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HomeMy WebLinkAboutDRB16-0287_L1_1478902883.pdf SIT_-= COVERAGE STATISTICS DRIVEWAY TUMBLED CONCRETE PAVER OF 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO - - � 4FF SNOWMELTED CONCRETE PATTERN - RANDOM RECTANGULAR ` rl I 1-�� I`�D 4" x 4" TRENCH UPSLOPE ALONG THE POSTS. PAVERS WITHIN TOY R.O.W. 4'-0" CONCRETE PAN PER THE LINE OF POSTS. SENERAL N ' Total Lot Size 14,280 s.f. (0.33 acre) TO BE ON A SEPARATE SYMBOL DESCRIPTION MESH SPACING(6" MAX.) NOTES: el eIda., - TOWN CODE INSTALLATION 6' MAX. 12 1/2 GAUGE MIN. SNOWMELT ZONE (TVP) Building Coverage 4,321.9 s.f. (TVP) I. CONTRACTOR TO VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, UTILITIES, PROPERTY LINES, LIMITS OF 16 1r- 30.3% of Total Lot Size \ ROADWAYS, AND CURBS AND GUTTER, THAT MAY EFFECT THE SCOPE OF WORK PRIOR TO BEGINNING SITE CONSTRUCTION. . \ N LARSE BROWNSTONE I 11 / \ �� y- 4"x4" TRENCH ;�, ���1� Driveway Coverage 2,012.9 s.f. \ BOULDER ADDRESS MARKER I EXISTING SPRUCE, PINE, OR FIR TREE TO BE ��� I 2. EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT LOCATION. THE LANDSCAPE DRB 14.1% of Total Lot Size \ „ ' r 1 PRESERVED. SEE SURVEY FOR SIZES. � "�•,� ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHOWN OR DETAILED APPROVED \ WITH L I OHT I NO; MIN. 6 -O f STEEL OR WOOD 7/22/2016 FROM EDGE OF ASPHALT; 4 / POST-EMBED 3' y y AND INSTALLED BY ANY OTHER CONTRACTOR. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE LOCATION 12:00:00 AM - 1=_11= DURING ALL PHASES OF THE WORK. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES OR Landscape Area Coverage -1,945.2 s.f. \ BOULDER +/- 4' HT.x4'Wx3' 1 1 STRUCTURES AND ANY INJURIES THEREFROM. RESTORATION OF ANY UTILITIES DAMAGED BY THE GON I KAGTOR SHALL BE AT 55.6% of Total Lot Size \ N . <; DEEP (TVP) A 1 THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER, ANY ADJUSTMENTS OF PROPOSED WORK WILL BE \ " 3. ATTACH THE FILTER FABRIC TO APPROVED BY LANDSCAPE ARCHITECT. ADJUSTMENTS OF PLANT MATERIAL DUE TO CONFLICTS WITH UTILITIES SHALL BE cl Impervious Landscape Area 879.4 s.f. \ /�I 4. BACKFILL AND COMPACT APPROVED BY OWNER OR LANDSCAPE ARCHITECT. GALL UNDERGROUND LOCATES @ 800.922.1.151 1 WEEK NKIOR TO o , i� THE WIRE FENCE AND EXTENT IT w p p 11.1% of Landscape Area ��� �'" ` EXISTING ASPEN TREE TO BE PRESERVED. THE EXCAVATED SOIL. 00 p \ ::O ^_ \ • PLANTING. m ��I, • I SEE SURVEY FOR SIZES. INTO THE TRENCH. N SNOWMELTED TUMBLED ►, ��= �I��, 3. PROVIDE OWNER OR LANDSCAPE ARCHITECT WITH NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED o Pervious Landscape Area -1,065.8 s.f. \ \ • CONCRETE PAVERS WITH A 1 \\��i ,i SITE IMPROVEMENTS. r\88.9% of Landscape Area SOLDIER EDO I NO COURSE -_ ; � 1 Q1'I 4. LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AS REQUIRED TO PROPERLY PROTECT AND MAINTAIN HISWHERE SHOWN; RANDOM /' `I�� ��, • I�p ' .� EXISTING TREE TO BE REMOVED. SEE 6" HTWORK FOR THE DURATION OF THE CONTRACT. coRECTANGULAR• COLOR ' M� " ' # - `. 1111"It � e SURVEY FOR SIZES. FLS + m / D ` � � • �:,�a't ya • 5. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GODES AND ORDINANCES. SIZE TBD (TVP) I ���►� II: COT : woi tom■ / 0 /� /� ¢ /� /� _ I /� ��-� �= \ 2p 6. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. o S RAD I \C 4• iRA I \AC- LEC E\D / 4 ti m�\ % -� - / )/ PROPOSED CONTOUR (1) ��� �■p % \ C 1 NO SUBSTITUTIONS FOR ANY MATERIALS SPECIFIED SHALL BE MADE WITHOUT LANDSCAPE ARCHITECT'S OR OWNER'S C.1 O1 `io n- - w: FILTER FABRIC w a SYMBOL DESCRIPTION (litc?/ �� �� .� \ EXTENSION OF FABRIC AND APPROVAL. p/ , \ WIRE INTO THE TRENCH �, i m ��Ge` S. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO CONFIRM ALL DESIGN CRITERIA AS NOTED BY THE LARSE COLORADO BUFF �� ��� , C EXISTING CONTOUR � f GROUND LINE DRAWING OR TECHNICAL SPECIFICATIONS. ANY DISCREPANCIES, DELETIONS, ADDITIONS, OR ALTERATIONS TO THE DRAWINGS cc oo oo -, ll■ _ II,� ��wiii.11:` .�.45 !'WI'eiI + EXISTING ELEVATION FLASSTONE PIECES, ' = -■m. .� \ O 11=11(=11 =-`" 11=11 OR SPECIFICATIONS SHALL BE PRESENTED IN WRITING TO THE PROJECT LANDSCAPE ARCHITECT I-' IOR TO INSTALLATION. (106.0) MORTAR SET; 56'1-48" DIA.; bw:2.0 ����_��� \� Ian=P _ - 1�Fi-1r_AB13) a o /' / 11-11•i�T� =ii 9. CIVIL ENGINEERING 15 THE RESPONSIBILITY OF THE CLIENT OR GENERAL CONTRACTOR. `�- SNOWMELTED; COLORS TO / �m! • =1�a \ I/ LIMITS OF DISTURBANCE EXCAVATE TRENCH APPROX 4" DEEP x 4" WIDE. o o + PROPOSED FINISHED ELEVATION/ FINISHED - =�� ■. 106.0 GRADE BE SORTED TO REMOVE � � �� (FILL TRENCH,ANCHOR FABRIC AND COMPACT FILL) 10. GENERAL CONTRACTOR TO BRING ROUGH GRADE WITHIN +/- 0.25' OF FINISHED GRADES LANDSCAPE CONTRACTOR TO �' v pm_ fi' (� EMBED FABRIC FINISH GRADE. PINKISH HUES (TVP) (L77/ - -fiii� ��,. ==.•=014 :7�_®� /O , APPROX 8" IN TRENCH Q + �l E MM� ®M� II. ALL WORK AND PARTS SHALL BE WARRANTIED FOR A MINIMUM OF ONE YEAR FROM DATE OF COMPLETION. w mtw:106.0 PROPOSED TOP OF WALL ELEVATION M■M-:®�-:;, bw a 0, w �; =�1 = � 1 + NOTE : SET EACH ROW OF SILT FENCING (3') THREE FEET FROM THE OTHER. IN ADDITION _�� 12. A MINIMUM OF 48 HOURS NOTICE 15 REQUIRED FOR ALL MODIFICATIONS, REVIEW 4 APPROVAL REQUESTS TO LANDSCAPE m + . ®_ �M,p� �+ O LIMITS OF �� 8 ARCHITECT. Ni bw:106.0 PROPOSED BOTTOM OF WALL ELEVATION pm��� ���m �G� \ / DISTURBANCE (TVP) x /,' ='M=-M=l ,,,I�� • ` 13. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER AND m l: =Z�_m ��m� ��I SILT FE\ C E ARRANGE A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY cu COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETE IN GOOD WORKMANSHIP MANNER u + PROPOSED TOP OF BOULDER ELEVATION q ���� ■'�t �■��� ���Ipppp, } tb:1o6.0 �� � � � � � ��I,j�/� AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. C 'lair-=_.--_.--=14/ • V. E. & S. C. �� -u M& AMM M- ;I,% 14. OWNER OR AUTHORIZED REPRESENTATIVE MAY COMPLETE PORTIONS OR ALL OF APPROVALS AND WORK OUTLINED IN NOTES +' ��MI �j� I IN LIEU OF LANDSCAPE ARCHITECT + PROPOSED BOTTOM OF STAIR ELEVATION .�j -11 �-� eM-E =m �- '1.5 �Illa. i o vier + .1n ninara .■=�mm■��mim■��mim■��mi= ��. v44fPROPOSED TOP OF STAIR ELEVATION (lc p111111Li1� . = . . = g li. � � , 15. AT ALL DRIP LINES OF THE ROOF WITHOUT GUI I tRS, PLAGE A GOBBLE DRIP EDGE BENEATH; GOBBLE TO BE 3" TO 6" DEEP :1 p1111 ���®►� �_�� �_�� �_�� �_�� ��� y ���I� OVER FILTER FABRIC. GOBBLES TO BE GENERATED FROM THE SITE. LANDSCAPE CONTRACTOR TO PRICE SUPPLY AND is 06.0 i.0 me� ��\ � �m � �� � �m � � �� ■.v �Q�J������� � �®���` � ������ � � � �" "� P/�\ = • \ DELIVERY OF GOBBLE AS AN ALTERNATE UNIT COST. :� ®.smomm_ • !_ 'INI N N = _-� -- -_-��=_�®_ ,\\\ mu, � 16. ALL DOWN SPOUTS, DRAIN INLETS, DRAIN LINES AND FRENCH DRAINS TO BE INSTALLED BY THE GENERAL CONTRACTOR /BOULDER WALL TO BE 2'-0" x w. omm ' UNLESS OTHERWISE NOTED. MIN. FROM PROPERTY LINEi k4:8.01 = I� I���� E�=��=�=�E� mI�/ -- =. -z,.- ■ ,,\ \ (TVP) / _�■ 0 .=mE■-��ma■- �m■- m-a■ gb Ii�C�� :�� \ 0 T / 0 -_�_�1111. r _■Maun _� x / / . ��®�_- ��� �mmimm. .. ..-r CONCRETE STEPS TO q.42'+ 1 \ / \ \ bw.4.o _ - 4� _ HARDSCAPE NOTES SPEC I F I CATI ONS: / ` ��� _ fliskIrmarfimm....ir&mf-w LAWNAREA; (2) STEPS @ \/ =�0 2 �� O C I 0 ---- W 6.. RISERS (T'I'P) \ �m O , •/ ty: 4q \�\ ( • N I. ALL CONCRETE AND/OR STRUCTURAL WALLS SHALL BE REINFORCED AND MEET STRUCTURAL ENGINEER'S SPECIFICATIONS. E'er _ �� -\-- --- ---�I CONCRETE TERRACE, \ / ? =II���NIVI II IMm iMil ��.i IO.II WITH 4X4 SQUARE +bs:8.4q �`.� \ ) N \ 2. REFER TO SITE PLANS AND DETAILS FOR SIZE, TYPE, COLOR, QUALITY, AND FINISH OF ALL HARDSCAPE MATERIALS. 47,, �I 11 111111111111� �������� ���i�� , ' SCORINO; (12) @ 6" ' \ / �1 • �• /,') p11 ` -_ f:lO.Oq RISER CONCRETE 3 agO� 1 ` / J 3. STONE WALLS SHALL EXTEND A MINIMUM OF 6" BELOW FINISHED GRADE AT THE BOTTOM OF THE WALL. /*(11* `• i STAIRS TO OWER 4. ALLSUBWRADE BELOW HARDSCAPE ELEMENTS SHALLBE COMPACTED TO 95% UNLESS OTHERWISE NOTED. ),,,' ' , S.8''. ff� ISO I L ' LL L / 0LEVEL CONCRETE , Ig'-5 12" � �0 kff \ / x 5. THE TOP 12" OF BACKFILL BEHIND WALLS SHALL BE FREE OF DEBRIS AND ROCKS GREATER THAN 3" IN DIAMETER. I 8� � TERRACE; (TVP) , �''� \1 ' 10.oq / ( ,C 6. ALL MATERIALS ARE SPECIFIED AS A STANDARD FOR PRICING AND INSTALLATION. THE LANDSCAPE CONTRACTOR IS \ _ _ _ + / +• :10.31' `� 6" BLACK PVG 8 \ / RESPONSIBLE FOR RECEIVING APPROVAL FROM THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO SUBSTITUTING ANY ^ `q 5q ` MATERIALS. / / ������1 bs:10.32' LANDSCAPE �,_t_ ���� + bw:4'-0"+�/, :6.0' ! (L! 0 �' IO --'_'�Ir' _ di:10.2+ -•- :IO 82' DRAIN; TO BE ` i ,� / x 1� `' ■rte=r-,. :1�1� � ter. ff:ll.32' ` IN:10.5' \ , _ _ Lc . :;moi �� ,;� -I_ GOORD W/ GIYIL ;`� ( /, - - - - - - 1l�-�1 --- (TVP) �� \ 0 E04' ��-�Y��I__ilk �` u ' r I x / �` q'0 II MAIN HOUSE / II / CONG,RETE CONCRETE PAD FOR AG ff:ll. 4 CROS I ON GO1�ITROL SIT I�ROT GT I ON MOT sTERRCE1.4 UNITS; ADDITIONAL UNITS MAIN LEVELII E06' x SPEC I F I GATI Olds: (NP, MAY BE ADDED (TVP) FFE: 8311 -I14 GUT RECTANGULAR STONE �� -BROWNSTONE BOULDER Di I. SILT FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF CONSTRUCTION AS NEEDED TO PREVENT EROSION AND x /11 ENTRY LANDING STAIRS, LOWER LEVEL _ / SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE OR HAY WALL; MAX. HT. 4'-O"; BALES ARE NOT USED. 411' MORTAR SET; COLORADO FFE: 8301 -64 P /� �'IRRIOATION (TVP) BUFF STONE; (2) @ 6" RISERS 04.8� (------/�) � 2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO BE PRESERVED SHALL BE PROTECTED: AT EVERGREEN _ GUT RECTANGULAR STONE (TVP) ��_ = - \ j TREES WITH SNOW FENCING AT DRIP-LINE; AT DECIDUOUS TREES USE SNOW FENCING AT DRIP-LINE. IF YOU CANNOT PROVIDE •Lis ENTRY LANDING STAIRS, +rjy;883 \ SNOW FENCE DRIP LINE DUE TO CONSTRUCTION PROXIMITY, WRAP TRUNK WITH PLASTIC CORRUGATED CULVERT SECTIONS l 4 �' -.EMTO A HEIGHT OF 6' OR TO FIRST MAJOR BRANCH. IF IT 15 NECESSARY TO DRIVE WITHIN THE DRIP-LINE OF THE TREE, • ,� MORTAR SET; COLORADO \�- CONTRACTOR SHALL INSTALL 4" OF BARK MULCH OR WOOD CHIPS IN A RING EXTENDING FROM THE TRUNK TO THE TREE'S \ ` -J� BUILDING SETBACK LINE STONE VENEER STRUCTURAL DRIP LINE. x PI BUFF STONE; (3) @ 6 RISERS WALL W/ STEEL WUARDRAIL; •N `v'\ �/E x 12 TREAD (TVP) . E08 (TVP) •� • 4, 3. SPECIAL CARE NEEDS TO BE TAKEN FOR TREES WITHIN CONSTRUCTION ACCESS ROUTE AND WORK AREAS. PLASTIC i __ STONE VENEER TO MATCH s: 58 + ,'/( i' \ I � \ CORRUGATED CULVERT SECTIONS WITH INTERIOR INSULATION OF 1.5" MIN. TO SURROUND TREE TRUNK TO A HEIGHT OF 6' OR \ • \ `- 6 6" BLACK PVG HOUSE • WITH A 3" BUFF _ ' \ EXIST-INO COLUMN TO FIRST MAJOR BRANCH. \ \ ) LANDSCAPE STONE GAP; I.5" OVERHANG '�0 / / �\ \ ,,' TO BE REMOVED (TVP) \ F .(j. +1.15 +1.5' ON EACH SIDE; RE: ARCH 4. ERECT AND MAINTAIN TEMPORARY FENCING AROUND TREE PROTECTION ZONES BEFORE STARTING SITE CLEARING. REMOVE\ / DRAIN; TO BE SNOMELT IRREWULARE'lu FENCE WHEN CONSTRUCTION 15 COMPLETE. DO NOT STORE GON5IKUGTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL bw:4.0 + GOORD W/ GIYIL FLAGSTONE TERRACE, FOR RAILING (TVP) ><' WITHIN FENCED AREA. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC WITHIN FENCED AREA. MAINTAIN FENCED r. (TVP) MORTAR SET; COLORADOT2\ --"- / �� \ ,,,/ AREA FREE OF WEEDS AND TRASH. anKG1l .r: �� FLAGSTONE STEP, MORTAR ��KF + Q ` BUFF; COLORS TO BE '■ j IRREGULAR STONE SLAB 5. DO NOT EXCAVATE WITHIN TREE PROTECTION ZONES, UNLESS OTHERWISE INDICATED. WHERE EXCAVATION FOR NEW r _ ff:ll 94 SET; 1.S NOSE OVERHANG; O \ CONSTRUCTION I5 REQUIRED WITHIN TREE PROTECTION ZONES, HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT / \ ■•\` r • :116 SORTED TO REMOVED COLORADO BUFF STONE; �j E12' STEPS TO LAWN AREA; SYSTEMS. USE NARROW-TINE SPADING FORKS COMB SOIL TO EXPOSE ROOTS AND CLEANLY GUT ROOTS A5 CLOSE TO q.0 PINKISH HUES (TVP) , V-7)!�_,C COLORADO BUFF STONE; (3) EXCAVATION AS POSSIBLE.(I) @ 4 RISER (TVP) c> 75.1. COVER EXPOSED ROOT5 WITH BURLAP AND WATER REGULARLY.�_6.0 �� _ di IL' "Th �� I/2 . 7 RISERS (TVP) CD •• tS:II.q' bs: I.4 �� 5.2. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY REDIRECTED AND . ��� / COVERED WITH SOIL. [ \ ' bw:3.0' +IrlV . ■ 6 �, ►_�r� _ •� ,.. ( �V' �\ 3 THICK BUFF FLASSTONE 5.3. GOAT GUT FACES OF ROOTS MORE THAT IS IN DIAMETER WITH AN EMULSIFIED ASPHALT OR OTHER APPROVED 0 ` .� + f•II.g4 COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUES. v- E14 SLABS; DRY SET; SZ. 18 30 5.4. BACKFILL WITH SOIL AS SOON AS POSSIBLE 2 0.00' .�/� '. � P� �� _ _ . :11.85' - - �� -.I� -"„�� + - ♦`� ` I. 6 Try - I `',/ - \ DIA. WITH PLANTED JOINTS; + � �� �� f,, COLORS TO BE SORTED TO 6. ALL DISTURBED AREAS NOT DESIGNATED AS SHRUB BEDS, PERENNIAL BEDS, OR LAWN SHALL BE REVEGETATED WITH THE b .3.0 t� •�-� '/ �' SPECIFIED SEED MIXTURE. SEE PLANTING NOTE #20 FOR MORE INFORMATION. UTILITY EASEfv ENT � � ■ rel ■ TO - _ / +� � �„- � REMOVE PINKISH HUES (TVP) \ m •• ka I. p I. PROVIDE SILT FENCE OR SNOW FENCING AROUND ALL REVEGETATED AREAS FORA MINIMUM OF ONE YEAR PERIOD OF 73 (3 .4011_11!,e1 ---- _ �.j\ I-' FLASSTONE TERRACE STEP ESTABLISHMENT TWO YEARS IDEAL PARTICULARLY FOR SEEDED SHRUBS. • - STONE VENEER TO WRAP \ \.� 0+6.0'� � ` �� , s:1 .18 II III �•, 1 14 \ THE FACE OF THE TERRACE; `�, ` ,; ` TO BUFF STONE WALKWAY; ( ) IN: .0' + ts:l1. , III III (I) @ 6 RISER (TVP) MIN. 6 BELOW GRADE (TVP) \ �� - �� 1 ` ♦ ,v �. ` + .46 ® III III IRR AR STONE r - EGUL O E SLAB \c.....Q3�� ��./ •- IO.gb `..� f -Or STEPS THROUGH BOUL R x \,• . , 3 '1 , �� . 0-1, _� , _ III 1 - BUILT-IN ORILL 4 COUNTER; LL?.0 ,� lu `WfLIGHTING -CENS\ � .� �/ 1 I^ - - _ RE: ARCH PLANS L WARDEN; (15) STEPS @ 1. 41#10*--16.) V w:ll.• + + .I E14' l� /� RISERS; COLORADO BUFF \I � +To J C ,; I' tb:1 • OI 1 12 CcRAD 11�1C DRA I I�IACc NOTES Si= C 11= I GAT I Ol`1S u ■ tb:I .0 tb. / , I_ 11.68 SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL _ • STONE (TVP) ✓ / O `. '� 01 b:I .0' 1II I. ALL SUBWRADE PIPING IS TO SLOPE AT 2% MINIMUM. PROVIDE FOR ALL VERTICAL TO HORIZONTAL RUN PIPING TO U /� 614:3.0' j( b :q.0 • :'- ,+ 0.I8'--- iE12' L 0 T O, �� ` 10 J -.- 10 PATH LIGHT FX LUMINAIRE GBLEDTA-BZ TRANSITION WITH 45 DEGREE ANGLES. _C BROWNSTONE BOULDER \ i ` + _• + �� + • a--+ (13 \ �\ WALLS; MAX. HT. 4 O (TVP) .L / ' t :i,U ����\ t ;11�' tW: 0.0 2. PROVIDE FOR 2% SLOPE AT ALL STAIR TREADS. �`. \ \ `• �'! 1' + ' Ilk 4 BOLLARD DRIVE LIGHT SLV LIGHTINGRUSTY SLOT 80 E0, ���� + 8 ,1 BOLLARD 3. INSTALL DRAINAGE SYSTEMS PER MANUFACTURERS SPECIFICATIONS. INSTALL AT 2% MIN. SLOPE EVEN THOUGH ADJACENT OSTONE VENEER TO RAP J__- ,� .W:.O � O 1914.2 0 �C CC 614:6.0 _ STONE OUTDOOR F I REPLACE, HARDSCAPE SLOPE IT FOLLOWS MAY BE LESS. m THE FACE OF THE TERRACE; \-,, - C `� E08' • . U '` \\MIN 6" BELOW GRADE (TY \ E02' j' �� tw:.C) .0'/ 614:6.0' RE: ARCH FOR SPECS (TVP) I ADDRESS MARKER LIGHT FX LUMINAIRE MU-20-BZ 4. GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES, UNLESS SHOWN OTHERWISE IN GRADING DETAILS. 00 �= STONE VENEER ST UCTURAL .� 0', \ N 6 ' REVEGETATED SWALE AREA 5. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF WITHOUT LOW SPOTS OR POCKETS. SET FLOW LINES 0 C6 'S �\ ` % - `• ACCURATELY AND PROVIDE A MINIMUM 2% GRADIENT UNLESS OTHERWISE NOTED. WALL; STONE TO MATCH \ AROUND BOULDER WALL J \ \\. HOUSE WITH 3" BUFF STONE \ \ %E06' FOR DRAINAGE (TYP) 6. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE Al ItNTION OF THE OWNER OR LANDSCAPE \ ` \ \���\ ^-J ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. GAP; MAX HT. 6 -0- (TVP) / CUSTOM STONE AND CAS F 1 REP 1 T WITH 4 ,E04' BROWNSTONE BOULDER PEBBLE FINISH; SPEC TBD (TVP) 1. FINISHED GRADE AT ALL PLANTED BEDS AND LAWN SHALL BE FREE OF ROCKS AND DEBRIS W/ SMOOTH TOP SURFACE. ` `�� IRREGULAR FLASSTONE \ ' RETAINING WALL; MAX HT. 4'-O"; RAKE AND REMOVE ALL ROCKS GREATER THAN 3" @ NATIVE AREA WITHIN 15' OF DEVELOPED BEDS. �. STEPS; MORTAR SET; 1.5" '. BOULDERS TO STEP IN AND OUT SNOWMELT IRREGULAR FLASSTONE .` NOSE OVERHANG; \ AS POSSIBLE TO REDUCE TERRACE, MORTAR SET; COLORADO S. GRADING IS TO FIT WITH ALL EXISTING SITE ELEMENTS TO BE PRESERVED. COLORADO BUFF STONE; (4) LINEAR EFFECT OF WALL (TVP) BUFF; COLORS TO BE SORTED TO 15 October 2015 TAC C REMOVE PINKISH HUES (TVP) DD SET: 14 January 2016 @ 5.43" RISERS (TVP) ,'I STONE VENEER TO WRAP THE RECTANGULAR BROWNSTONE BOULDER WALL; CUSTOM STONE AND SAS �2' FACE OF THE TERRACE; MIN. BOULDERS AT FIRE PIT AREA TO BE I -6 \ FIREPIT WITH PEBBLE FINISH; \ DD SET REV: 18 February 2016 \ . SPEC TBD (TVP) 6" BELOW GRADE; STONE TO �f�/� ABOVE TERRACE ELEVATION AND HAVE A MATCH HOUSE (TYP) �" " -)-I'-6" MIN.-}- FLATTENED SURFACE FOR SEATING; WALL CD SET: 01 March 2016 HEIGHT NOT TO EXCEED 4-O (3) BROWNSTONE BOULDERS - / ( X/ CD SET REV: 25 March 2016 SEATING BOULDERS FOR FIRE \ FILTER FABRIC TO BE PLACED z w PLANTING AREA; RE: LANDSCAPE PLAN PIT AREA; 18" MAX. FROM AT BACKSIDE OF BOULDER X z Q o 00 Q I- < a. e o LARSE REGTANCULAR BROWNSTONE BOULDER CD SET REV: 26 April 2016 f�AGE OF HALL TO BE TERRACE HT. TO TOP OF HALL ANYWHERE BOULDER / )( 1 l II Y , c c . - < . - 'a " BOULDER, WITH A MIN. WIDTH o HALL, NOT TO EXCEED 6 -O . RE: STRUCTURAL BATTERED BACK RETAININO 15 ADJACENT TO _ X X ® BOULDERS ADJACENT TO STEPS 1- v- a FOR BOULDER WALL DETAILS OF I'-6". \ HARDSCAPE SURFACES (TVP) I _ X~d r SHALL BE 6" MIN. ABOVE FINISHED LANDSCAPE BOULDERS- GLEAN, i�ii �i Iii W w \ III=1 I H S I I I=III 111-- ` m o 0o o o PLANTINS AREA; RE: LANDSCAPE STONE OF HIGHEST ADJACENT STEP - UNBROKEN BOULDERS RANO INO 100 YEAR FLOODPLAIN LINE 111 111-III-111111=111-111=1 - Q o -4„,,,,- r- 9,o PLAN BURIED 6" MIN. BELOW LOWEST IN SIZE FROM 2'-6' IN DIAMETER. III-1 I I-III=111=1 I I=1 I I= o o o.,� ADJACENT STEP H11=111-1 11 -I (TVP) 111-111-111-111-111-1 H 4 _ - o g� ALL BOULDERS TO BE III-III-III-III-III1 TREAD III-III-III=III=III1 0 6" IMI . 'I`VARIES CO. BUFF FLAGSTONE TREADS .4' (111111121 SELECTED/APPROVED BY 1=III-III-111-III-III= r i l= l l= h RISERS -' I O.44' LANDSCAPE ARCHITECT PRIOR I-1 11-1 11=1 11=111=1 i .;-111=111=111=1I �.,•r I I-III-III-III-I 11=1 11=1 11=1 1=1 1=1 11=1 11=1 11=1 1=1 I I-111 ,O t;w TO DELIVERY TO SITE. 1/2"-3" JTS. FILLED WITH _ _ _ _ _ _ _ _ _ I CONCRETE SLAB �.�,�) 111-1 11-111=111=111=111=111-111=111=111=111=111=11 14 I - ,0y. TOPSOIL/ COMPOST MIX OR II-III-111-111-III=III=III=111-III=III=111=111 ;%o.: H- Title: 1-.•��.� =III-III=111=111=III-III=111=111=111=111=IIs o :� i HT. MORTAR BED +• .� HEIGHT VARIES SAND (SEE PLAN) -111-111-111=111-111-111=111=111=111=111_. . •O �o, Kri (4' MAX.) - =111=1 11=1 11=11 I-1 I 1-1 I I- �U`o o.� ,�••�. .: - I LAYOUT PLAN _ FLAGSTONE STEPPING =I ISI== 1=III-III=III=III=III=1111 ����� ARIES ' �'!�� . \ STONES III-III-I I 1=1 1=1 I I-III-III _ _ •�. r�o.a 1 I I-I -111-111-III-III-I ' , _ ��Vo I- ;. N a 1=111E-111=111=111=111E111 1111111111111111 ` I -� 1 = ,``�O�'oo►�. . a - L=:=/ FILTER FABRIC 1 I p�. N I II II I II I III II I II I II II I II II I I (\i' ��I 'j --'��� o` b�'MIN. a-- - _ _ _• toi■���i -111=1 1=111=111=1IIi I I i a a..� - - i - ii z z f_iiii�iiiiiiiiiiiiiiiiiiiiiiiii 1-111-111-111111=11I I I - ' I t a _ o �-i o0-i i elDRAIN ROCK • ..: . - ,7 •L ��: �I���7 -• G 1 1w Qo �JO o 0 op �� Ic 11=111=111=111=1 II- �►` \ I1-" PERFORATED DRAIN I I- I = 1 1 1-1 1 1 - _ Joo oovOOppo��o �oU ��p0o� )0 �OO�oo gU��OC -III=III=III=111=11_ (I I = a Q a o0�00QQ�00�� -III ?�-��J��� �T�?i O`? C� � O��2°f= 1�1��I� COMPACTED i asPIPE IN FILTER SOCK- --.`•'•r. 1 I 1 2 f��� �'�Qr ? _ - _ - - - _ )0 =111=111= 11- 1 HI 1 I-111-1 1-111-111-111-1 1-1 1I-111-111-111-111- I GRADE VARIES AT_ III-III-III-II1=1I =1� ROADBASE _ _ _ _DRAIN TO DAYLIGHT LOWER COURSE OF BOULDERS -II 1 1 ' I _ I 1 III- I=111-111-111-1111111=111111=111- BOTTOM OF -11 - - - _OO 1 _II 11 I I-III 1 I I I I I II II I-1 1 11= I I I=1 11=1 11=1 I-1 I -1 I I-1 I I-1 I I-1 I BOULDER WALL DUE COMPACTED I _ II 1SHALL BE BURIED A MINIMUM III-III- -11I =III=III=III=III= 0III-III-III-III-II TO EXISTING GRADE I I- I - -i� i i i i= 1 1=1 I I= = OF 1/3 HE INTO WRADE 1=111=111=111=11 SUBWRADE 1 -I I ' SAND SETTING BED ;,,�„�,,�,,�„� ,�, �. 1=111=111=111=111 CONDITIONS 1 i I-I I = 1 I-111-111-111-111-_:: . ..-.. - I=111-1I1-111=111 - -III- ' 1 I= 1-1 11=11 1 COMPACTED SUBSRADE 5" COMPACTED ROADBASE II-III-III-III-III-I - - - 1=III-III-III-III- NOTE: Scale: 1/8" = 1- �� 1 I COMPACTED GRADE III=11111111111111111111IIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111111= STRUCTURAL AND STEEL REINFORCEMENT 1 0 I' _ - PER ENGINEER'S DESIGN 4 DETAIL. Sheet: --. )) TYPICAL 4'-0" MAX. HEIGHT BOULDER RETAININS WALL FLASSTONEST i�i�I�1C STONES BACK TERRACE MULTI-TIER BOULDER MALL I�IITH PLANTINS AREAS (Z___ MORTAR SET FLASSTONE STEPS 3/4" = I'-O" (2) " = '_ " u = i u 3/4" = I'-0" Li D 3/4I O 3/8 I -O © Ceres Plus, LLC. 2015