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Home My WebLink About2896-74' - r r 1 i' 1• B r B 2' ab I 3 ° 9 2 111 e• 4 4" IL 3 SECTION A EQ. - EQ. 3 PIN.. LEGEND: I A p � �y • 1 1. MUSHROOM CAP, COLOR TO MATCH WALL, AS MADE L A Z Y V S C A P E BY ORCO BLOCK (SEE DETAIL A, SHEET C -S). ELEVATION 1 S 1h 4 2. rWX16" CONC. $PUT -FACE BLOCK, ORCO COLOR 200. GROUT • ARCHITECTURE BFVAnW V 36' r.. l - x 1 - ALL CELLS SOLID. OMIT HEAD JOINTS AT BASE COURSES Summit e i "his SITE PLANNING 1 .......... 2 9 3. 24' HIGH MONUMENT WALL CENTERED ON WALL 10630 Town Center Dr., Suits 198 -------- -----------------------i RADIUS (SEE CONSTRUCTION PLAN FOR LOCATION). Pamho DAwnmpe, CA 91730 .......... .. . - i - - - - - � 5 � �- ` J 6 -Y 484-P� - -� - 4. JR4 REBAR HORIZ. (CONTINUOUS) AT LOCATIONS SHOWN. MSI 4844MM SECTION ��, _ _ r _ LEGEND: 5. #4 REBAR HORIZ. CONTINUOUS 2 PLACES. Richard Krumwiad• z - - - - - 1. 8X4X16 SPLIT FACE CAP. 6. N4 REBAR VERT. 1124 O.C. (TYP.). L POURED CONCRETE MOW STRIP WITH FINE BRUSH FHISH. Y • 1 2 3 4 CA Lle a1�4 AZ lie • >�A116 NY Lx t 448 101 5 Nr R. �' �• ". 2. 12XBX12 SPLIT FACE BLOCK, EXTERIOR SIDE ONLY, COLOR TO 7 PLAN 5 2. 1k1 REBAR CONTINUOUS SET tMID-DEPTH. 9 MATCH ADJACENT WALL. GROUT ALL CELLS SOLID. 8 7. FINISH GRADE. LEGEND:,_�_ 3. 1!2" BULLNOSE (TYPICAL). 3. N4 REBAR HORIZ. HOOPS, TOP, MIDDLE, t BOTTOM. 4 8. ASPHALTIC EMULSION WATERPROOFING, 2 COATS. LEGEND: 1. i MIS SPLIT FACE CAP. NOTES: 4. FINISH GRADE. Y 1. 16' HIGH RAISED PLANTER WALL PER DETAIL 0, SHEET C-5. SEE COIISTRUCTM PLAN FOR LAYOUT. 0 S C A p g 2 4. t4 REBAR VERTICAL, ONE PER CORNER. 9. RAISED BRONZE LETTERS,'CG TIMES' FONT, SCREWED �M f • WALL TO SE PROTO N CONSTRUCTIONS. � 5 Spy. COMPACTED NJd tiRADE n : - r FROM WALL WITH PL2 INTO MONUMENT WALL WIBRASS SCREWS, SIZE AS REQUIRED 2. MONUMENT WALL AND RAISED PLANTER WALL PER DETAIL 0, SHEET C-5. SEE CONSTRUCTION Q rJUM 4 Y. OWNOWNt t G SPCK AT FACE NLOEXTERK)N TECHI E CALCS 5. FINISH GRADE. BY MANUFACTURER. RAISE LETTERS PLANFOR LAYOUT. 44r •Z1 �+ MOE ONLY. PROVIDED BY MANUFACTURER). SECTION a >b :,�;� "y*, �; BRASS SPACERS, SIZE AND LOCATION AS REWIRED. ty 6. 1rX18'X4r DEEP CONCRETE FOOTING. + SEE DETAIL E, SHEET C-5. 3. FNNNR GRADE. - >ti ...: - .. ;•-+ .. ..• • : _ � 3. RANTED BRONZE LETTERS, 15' HIGH, 'CG TIMES' FONT, SCREWED INTO WALL. SIZE, SPACING, AND • WALLS TO BE ORCO BLOCK COLOR 200 PLACEMENT AS SHOWN. CONTRACTOR TO CENTER LETTERS ON WALL AS SHOWN. CONTRACTOR V ria n NOTE: 7. 90% COMPACTED SUBGRADE. \\�% 3' NP. �, 10. CONTINUOUS CONCRETE FOOTING. TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. ING "1 4. PROPOSED CONCRETE FOOTPER INSTALL CONTROL JOINTS 0 r4r O.C. MAX. SPACING AND AT ALL END 10 24' TYP. STRLICTURAL ENGINEER REPORT. TE OF CURB RETURNS. 8. ADJACENT SPLIT FACE BLOCK WALL PER DETAIL A, SHEET 0-5. ' 11. 90% COMPACTED SUB -GRADE. 4. FINISH GRADE. FOOTMIO INTO PLANTER FOOTINGS. CENTER PILASTER TO WALL. GROUT FIRST CELL SOLID WHERE.46 DOWELING OCCURS. / t i 12. #4 REBAR HORIZ. @ 24' O.C. (TYP.). •Q� S. ALIGN FACE OF WALL PARALLEL TO PROPERTY 5 12 LINE ANO r mom PROPERTY LINE. 9. t4 HORIZONTAL REBAR N 24" O.C. TIE INTO ADJACENT r WALL. '� f Q► 10. #4 HORIZONTAL REBAR, TIE INTO ADJACENT WALL FOOTING. f OF C I►`��O PROTO II SPLIT FACE BLOCK WALL CONCRETE MOWSTRIP 3' SQ. PILASTER MONUMENT WALL MONUMENT WALL ELEVATION z ♦ • SCALE: N.T.S. D SCALE: N.T.S. SCALE: N.T.S. SCALE. N.T.S. ..SCALE: N.T.S.• y as W 8 L 1 4 2 g 7 O Pat D 5 O 2 ' • N ap Cc� . • i 1 COLD JOINT t 2 v v LEGEND: g a .. ............ ......... 2 1. MEDIUM NAT OR < 2%AIN. PERPENDICULAR TO xw C S i CONCRETE, RUN °� lim EDGE OF CONC./PATH J �^ 1 • :. v Lo OF TRAVEL. ELEVATION..4 :..Q ca DEEP SCORE LEGEND: SCOREJOINT 2. PLAN OR LAYOUT. 1 2 4"" a JOINTS; SEE CONST. r L ASPHALT PAVING OR CURB AND GUTTER FINISH SURFACE PER dvN. ENQINEER'S STREET LEGEND: L - T - - - - - J ♦� �-' ASPHALT PAVI GOR 3. EDGE OF PAVING. ------------- ---- --- I o SECTION •� U PLAN 1. CONCRETE PAVING. � � ----- -- ---- -- � � 2 5 Cc 2. IS' WIDE X tr DEEP CONCRETE BAND, COLOR AND FINISH AS PER CONSTRUCTION PLAN. - -• --� - - �- - - -� - °C �" PROVIDE 1? RADKM AT EDGES. 2. 114" TOOLED RADIUS. z A. MEDIUM BROOM FINISH W/DEEP PLAN VIEW 5 " LEGEND: 3. COMM PAVING, TWANESS PER SON. ENGINEERS RNEPORT (rMSN.). SEE CONSTRUCTION 3. WATERPROOF SEALANT, COLOR TO MATCH PAVING. SCORE JOINTS >` LEGEND FOR COLOR AND FINNNH. SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. 1. CONCRETE CURB PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. W LEGEND: 4. 06 REHAB AT MIDPONT OF BAND (CONTMNIOUS), 2 PLACES. TIE TO ADM FROM PAVING. 4. NOT USED. NOTES: 2. CONCRETE BED UNDER COBBLES, r THICK MIN. NOTE: CONTRACTOR SHALL POUR AND FINISH A 2'X2' SQUARE SAMPLE OF EACH 1. 8X4X16 SPLIT FACE CAP. S. COMPACTED SUIGRADE PER SON. ENGINEERS REPORT. 5. COMPACTED SUB40RADE PER SOILS REPORT. TYPE OF FINISH FOR APPROVAL BY OWNERS REPRESENTATIVE OR LAND. ARCH. - WALL TO BE PROTO II CONSTRUCTION 3. WASHED GRANITE COBBLE, r TO tr DIAMETER, FLATTEST SIDES FACING UP. 2. SXBX16 T t G SPLIT FACE BLOCK, EXTERIOR TECHNIQUE (ENGINEERING CALCS SET COBBLES INTO CONCRETE BED IMMEDIATELY AFTER POURING CONCRETE. 6. COMPACTED SUIGRADE MATERIAL, MATERNAL TYPE AND THICKNESS PER SON. ENGINEERS SIDE ONLY. PROVIDED BY MANUFACTURER). 3. FINISH GRADE (2:1 MAX SLOPE FROM WALL). • WALLS TO BE ORCO BLOCK COLOR 200 REPORT. 4. MORTAR JOINTS -WIDTH VARIES (1l4' TO 1' WIDE MAX.). u- 7. REIM RENFORCEMENT, SUE AND PLACEMENT AS PER SOIL ENGNEER'S REPORT. 5. COMPACTED SUBGRADE COMPACT TO 90%. 4. PROPOSED CONCRETE FOOTING PER STRUCTURAL ENGINEERS REPORT. TIE FOOTING INTO PILASTER FOOTINGS. 5. ALIGN FACE OF WALL PARALLEL TO PROPERTY LINE AND r INSIDE PROPERTY LINE. CONCRETE PAVING/BANDS CONCRETE JOINTS CONCRETE FINISH PROTO II SEMI -RETAINING WALL COBBLE PAVING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: 1" = 20'-0" SCALE: N.T.S. 5'-0" 5'-01, �: TRIM 1/3 OF PALM FRONDS 1 1. UNTANGLEMA Y TIE FRONDS TOGETHER AT 2 „ „ LEGEND: MATTED ROOTS B L008ENING ALL ROOTS AT EDGE OF ROOT ( 30 30 30" 30 Z 1D: CIO BALL WITH WATER FROM HOBE. DO NOT CRACK ROOT OF BALL. PLACES W/JUTE TWINE TOSTABILIZE 1. "CINCH TIE' AS MANUFACTURED BY V.I.T. CO. SEE FRONDS AND PROTECT HEART 1. TOP OF STAKESMj SPECS. 2. PLACE FERTILIZER TAN IN PANT CONTAINER PRIOR TO PLANTING FOR PRIOR TO MOVEMENT/DELIVERY OBSERVATION PURPOSES. 2. MAIN TRINK 2 2. r DIA. LODGE POLE PINE TREE STAKE, (2) PER 3. TREE TIE PER SPECIFICATIONS TRE. TRIM CROWN FOR UNIFORMITY 4. APPROVED TREE STAKES j2j PER z 3 3. TREE ROOT BALL - SET r ABOVE FNNSH GRADE. r BERM TO FORM _ -a o t SPECIFICATKNIS 4. 4' TERM TO FORM DEPRESSED WATERING IASN. DEPRESSED WATERING 4 BASIN � � � 2 rj � S. 6' DU. PVC PERFORATED PPE -FILL WITH0 S. PREPARED BACKFILL MIX PER SPECIFICATIONS. z z „yp, w 2 112' WASHED CRUSHED AGGREGATE BASE . ~ SK NN DIUNSKINNED TREATMENT -o- SEE PLAN FOR•_ o- _ FULL LENGTH OF PPE (LOCATE ti' FROM TRUNK)P LM 6 S. ARBOR GUARD ON TURF AREAS ONLY). /'� • . LU 3 6. 3' BERM TIGHTLY COMPACTED IN PLACE i 7. PANT PIT TO E TIMES THE WIDTH OF THE / x d TO FORM WATERNG BASIN OWER 4' BERM TO FORM DEPRESSED ✓'� w LU i. 1NiDE tJRIiED NATIVE SON . TFWI THE ROdT BALL. �w , J WATERING BASIN I✓Yj 7. "GROW -POWER' PLANT TABS PER SPECIFICATICINS �, 0 f��. 1 v' -a .- 5 12' ... • C1 t t a 8. PLANT PIT (2) TIMES THE WIDTH OF THE ROOT BALL & 2" SHALLOWER .. i TREE TRUNK. v: : . :: 11 b 4 w 5 THHAAN THE BACKFILL T BALL - PER SPECIFICATIONSPREPARE SOIL 10.0A1V. ROOFNKi NHL. CONCRETE SAND BACKFILL 5 11. FERTILIZER TABLETS PER SPECIFICATKM. _ PER SPECIFICATIONS 9. NATIVE SOIL FERTILIZER TABLETS PER B 7 NOTES: sPECIFICATIONs 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ADD ID 11. ORIGIANAL GRADE INER ROOT BAIL 1 AT EDGE OF ROOT BALL WITH WATER FROM HOE; DO NOT BACKFNJ- MIX PER • + • Cn Z CRACK ROOT BALL. SPECIFICATIONS oo 2. DO NOWT UE ANY FERT1UERS OR PANT TANS N THE ® e PREVAILING WINb PLANTNq MOLE El10EPT AS NOICATED N THE PLANTING SPECS. 4' THICK LAYER OF 3/4' CRUSHED Z 9 a 00 DIRECTION PLANT PT TO E (2) TIMES AGGREGATE LEGEND: ..: 7 THE FLOW OF E T OTBALL O t i• FLOW THE BOTTOM OF UNDISTURBED NATIVE SOIL 1. MASONRY WALL/WOOD FENCE. � ' NOTE: THE ROOTBALL 2 2. #`10 GALVANIZED WIRE, PULL TIGHT THROUGH EYE SCREW, TWIST CONNECT t CRIMP WIRE. A. STAKE TREE PERPENDICULAR TO ' 10 a PREVAILING WHO. NOTE: 3. N6 EYE SCREWS (15 TOTAL PER VINE). ATTACH TO WALL BY INSERTING EYE SCREWS INTO +1 UNDISTURBED NATIVE CONTRACTOR TO WATER PALM IN WITH VITAMIN B-1 PLANT TONIC TO REDUCE PLANT SHOCK. LEAD SHIELDS. ;r SOIL ROOTBALL e� B. PLACE "QROW-POWER' TABS IN PANT 4. VINE PER PLANTING PLAN. REMOVE FROM NURSERY TRELLIS t ATTACH TO ESPALIER WIRES CONTAINER PRIOR TO PLANTING FOR W/NURSERY TIES. PLANT PER SHRUB PLANTING DETAIL. t0 g OBSERVATION PURPOSES. 5. r THICK MULCH LAYER. TREE PLANTING SHRUB PLANTING PALM PLANTING VINE PLANTING TREE PLANTING - SLOPE SCALE: 1'=20'-0". SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. O ALE:N.T.S.SC N. '86 -CHANGES PER FlRST Al� � � CTY PLAN CHECK NOTE: //\\ LEGEND: L 1 PLAN VIEW 1. UNTANGLE MATTED BY LOOSENING ALL ROOTS AT t 3 2 EDGE OF ROOK BALL WITH WAYS FROM HOSE. DO 1. ORIGNI L GRADE NOT CRACK PAM BALL. 2. CONTAINS PLANT ROOT BALL 2. PLACE' MM41OWW TAN N PLANT CONTAINER PRKIII TO PUWTSIO f011 ONSERVATtON PURPOSES. 3. NACKFILL MIX PER SPECIFICATIONS 4. r BERM TIGHTLY COMPACTED N PLACE TO FORM t 2 3 WATERING NASA 1 , f 1 5. 'GRow4KNOr PLANT TAN PER MANUFACTURERS 12" 1 •.�1_ , (,12'TYP. RECOMBrE110ATIONB i. PLANT PTT TO E (� TB�ES THE WIDTH OF THE ROOT 1 5 4 t . BALL t Ir EWW T1iE BO�TT�OM OF THE ROOT BALL. 7. NATIVE SON 5 2 a ♦ LEGEND: O A 4 ISOMETRIC SECTION A 1 DEEP ROOT CORPORATION LINEAR SME ROOT 3 LML LEGEND: BARRIER. SEE PLANTING PLAN FOR MODEL#. PLACE BARRIER IN TRENCH WITH THE VERTICAL EQUAL RIBS FACING TOWARD THE TREE t ALIGN IN A i. HARDSCAPNGMEADERBOARD STRAIGHT FASHION. USE HAROSCAPE EDGE AS MY OF FONTANA, CAL�1:�1 1 2 2. SHREDDED MULCH (MEDIUM GRIND) DO NOT USE BARK CHIPS. A GUIDE AND CLEAN AGAINST THE BARRIERS TO PROVIDE A CLEAN FIT. TOP OF BARRIER TO 3. FINISH GRADE. EXTEND 112• ABOVE FINISH GRADE. b. 0p� LEGEND: 2. TREE TRUNK LOCATION WITH CANOPY DASHED DR/1 W. CAE: . 4. SHOVEL CUT DEEPENED EDGE ADJACENT TO PAVING. IN AT MATURITY.. a � � �L SUMMIT HEIGHTS NM _ 1. BACK OF CURB OR EDGE OF PAVING. o e S. SEE NOTE ON PLANTING PLAN FOR MULCH DEPTH. 3. CONCRETE SIDEWALK OR SITE WALL. DESnNED BY. TRACT. #1 5M, ISM DATE: A° 2. PLANT LOCATION. 4. CONCRETE CURB. e e �� COMMUNITY FACLRIES DISTRICT oerlo�99 MOPES: �S: 5. EXTEND ROOT BARRIER 112 THE WIDTH OF to Ch�l® BY: APPF10VEfl BY' f DVKi ND.: % AS SHOWN MATURE TREE DIAMETER PLUS 12 INCHES. DAM ALL INRUNS�GROUND COVER TO E PUNTED AT EQUAL SPACING - MULCH UNDER TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUND SAF 2996 / 9 • UNLESS OTHERWISE INDICATED ON PLANE: SEE LEGEND COVER AREAS. 6. GROUND LOCKS. SPACIKi REOUIREMEENTS. rt 7. SUB -GRADE. E 1 ' 7 '950074'_11 . >• e e f P SHRUB PLANTING - SLOPE SHRUB AND GROUNDCOVER SPACING MULCH DEEP ROOT BARRIER Q e C_5 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.