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HomeMy WebLinkAboutPlansLEGEND: 1. EXISTING DRIVEWAY OF INTERLOCKING PAVERS TO REMAIN. (SEE PICTURE OF EXISTING PAVING BELOW) 2. NEW DRIVEWAY DROP OFF OF INTERLOCKING PAVERS IN RADIAL PATTERN WITH MEDALLION AT CENTER AND CONCRETE TRIM AS SHOWN. 3. NEW CIRCULAR DRIVEWAY TO MATCH EXISTING PAVERS WITH CONCRETE TRIM 4. NEW RAISED ENTRY OF INTERLOCKING PAVERS AND CONCRETE TRIM AS SHOWN. S. NEW ENTRY WALKWAY OF SCORED TAN COLORED CONCRETE AND STEPS DOWN TO DROP OFF AREA. REMAIN. (TYP. SYMBOL) 7. INDICATES EXISTING NON OAKS TO REMAIN. (TYP. SYMBOL) 8. NEW D.G. PATHWAY. 9. NEW LAWN AREA OF SODDED TURF. 10. EXISTING LANDSCAPING IN PARK STRIP R.O.W. TO REMAIN. 11. NEW LOCATION FOR EXISTING HEDGE,TRANSPLANT IN PLACE (CZE) 12. NEW MAX 24" HT. STUCCO PLANTER WALLS WITH CONCRETE CAPS TO MATCH HOUSE TRIM. (TYPICAL BOTH SIDES OF ENTRY COURT - SEE DETAILS SHEET'L1A) 13. NEW MAX 36" HT. STUCCO PILASTERS WITH PRECAST CONCRETE CAPS TO MATCH HGUSE TRIM. MAX 18" HIGH PEDESTAL LIGHTS ATOP PILASTERS TO BE SUBMITTED FOR HOA APPROVAL UNDER SEPERATE APPLICATION. (TYPICAL BOTH SIDES OF ENTRY COURT - SEE DETAILS SHEET 'L1A') 14. INDICATES STEP UP IN DIRECTION OF ARROW. (TYP. SYMBOL) EXISTING PAVING NOTE: ALL NEW MATERIALS SUCH AS STUCCO, PRECAST CONCRETE CAPS, CONCRETE TRIM, PAVING MATERIALS, ETC. SHALL mwirnm mnims: f'_AI AR TGYTIIRG Amn CONSTRUCTION NOTES: 1. ALL STUCCO, TRIM, AND FASCIA, BUILDING MATERIALS SHALL MATCH BUILDING ARCHITECTURE COLOR AND INSTALLATION AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL OF LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE. 2. ALL ELECTRICAL WATER, GAS, PLUMBING OR UTILITY RUNS SHALL BE INSTALLED PER LOCAL CODES AND GOVERNING AGENCIES AND SHALL NOT BE INSTALLED IN CONFLICT WITH PLANTING OR OTHER CONSTRUCTION AS DEPICTED ON PLANS. CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR NEGLIGIBLE FORESIGHT. 3. ALL SUB GRADE SHALL BE COMPACTED TO MINIMUM RELATIVE COMPACTION OF 90%. 4. ALL SUB -BASE SHALL BE COMPACTED SAND, CLASS 2 ROAD BASE, OR DECOMPOSED GRANITE 3" THICK, (UNLESS SPECIFIED GREATER IN DETAILS WHICH SHALL TAKE PRECEDENCE TO THESE NOTES) TAMPED FIRMLY INTO SOIL, AND SHALL BE UNIFORM SURFACE PRIOR TO POURING FOOTING, CONCRETE SUB -BASE OR CONCRETE PAVING. 5, ALL STEPS SHALL HAVE MINIMUM RISER HEIGHT OF 6" AND TREAD DEPTHS SHALL BE MINIMUM OF 12" DEPTH AND BE CONSISTENT THROUGHOUT. 6. ALL FLAT WORK SHALL RECEIVE A MINIMUM OF #4 REBAR @ 12"O.C. BOTH WAYS OR PER U.B.C., WHICHEVER IS GREATER. 7. ALL WALLS SHALL BE BUILT TO FOLLOWING MINIMUM SPECIFICATION, UNLESS SPECIFIED GREATER BY STRUCTURAL ENGINEER WHICH SHALL HAVE PRECEDENCE OVER THESE SPECIFICATIONS. A). ALL WALLS SHALL BE MINIMUM OF 8" THICK AND SHALL BE SOLID GROUTED IN CELLS. B). ALL CELLS SHALL RECEIVE A MINIMUM OF TWO #4 VERTICAL REBAR TIED TO FOOTING AND HORIZONTAL REBAR. C). ALL WALLS SHALL RECEIVE A MINIMUM OF TWO #4 CONTINUOUS HORIZONTAL REBAR WITH MAXIMUM SPACING OF 18" BETWEEN EACH HORIZONTAL REBAR. D). ALL FOOTINGS SHALL BE MINIMUM OF 12" DEEP BY 18" WIDE, FILLED WITH A MINIMUM 6 SACK MIX CONCRETE AND TWO #4 HORIZONTAL BARS TIED TO ALL VERTICAL BARS UNLESS SPECIFIED OTHER WISE BY ENGINEER. E). CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL ENGINEERING NECESSARY TO SECURE STRUCTURAL INTEGRITY OF ALL MASONRY WORK PRIOR TO EXECUTION OF WORK. ANY ENGINEERING DEEMED NECESSARY SHALL SUPERSEDE OR REPLACE THESE MINIMUM SPECIFICATIONS AS STATED HEREIN. F). ALL PLANTERS/RETAINING WALLS SHALL BE WATER PROOFED ON SOIL SIDE OF WALL TO PREVENT WATER PENETRATION THROUGH THE WALL. 8. ALL WORKS TO BE PERFORMED, WHETHER OR NOT DEPICTED ON THESE PLANS, SHALL BE CONDUCTED AND PERFORMED IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES AND UNIFORM BUILDING CODES IN WORKMANLIKE MANNER. 9. NO SOIL SHALL BE BACKFILLED DIRECTLY AGAINST RESIDENCE OR EXISTING HARDSCAPES WHERE GRADE HEIGHTS EXCEED BUILDING FOUNDATION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ANY AND ALL ENGINEERING REQUIRED BY MUNICIPAL GOVERNING AGENCIES, BUILDING DEPARTMENTS AND OR/ UNIFIED BUILDING CODE. ALL PERMITS REQUIRED TO BUILD THE PROJECTS SHALL BE SECURED BY THE CONTRACTOR PRIOR TO START OF WORK. 11. ANY DISCREPANCIES IN THESES PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IN WRITING. DO NOT WILLFULLY INSTALL ANY ITEMS PER PLAN IF THERE IS A DISCREPANCY OF ANY KIND PRIOR TO VERIFYING A SOLUTION WITH THE LANDSCAPE ARCHITECT IN WRITING, TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. ATVR DG SECTION 'A—A' THRU WALKWAY/ENTRY COURTSCALE: 1/4vv=lv.olr WLTi T�IAAY, Acc_r X11-.�',�SAT/`^l��ax. �Molzid 1-4 - =W —c 1) w (!,� tailvzy ♦,moi IA1-. Mw. cm� , rf 4� f�--. c F,-0 V4r<4 R � cam' ^��V ►�-� �' alt- . € k _ �u MAX �T. !' ELEVATION 'B—B' FROM ENTRY DRIVE TO EXIT DRIVESCALE: 3/81"=11-0" fq PLANTING LEGEND TREES RELOCATED 36" BOX Botanical Name Common Name Size /Spacing/ Spec. WUCOLS #3 T-1 OITA EUROPAEA EUROPEAN OLIVE (FRUITLESS) B & B MULTI. FIELD GRWN (I5' x 15') 1, 1'-2 JACARANDAM IMOSIFOLIA JACARANDA 48" BOX STD. (14'-76' x 7'-8') M T-3 LAGERSTROMIA INDICA'CATAWBA' CREPE MYRTLE -PURPLE 36" BOX STD. IF -14' x 5'-71) M SHRUBS S -I LIGUSTRLIM JAPONICA EEXANUM TEXAS PRIVET CONE TOPIARY 15 GAL, PER PLAN M S-2 CUPRESSUS SEMPERVIRENS TINY TOWER TINY TOWER CYPRESS 15 GAL. PER PLAN L S-3 LIGLJSTRUM JAPONICA TEXANUM TEXAS PRIVET 5 GAL. a; 36 O.C. M S-4 BEIXUS MIC. MICROPHYLLA LIT'IL E GEM' JAPANESE: BOXWOOD 5 GAL. w, 24 O.C. M S-5 NANDINA DOMESTICA'NANA' DWARF HEAVENLY BAMBOO 5 GAL. PER PLAN M S-6 AGAVE ATTENUATA FOXTAIL.AGAVE 15 GAL. PER PLAN L. S-8 ROSA CRIMSON MEIDILAND RFD GROUNDCOVER ROSE 2 GAI 'd 30 O C M S-9 AGAPANLHUS AFRICANUS PETER PAN' DWARF LILY OF THE NILE 1 GAL, q 18 O.C. M S-10 LIRIOPE MUSCARI BIG BLUE LILY TIRE 1 GAL. V 18 O.C. M S-11 PELARGONIUM ARGONIUM PELTATUM'W HFI. L' &'PINK' IVY GERANIUM I GAL. fa 18" O.C./ 50% EA. COLOR M S-13 CAL t IST EMON VIMINAI IS LIT'II E JOHN LITTLE JOHN BOTTLFBRUSH 5 GAL. uJ 36 O C. L S-14 LAVENDULA ANGUSTIFOLIA 111DCOTE BLUE' HIDCOTE LAVENDER 1 GAL. a. 2411 O.C. L S-15 BOUGAINVILLE;A'ROSENKA' BOUGAINVILLEA L GAL. (a! 36" O.C. L S-16 ANIGOZANTHUS FLAVIDLJM 'BUSH DEVIL RED DWARF KANGAROO PAW 5 GAL PER PLAN L S-17 ROSMARINUS HUNTINGTON CARPET HUNTINGTON S ROSEMARY I GAL. �a 30 O.C. L S-18 CISTUS X PULVERULENTIJS'SUNSET' MAGENTA ROCKROSE 5 GAL. g 36 O.C. L S-19 PITTOSPORUM CRASSIFOLIUM NANA' DWARF KARO 5 GAL. a, 30 O.C. M VINES V-1 BOUGAINVILLEA'SAN DIEGO RED' RED BOUGAINVILLEA 15 GALLON ESPALIER L GROLINDCOVLRS ST. AUGUSTLNE LAWN FROM SOD INSTAL LED WI EH A V\ 6" CONCRETE. HEADER -'I YPICAL SENECIO MANDRALISCAF. - BLUFF F CHALK STICKS FROM ROOTED CLP"PINGS m, 12" O.C., FmANGIILAR SPACING TYPICAL UNDER ALL AGAVE SPECIES PlL1T 3" COVER SHREDDED BARK MULCH CH - FOREST FLOOR BARK ML L CII- 0-2" OR APPROVED EQUAL. BEDS SOURCE: AGLIINAGAFIRLLLIZERCOMPANY IRVINE,CA (949)786-9558 ERODR M REICHARDII - CRANESBILL FROM 4" POTS e 6" O.C. /1 RIANGUIAR SPACING SEASONAL COLOR FROM 4" POTS, 6" O.C. /TO BF SELECTED BY OWNER *SOIL PREPARATION & BACKFILL: 1.1 CULTIVATE ALL AREAS TO BE PLANTED TO DEPTH OF ATL AST SIX INCHES SO THE SOIL SHALL BE LOOSE AND FRIABLE. 2.) THE TOP FOUR INCHES OF SOIL IN ALL CULTIVATED AREAS SHALL BE FREE OF STONES, ROOTS LARGER THAN ONE yp{INCH MMIINIGG DIAMETER AND OTHER DELETERIOUS AN"AINTENANCE.HT BE A HINDRANCE TO PLANTING 3.) PLANTING AREAS SHALL HAVE THE FOLLOWING MATERIAL TILLED INTO THE TOP FOUR (4") INCHES OF SOIL AT A RATE PER 1,000 SQUARE FEET: 5 CU. YDS. NITROUZED FIR SHAVINGS 100 LBS. AGRICULTURAL GYPSUM 15 LBS. 10-10-10 COMMERCIAL FERTILIZER ® PLANTING PIT BACKFILL: 1) EACH PLANT PIT SHALL BE BACKFILLED WITH THE FOLLOWING PREPARED SOIL MIX: 6 PARTS BY VOLUME ON—SITE SOIL 2 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM CEDAR OR REDWOOD (Place in upper 12" of backfill only) 1 LB. 15-20-0 PER CU. YD. OF MIX 2) "GROW POWER" TABLETS IN THE FOLLOWING PROPORTIONS: (Place in upper 12" of backfill) 1 PER ONE GALLON PLANT 3 PER FIVE GALLON PLANT 5 PER FIFTEN GALLON PLANT 1 PER 1ND 2 OF TRUNK DIAMETER OF BOXED FIELD—GROWN TREES ® VERIFY WITH AGRONOMIST'S SOIL REPORT. PLANTING NOTES: 1. ALL TREES PLANTED WITHIN FIVE FEET (6') OF HARDSCAPE, PAVING OR STRUCTURES SHALL BE PLANTED WITH AN "APPROVED" LINEAR ROOT GUARD BARRIER. BARRIERS SHALL BE INSTALLED AGAINST THE CURB/SIDEWALK OR WALL SIDE AS APPLICABLE. BARRIERS SHALL SHALL BE A MINIMUM OF .06 ML. THICKNESS WITH RAISED VERTICAL INSIDE RIBS 30" APART (24" X 8' LONG). 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN AGRONOMIC SOILS TEST REPORT FOR THE PROJECT FROM A CERTIFIED SOILS LABRATORY. A COPY OF THE SOILS REPORT SHALL BE GIVEN TO THE OWNER AND THE LANDSCAPE ARCHITED. EXISTING 24" JACARANDA (PROTECT IN PLACE) EXISTINGEXISTING 14" TREE GROUP OF OAK TREES TO BE LIGUSTRUM (PROTECT IN PLACE) PRESERVED AND PROTECTED HEDGE EXISTING 10" TREE EXISTING 20" TREE �� 7 (PROTECT IN PLACE) (PROTECT IN PLACE) S16 36" OAK $1J S 3 ;;� � SS � e y`T t t t t t t t t t t t t t t t° ° ° 1 t t t t -moi/ ,• `Y eJ/-.(/''�.p�, a •4, .. 32 010- 'air1415 elglirow � !__4� 4, Flooe- N 0 E.•.�� /R Men Ol°°if �I aaL'LIGUSTRUM HEDGE ad=���1 =a oj� td p•4 h°z� e����000woololo ,►, WE 14 O �0 siHEDGE � rte" ® O♦O � 71 els�e� /l o 1 � 2� 21 1 0 / ` T2 1 S14 S13 771 T3 EXIST. 14., TREE / EXIST. 14" TREE RELOCATED 36" BOX si RELOCATED EXIST. Opo �• QII► ���� LIGUSTRUM HEDGE m O{ooao�, r s ' 'o © 010- 'air1415 elglirow � !__4� 4, Flooe- N 0 E.•.�� /R Men Ol°°if �I aaL'LIGUSTRUM HEDGE ad=���1 =a oj� td p•4 h°z� e����000woololo ,►, WE 14 O �0 siHEDGE � rte" ® O♦O � 71 els�e� /l o 1 � 2� 21 1 0 / ` T2 1 S14 S13 771 T3 EXIST. 14., TREE / EXIST. 14" TREE -iarve tiilvy SECTION 'A -A' THRU WALKWAY/ENTRY COURTSCALE: 1/4vv=lv.ovw LYt ATVPUU , UG 1 CTS �f ?�'44 mr .,. _. t Y Cox . 42�vi � Y-31 V 7xt\ `•36�� ,. •`�'s • ti ,r if b — Ui� 3L9 JYc s � SaaFidx 1� 4V 00 N • � ,i,...�rrwq "'!fir• ��.�r�����i.7,'E1J tk .?9�Y�J�...�'a��als�i�J�,�:- •1 W-0, �KV}{[A]1�^, AV IV ELEVATION 'B -B' FROM ENTRY DRIVE TO EXIT DRIVESCALE: 3/811=11-011