM TO BE USED IN GROUND COVER AREAS WHERE PLANT SPACING IS 24" O.C. OR LESS. <br />EMITTER LINES TO RECEIVE IN-LINE FILTER MODEL #39-0 BY 'AMIAD' IN VALVE BOXES. USE IN-LINE PRESSURE REGULATORS AS REQUIRED. <br />EMITTER LINES TO BE ALGAE RESISTANT TYPE WHEN ABOVE GRADE. SECURE TO FINISH GRADE WITH 9" GALVANIZED JUTE MESH STAPLES. <br />FITTINGS AT EMITTER LINES TO BE COMPRESSION TYPE BY 'AGRICULTURAL PRODUCTS INC.' <br />EMITTERS TO BE RAINBUG BY 'RAIN BIRD', MODEL PCC-1, PC-6-1 BY 'SALCO' OR MODEL DPC-4, 6, 8 BY 'R.I.F.', O.E.LOCATE EMITTER DISCHARGE WITHIN THE WATERING BASIN AT EACH PLANT. <br />1 GALLON AND FLAT-STOCK TO RECEIVE 1 G.P.H.5 GALLON 3 G.P.H. <br />15 GALLON 5 G.P.H.24" BOX 7 G.P.H. <br />1/4" TUBING TO RECEIVE E.O.V.C. BUG CAPS AND TUBING STAKES AT THE DISCHARGE ENDS BY 'SALCO'. TUBING LENGTHS TO BE NO GREATER THAN 6'-0". <br /> <br />0 <br />FEET <br />8 4 168 24 <br />SCALE: 1/8" =1'-0" <br />MIXED SEDUM <br />MIXED SEDUMMIXED SEDUMDIE IRI <br />DIE IRI <br />PLANTING LEGEND <br />Symbol Latin Name Common Name Size Mature SizeWater Use RatingNative PlantFire-Prone Listed Remarks <br />Trees (H X W)VL, L, M, H Yes(Y) or No(N)Yes(Y) or No(N) <br />LAG MUS Lagerstroemia 'Muskogee'Crape Myrtle 24" Box 20' x 15'L N N StandardMAG RUS Magnolia grandiflora 'Russet'Russet Southern Magnolia 24" Box 25' X 50'M N N <br />Shrubs <br />FRA EVE Frangula californica 'Eve Case'Coffeeberry 5 Gal.4' x 4'L Y N <br />Perennials <br />DIA VAR Dianella tasmanica 'Variegata'Variegated Flax Lily 1 Gal.1' x 3'6"MDIE IRI Dietes iridioides Fortnight Lily 1 Gal.3' X 3'L N N <br />JUN PAT Juncus patens California Gray Rush 1 Gal.2' x 2'L Y N 2' O.C. <br />PHO DUE Phormium 'Duet'Duet Flax 5 Gal.2' x 2'6"L N N <br />SEN SER Senecio serpens Blue Chalk Stick 1 Gal.12"x24"L N N 24" O.C. <br />FernsASP MEY Asparagus meyeri Foxtail Fern 1 Gal.2' x 2'M N N <br />Grasses <br />CAR DIV Carex divulsa Berkeley Sedge 1 Gal.1'-6" x 2'-0"L N NCHO ELE Chondropetalum elephantinum Large Cape Rush 15 Gal.5' x 6'L N <br />MUH RIG Muhlenbergia rigens Deer Grass 1 Gal.4' x 4'L Y N <br />Vines <br />Bulbs <br />Groundcovers <br />VEGETATED ROOF PLANTING LEGEND <br />MIXED SEDUM <br />SEDUM ACRESEDUM SPURIUM <br />SEDUM ALBUM MURALE <br />SEDUM 'JOHN CREECH'SEDUM OREGANUM <br />SEDUM KAMTCHATICUM <br />SEDUM REFLEXUM 'BLUE SPRUCE'SEDUM RUPESTRE 'VARIEGATED' <br />SEDUM 'CAPE BLANCO' <br />L2.2 <br />PLANTING PLAN <br />ROOF TOP <br />FP <br />2 4 H S T R E E TSANRAFAELCA949011792- <br />CA REG #2 3 0 0 HI REG #72 73 <br />DE R S E N A SSOCPA@PEIATES.COM <br />41 5 456 2070 415 456 208 6 <br />PEDERSEN ASSOCIATES <br />LANDSCAPE ARCHITECTS <br />SHEET NUMBER <br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING <br />HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED <br />WORK OF THE ARCHITECT AND MAY NOT BE <br />DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN <br />CONSENT OF THE ARCHITECT <br />COMPUTER FILE <br />PROJECT NUMBER <br />PROJECT NAME <br />DESCRIPTION <br />DATE <br />SCALE <br />NO. DATE ISSUES AND REVISIONS BY <br />1.06/14/2018 ENTITLEMENT SET <br />1 0 0 0 B R A N N A N S T R E E T <br />S A N F R A N C I S C O, C A 9 4 1 0 3 <br />w w w . a x i s g f a . c o m <br />T 4 1 5 . 3 7 1 . 1 4 0 0 <br />F 4 1 5 . 3 7 1 . 1 4 0 1 <br />S U I T E 4 0 4 <br />1388 BANCROFT <br />1388 BANCROFT AVENUE <br />SAN LEANDRO, CA 94577APN: 77-524-12-4 <br />PROJECT NAME <br />6/ 7/18 <br />AS NOTED <br />1653 <br />1300 BANCROFT19 <br />08/21/18 <br />2.08/21/2018 REVISION 1 <br />1653 DDBase_060718