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................ DEVELOFER/uWNER 3 LENNAR HOMES 980 Montecito Dr. , Suite #302 Corona, CA 92879 Am CONTACT: MR. RYAN COMBE GENERAL NOTES SHEET INDEX ITY MAP 010110 110! 1 Ift 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. ---------- 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. BASELINE RD C, 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE Uij AS REQUIRED BY LAW. > W J6&1 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION, W < law W W z Uj < 6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND AL L RECOMMENDATIONS FROM THIS U REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. < 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN Uj APPROVED BY THE CITY ENGINEER. CHURCH 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 21 WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(60 DAYS,SEE SPECIFICATIONS)SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER NCE 'A 15 VERIFICATION OF LEAF-OUT,FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENA SHALL INCLUDE MOWING,WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. A VICTORIA GARDEN 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.RECOMMENDATION. Aor I I LANE 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 760-438-0525. M ML AOftk FOOTHILL BLVD 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-6'WIDE X 6"DEEP CONCRETE HEADERS ND ANY PRIVATE-MAINTENA E-9 WIDE X 6"DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED TURF Ai NC BETWEEN CITY-MAINTAINED G.C.AND ANY PR IVATE-MAI NTE NANCE-6"WIDE X 6"DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENTTO CITY-MAINTENANCE-T WIDE X 6"DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: PROJECT 0"61TO" PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,APPLY SOIL AMENDMENTS PER TEST RECOMMENDATIONS IN THE SPECIFICATIONS. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ARROW RTE 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. VERIZON 800-483-3000 B. SOUTHERN CALIFORNIA GAS COMPANY 800-427-2200 C. CUCAMONGA VALLEY WATER DISTRICT 909-987-2591 10440 ASHFORD ST. RANCHO CUCAMONGA,CA 91730 D. METROPOLITAN WATER DISTRICT 909-593-7474 E. ADELPHIA CABLEVISION 909-983-9895 DUPONT ST.(PORTION OF REDHILL) ONTARIO,CA 91762 F. CHARTER COMMUNICATIONS 800-566-2757 6680 VIEW PARK CT. N.T.S. RIVERSIDE,CA 92503 G. SOUTHERN CALIFORNIA EDISON COMPANY 800-655-4555 7951 REDWOOD AVE FONTANA,CA 92336 H MU RL a 'AL C 0'1&N'&S U L T AN"T S M ' "U" WATER GENE' N TES " IBILITY M'RAFF" CVWw"k RECLAI'k AE A N ENA CE a A ft a r%0 rm*& &'Oft a it CIVIL ENGINEER: 1.ANLjo%.,fAvE ARUHITECT: RECYCLED WATER GENERAL N07ES 1 ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE AND MARKED RECYCLED WATER. L A N D S C A P E DAN GUERRA & ASSOCIATES BOTTOM. 2. ALL VALVE BOXES MUST BE PURPLE AND MARKED RECYCLED WATER,THE COMPLETE BOX TOP AND --FOOTHILL BLV 0 ARCHITECTURE 3. ALL SHUT OFF VALVES,CONTROL VALVES, REGULATOR VALVES,STRAINERS AND ALL RELATED RECYCLED WATER MATERIALS'MUST BE MARKED OR 10271-13 Trademark Street .0. TAGGED RECYCLED WATER DO NOT DRINK ON ONE SIDE AND IN SPANISH ON THE OTHER SIDE. Rancho Cucamonga, CA 91730 4. CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED. SITE PLANNING GATION INSTALLATION. Tel (909) 987-4306 5. IRRIGATION CONTRACTOR MUST SUPPLY AS-BUILTS ON COMPLETION OF IRRI 10221-A Trademark Street 6. CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS. 7. QUICK COUPLERS TO BE ACME THREAD TYPE AND MARKED RECYCLED WATER. ancho Cucamonga, CA 91730 DAN GUERRA 8. QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. CONTACT -7-T 9. ABSOLUTELY NO HOSE BIBS OF ANY KIND HOOKED UP TO RECYCLED WATER. -2800 Tel (909) 484 OW AND A ACME 10. ON LANDSCAPE LINE INSTALL TEMPORARY RP BACKFLOW DEVICE PER CVWD STD.DRAWING#11 1WITH A STRAINER UPSTREAM OF BACKFL Fax (909) 484-2802 THREAD QUICK COUPLER FOR RECYCLED WATER 2FT. DOWN STREAM OF LAST ELBOW, IN A PURPLE VALVE BOX MARKED RECYCLED WATER. 11. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES SHALL BE 1OFT.AND THE VERTICAL DISTANCE SHALL BE 1 FT. rumwiede Richard K 12. IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC WATER LINE, RECYCLED LINE MUST-BE SLEEVED AND EXTEND 5FT.ON BOTH SIDES OF PIPE. RAL NOTE ON THE TITLE PAGE,AND CA Lic. #2834 AZ Lic. #29115 -HARD COPY AND 1-PDF COPY OF IRRIGATION PLANS TO CVWD WITH STD.DRAWING#402 AND THIS GENE 13. SUBMIT 1 NV Lic. #446 IRRIGATION TO POTABLE SERVICES. SHOWING A MINIMUM OF 1 OFT.SEPARATION FROM 14. TYPE K COPPER OR BRASS PIPE FROM METER TO 3FT.PAST PROPERTY LINE WITH REGULATOR AND ACME THREAD QUICK COUPLER INSTALLED. CONTACT: ALLEN PAN 15. ABSOLUTELY NO LOOPED IRRIGATION SYSTEMS,ONE SERVICE ONE SYSTEM 16. PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. 17. PRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF IRRIGATION. 14 ALL IRRIGATION EQUIPMENT AND INSTALLATION PRACTICES SHALL ADHERE TO CVWD AND THE CITY'S CURRENT RECLAIMED WATER NOTES, STANDARDDPAWINGS AND SPECIFICATIONS. T. CITY DATE DESCRIPTION OF REVI' SION dzr, APPROVED Adlbk ............... OEM LANDSC/ANNPE QUANTITIES 9 U L.M.D. AREA ...... AoftL �lk A'ERS 0 N01mE RAIL 0 COR wand East of Eti a Avenue ........... .......... between Arrow Route'to Foothill Boulevard k LMD LA-n-dwm§um Omni 000 ROW 2014 TOTAL SQUARE FOOTAGE 45,493 SF U TOTALACRES 1.04 Acres 'Timm'" E O*H,EET .............. C= C= LANDSCAPE AREA 23,392 SF IRRIGATION AREA 23�392 SF APPROVED BY: DATE: D SCApk& SHRUB AREA 23,392 SF CITY ENGINEER Umw. �P--P RCE No. 53672 ppw HYDROSEED AREA 22,101 SF ....................... DESIGN RECO E 'ED DECOMPOSED GRANITE 2919M SF 41�A 4p A RCHITERRA DESIGN GROUP 44, CONCRETE HEADER 51454 LF -P AH LANDSCAPE ARCHITECTURE Now SITE PLANNING DRAWN 14 RANCHO, UCAMCMGA,CA 91730 Up FAC (909)4 L ---------- ------------ 09)484-2802 ----------- OF RROW ROUT r 7, N.T.S. CKE RLA mo. 2834 AWING NO. C 14 -5 JRC�_ DATE 12/09, JOB NO.1-Q1, 2 L ............ ONE* LANDS (74APE ARCHITECTURAL PLAN %.) LANDOCAPE MAINTENANCE DISTRICT NO 1 TR 1 870 W RANCHO C1 ICAMONGA CA EAST OF ET1W ANDA AVE ,NUE ------------------------------- F1 Uj < w co uJ w 0- Z < Cr) 11 00 Vfd RAIL' SIRD MODEL # VS-STD-8 VVITH LID MODEL # VB-STD`P-L r FINISH GRADE VALVE .A IN ft AN 0 1w �m L 'N�E SIZ,� GAT�E VfNN V' .... . ........ . .... -- - — ----------- - ------------------ - - — - ------- - . . ....................... .. ... . .. SCALIt: N.T.S. 0 M: WATER METER, GVWD STANDARD S: STRAINER, STD. DM. NO. 517-C PR: PRESSUSE REGULATOR, STD. DWG. N0. 519 GV: GATE VALVE, STD. UvVG. NO. 518 BF BACKFLOW, STD. M. NOS. 517-A & 517-B QC: QUICK COUPLER, STD. DWG. NO. 536 FM: FLOW METER, STD. DWG. NO 516 MV: MASTER VALVE, STD. DWG. NO. 516 NOTES: 1. QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKIFL( . WHITE )E WATERPROOF ALL WIRE CONNECTIONS PIG A A ANSION LOOP (MIN,24# LOW) L �RADE YENS i " - 6") IT-LOW I F rall I'M &T a] W714 i Tail LT77T&VF4 Fw7&-T9 A SCALE: N.T.S. FEMALE ADAPTOR PVC I. P. S. F X F COUPLING I %.Av. 1 1. F_ L_f_% GRAVEL SUMP BRICK SUPPORT (1-EA. CORNER) m FINISH GRADE AT GRADE IN TURF AREAS SCH 40 BRASS NIPPLE SCH 40 BRASS NIPPLE 24"LONG STRUCTURE OR HARDSCAPING 6" MIN. 18"MAX kX JL . N SCH 40 BRASS 900 ELL SCH 80 PVC 900 SCH 40 BRASS 900 STREET ELL STREET ELL ' PRESSURE SUPPLY #4 REBAR STAKE LINE FITTING (24" LONG) A, ml I it$ X 3/4## SC H 40 RED BUSHING T L "R PIPE FROM METER n RECYCLEDWA WARMING TAG (S E 3" SCH 80 PVC UNION RA04131RD MODEL # VS-STD-8 \MTH LID MODEL # V8-STDP-L r FINISH GRADE - PRESSURE REGULATOR PIPE TO BACKFLOW PREVENTOR L r7tLL igmymmmmo=w4�1 314" DISC FILTER 3/4" PRV SET @ 2OPSI PVC OR POLY LATERAL LINE a IL N IL AV 11L AV AL AL AL a �% X N Lu UJ Lu 04 CLEAN KFILL -SEE SPECS. FOR MATERIAL. % COMPACTION REQUIRED NON-PRESSURE LATERAL LINE: PURPLE SCH. 40 SNAKE PIPE IN TRENCH TRIEIN'UHINU Dt= IAIL ............ ... ............... A STANDARD PLAN 532 SHEET 1 OF 1 LEGEND 1. STRONGBOX METERED ENCLOSURE 6. FOM GRADE. WWI ----------- ---------- ........... Y ........... MPSo--XX—XXKA1C 1-800-729-1314. "Now 'ill IN 2. METER SOCKET WrtH TEST BLOCKS. & 311r STIANESS ANCHOR BOLTS. 3. LOAD CENTER. 9, SSE-4APS BASE IN CONCRETE. 4. LANDING LL XM .an Now CONITWLLER STATION COUNT AS POURED CONCRETE BASE — So MIN. T fCKNESS — OCTEND r mom BEYOND OUTSIDE DIMEINSKM 11. CALSEWSE SSE RISER PEDESTAL OF ENCL=RE 11111117H 1/2X ............. AS REQUIRED) SLOPE FOR DRAINAGE. 12. DOME ANTENNA SCH 40 BRASS NIPPLE SCH 40 BRASS NIPPLE 24"LONG STRUCTURE OR HARDSCAPING 6" MIN. 18"MAX kX JL . N SCH 40 BRASS 900 ELL SCH 80 PVC 900 SCH 40 BRASS 900 STREET ELL STREET ELL ' PRESSURE SUPPLY #4 REBAR STAKE LINE FITTING (24" LONG) A, ml I it$ X 3/4## SC H 40 RED BUSHING T L "R PIPE FROM METER n RECYCLEDWA WARMING TAG (S E 3" SCH 80 PVC UNION RA04131RD MODEL # VS-STD-8 \MTH LID MODEL # V8-STDP-L r FINISH GRADE - PRESSURE REGULATOR PIPE TO BACKFLOW PREVENTOR L r7tLL igmymmmmo=w4�1 314" DISC FILTER 3/4" PRV SET @ 2OPSI PVC OR POLY LATERAL LINE a IL N IL AV 11L AV AL AL AL a �% X N Lu UJ Lu 04 CLEAN KFILL -SEE SPECS. FOR MATERIAL. % COMPACTION REQUIRED NON-PRESSURE LATERAL LINE: PURPLE SCH. 40 SNAKE PIPE IN TRENCH TRIEIN'UHINU Dt= IAIL ............ ... ............... A STANDARD PLAN 532 SHEET 1 OF 1 LEGEND 1. STRONGBOX METERED ENCLOSURE 6. FOM GRADE. STAN.ESS STE& NEMA TYPE 3R ----------- ---------- ........... Y ........... MPSo--XX—XXKA1C 1-800-729-1314. 7. L44DEROMND SERVKZ 2. METER SOCKET WrtH TEST BLOCKS. & 311r STIANESS ANCHOR BOLTS. 3. LOAD CENTER. 9, SSE-4APS BASE IN CONCRETE. 4. LANDING LL XM 10. CALSENN SSE ENCLOSURE CONITWLLER STATION COUNT AS POURED CONCRETE BASE — So MIN. T fCKNESS — OCTEND r ------------ L-- ----- SCH 80 RISER (LENGTH BEYOND OUTSIDE DIMEINSKM 11. CALSEWSE SSE RISER PEDESTAL OF ENCL=RE 11111117H 1/2X ............. AS REQUIRED) SLOPE FOR DRAINAGE. 12. DOME ANTENNA FINISH GRADE - ---------- A-IR/VACUUM ----------- ---------- ........... Y ........... RELIEF VALVE ---- ------ -------- .......... • ............ y i 1 ----------- .......... ........... - --------- -P'DIAMETER PLASTIC VALVE ----------- : , ------------ BOX. MODEL # VB-7RNDP ......... 1/2" PVC COUPLING (TXT) ................. ......................... - ---------- -- ------------ ------------ L-- ----- SCH 80 RISER (LENGTH . ............. AS REQUIRED) 0 0 ........ • 0 BRICK SUPPORTS i ------- . ............ --------- 0 0 0 0 o ------------ - - -------- - (THREE) ---------- - ----------- - - ....... ... . ............. * ------------ . . ............ - --------- Y 4 ----------- ...... ...... ........... .... 3/4" GRAVEL SUMP * . . ............. . ......... -------- -- .... 1 Y Y 4 . .. ... ........... }�: . a . ........ (1 CUBIC FOOT) ....... . .......... . . . . ............ PVC PiPiNG AND FITTINGS Elm ma E A . . .... ..... ....... . . - - ----- SCALE: N.T.S. DIFFUSER BW CAP, TYP. SUPPLY PVC HEADER Jtlh i ir Typ. 1 90 TYP, SPACING FROM CENTER OF SHRUB, TYPICAL RW T"'YFICAL iNtiTALLA SHRUB DIFFUSER BUG CAP, TYP. REMOTE CONTROL VALVE WITH DISC FILTER AND PRV 3/4* AIR VACUUM RELIEF VENT AT HIGHEST LOCATION DD MODEL: TLAVRV SUPPLY PVC HEADER --\ �k - CoN'T7KLJL,LlERG'HARTti . ... .......... . --- . .... . ....... - SCALE: N.T.S. SCALE: N.T.S. WALL BLAW TECHLINE RW 114" POLYETHYLENE TUBING, TYP. FT, I� SCALE: N.T.S. 1 R R SCALE: N.T. S. FMF-m--Q mEil -------- -- SCALE: N.T.S. J It SCALE: N.T.S. WALL BLAW TECHLINE RW 114" POLYETHYLENE TUBING, TYP. FT, I� SCALE: N.T.S. 1 R R SCALE: N.T. S. FMF-m--Q mEil -------- -- SCALE: N.T.S. fAIM jjLWjjffLW 'M I ;U4 WNFAI Yzzz&�Z. "ZOW/40-4-VA-Ze — -------------------- --------- ------ ----------------- --------- - – - – ----------- ------ I -MOWN" ------ NNOWMIMM - - ---------- pi ri -W- Mr, all 7,77, , �,9 Mawr,, ......... ... . . . ............ ... ....... ........ .................. ...... .. - ---- -- ............... . .. ....... . .................. . ......... r zl=71 Ah .......................... . ........................ ....... 11 ---------------- A 110A .. . ..... .. - - ------- . .. . ....... .. ............... ..................... ---------- x.0 Y 0 Arxr Y Y Y .41 Y 0 x or r f _0 _e Ae _0 ---------------- ------------ ----------------- 0 INS mammam Z"IMP5111111161 k MIA Of MAN ---------- .. . .. . . ...................... ......... -- - ----- ...... .... .......... ...... .. . .............. %Obow MA IL ILI 1kfA MA MA L A '101 SIR go] 0 9WAI I . ................. .. .... 2NID CITY SUBMI L .......... 3RD CITY SUBMITTAL � � I : . I � I I I I I I L . _ I I � I � � � � � � i e � I - - I I --.- ... .... � I i � . � -,""I'll", I I I I I : I 11111-11111 --I'll, I I "I'll, I I I 11 I I � � I I � �, , I I I - I I I - - 1-1 I I'll, I . I I I I I I �, I � � � � e � I � � � � � � � � � � � � � � I I . . 11 I I � � I � MULCH NOTE: � � . � � � � � � � � � � ,. CONTRACTOR SHALL INSTALL A 4" LAYER OF SHREDDED MULCH IN ALL � I � � . I . � � � - - � � - � � SHRUB AREAS. MULCH SHALL BE'WALK ON CHIPS'AS MADE BY . � � I � : I � : � ! I � : � : - __------ � : � : I I EARTHWORKS, RIVERSIDE, CA, CONTACT LEFO PHORORO (951) 782-0260. � i I ,,, � : � ,, I , �, � : ���, � I : I : � � : � I � : � : 1: 1 I I , : : I SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE � : � : � � � : � : � : � : . � : i � ! � � : . AND/OR PLACEMENT FOR OWNERS REPRESENTATIVE'S APPROVAL. � � : � : I � � : � � ; 5 I � � : I � I I I I � : � - -- - I . 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I � HYDROSEEDMI X (THIS SHEET) �%% 0. 1 7 Acres -:,:-1�1-111,.'1'X%'%� - , , �,,:-:�:-,�-:��-:%�:�:-%" - , � ....... --- --- ...... - H ----- ,,:1X-,1X�X1:-:1:-,i S-1 SPECIES Pure Live Seed Lbs/Acre Gross Wt. * ... --, --1--�1*1*11 11 11 - SEED MIX = 7,605 SQ. FTJ 037 ACRE � I I Arterr9sia calffornica , -- . -,---,---1 0.20 0.074 Eriogonum fasciculatum 1.00 0.37 Eschscholzia caffornica 1 2.00 0.74 Festuca rubra 'Molate' 5.00 1.85 Nassella lepida 3.00 1.11 Nassella pulchra 8.00 2.96 1 Plantago insularis 10-00 3.70 Salvia apiana 3.00 1.11 Salvia mellifera 2.00 0.74 � I ''I'll, 11 - I I ---- ----- - TOTAL I ; 12.654 Lbs SEED AVAILABLE FROM: S&S SEEDS P.O. BOX 1275 CARPENTERIA, CA 93014-1275 . (805) 684-0436 sk a I& m M M INSTALLATION mATERIALS MATERIAL APPLICATION RATE Pmmatrix BFM 25000 - 3,500 lbs./acre Hydropost Premium Compost 1 ,000 tbs./acre Biosol Forte 7-2-1 Organic fertilizer 800 lbs./acre AM 120 Mycorrhizal inoculum 60 lbs./acre Tri-C Soluble Humate I Ib./acre Seed mix as prescribed L y D-- S & S Seeds I I I I I 0 0 1* 1% i * 4 1 1 1 ; I , ,� , � , i I � X� -M � vi I . I lot& , ,r"%L .91%, - rol�k A10 � � ' � 1� � I , � �� � H � I �� ;NIJ ull�T SO4,UDIM117; AL v ;;_ I I I --,",-, I I ;;;;�";;- - , ;�;;�---, 1-11111 - 11 vft I I I r 11, � I � I I � 31Ru CITY SIUBMI'i i L I --, , - - - 1�ww -,-Iww�,Mw w4s&--a*-Aw=w"wq41"w - vft� �� ,�, 11� i . "w, � i � - , I , `-"Mwvllwr;"A,�� - ---, � �� � �� � �� - w � UES! � N '! 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APPROVED BY: CONTAINER PLANTING CITY ENGMEER USE VIATH STANDARD SPECIFICATtONS FOR PUBLIC MRKS CONSTRUCTION R.C�E_ 24"3 T rint Date I Sep. 10, 2013 Cornerstone Trail/ Lennar In 50o Allen Pan, Architerra Design Group tion: * very low, low, moderate h�hy very, Sam;Ae 0 Number 13-253-14 Descrtftn New Landscaping- Shrubs and Groundcover graphic 11.25 61.84 AWL, 10.12 4.25 A 4.40 1.94 0.20 394.52 30.17 7.27 6.82 0.04 0.07 nd 0.01 2.64 0.04 0.03 0.03 1.78 0.26 nd nd nd 1.71 nd 0.32 8.21 0.42 57.8 9.0 6.7 5.9 8 14 0.8 8.7 0.13 0.2 1 fair sandy loam sfight low/fair 0.6% 17.2% LIMIT OF PLANTER AREA 014E HALF OF SPACI AMUREMENT I APPROVED BY: SHRUB AND GROUND COVER STMOARD PLAN a ft PACING In 50o CITY ENGINEER DATE USE WITH STANDARD SPECIVICATIONS FOR PUSLIC WORKS CONSTRUCTION R.Cl, 24%3 I SHEET I OF I AL ... .................... . .. . .......................... �AU N.T. S. �r&* IVA A* 4VA 10 qFA A* qr.4 A*, 9' 4v.* 1W 1W4W4!F IN W�Ce - W W�r MW v 4F - a - j -0 tit 0- ";*,: ."; . 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