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HomeMy WebLinkAboutDrawingsc i SCALE: 1/4"= V-0" DUMPSTER - WEST ELEVATION SCALE: 114"= T-0" DUMPSTER - EAST ELEVATION 20'-6" 81'-2" 46'-8" DUMPSTER - SOUTH ELEVATION SCALE: 1/4" = T -W DUMPSTER - NORTH ELEVATION SCALE: 114" =1'-0" 14' WEST ELEVATION SCALE: 3132"= T -W 88'-1 1/2- 6'-11 1/2"1 16'-3" , 48'-8" 16'-3" COLOR SCHEDULE COLOR NORTH SQ.FT. SOUTH SQ.FT. EAST SQ.FT. WEST SQ.FT. SIERRA SUNRISE MS86 79.11 Sf (3.1 %) 260.22 sf (9.6%) 120.13 sf (5.5°/0) 179.36 sf (8.8°/0) BROWN'S FERRY 445.08 sf (14.8%) 392.6 sf (14.4% ) 458.54 sf (21.0°/0) 253.31 sf (12.5%) OYSTER PNK08R 10.01 sf (0.3%) 32.55 sf (1.2°/0) 15.1sf (.6%) 22.46 sf (1.1°/0) 455A PEARL 38 Sf (1.4%) 145.55 sf (5.3°/0) 60.66 sf (2.7%) 108.22 sf (5.3%) 450 CLOVER 904 Sf (32.3%) 1,301.5 Sf (47.9%)1,045.6 sf (47.9°/0) 912.54sf (45.0%) 110 VAN DYKE 271.85Sf (9.06%) 427.1 Sf (15.7%) 397.64 sf (18.2%) 386.04 sf (19.0%) MEDIUM BRONZE SR 21.91 sf (0.73%) 80.65 sf (2.99/6) 30.61 sf (1.41/6) 26.25 sf (1.3°/0) ELECTRIC BLUE 16.96sf (0.57%) 0 Sf (0%) 0 Sf (0%) 0 Sf (0%) DARK BRONZE 397F142 857.75 sf (28.5%) 0 Sf (0%) 53.66 sf (2.4%) 138.33 sf (6.8%) MEDITERRANEAN BLUE #4652 128.68 Sf (4.2%) 0 Sf (0%) 0 Sf (0%) 0 sf (0%) SW 7034 STATUS BRONZE 0 Sf (0%) 71.64 sf (2.60/6) 0 sf (0%) 0 sf (0%) EAST ELEVATION SCALE: 3132" =1'-0" to I 7'-9" 19'-3" 33'-7" COLOR (ACCENT) 109'-2" 70'-8" Date issued/revised 07 JAN 2013 - FOR REVIEW 08 FEB 2013 - CITY COMMENTS 28 FEBRUARY 2013 - CITY COMMENTS LEGAL DESCRIPTION: A TRACT OR PARCEL CONTAINING 0.9541 ACRES OR 41,559 I DARE FEET OF LAND, SITUATED IN THE J.E. SCOTT SURVEY, ABSTRA T NO. 50, BRAZOS COUNTY, TEXAS BEING ALL OF LOTS 9, 10 AND 11 F REDMOND TERRACE FIRST INSTALLMENT, MAP OR PLAT THEREOF RECORDED IN VOL. 314, PG. 618, B.C.D.R. CONVEYED TO BK L PARTNERS NO. 2, LTD. IN VOL. 7207, PG. 36, B.C.D.R. AND i LL OF A CALLED 0.3642 ACRE TRACT CONVEYED TO BKXL PARTNERS N 2, LTD. IN VOL. 7207, PG. 27, B.C.D.R., WITH SAID 0.9541 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS WITH ALL BEARR GS BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL Z NE (NAD83); BEGINNING AT A CAPPED 5/8 INCH IRON ROD STAMPED "WINDROSE LAND SERVICES" SET ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF TEXAS AVENUE (A K A. STATE HIGHWAY 6) MARKING THE MOST EAS -11 LY NORTH SQ.FT. EXTERIOR MATERIAL AND FINISH SCHEDULE CODE MATERIAL LOCATION MANUFACTURE COLOR (' A� STONE STONE VENEER WAINSCOT DAL -TILE SIERRA SUNRISE MS86 392.66 sf BRICK BRICK VENEER PINE HALL BROWN'S FERRY 15.10 sf CAST STONE WAINSCOT CAP THE ARK OYSTER PNK08R DQ E.I.F.S. - TRIM TRIM DRYVIT 455A PEARL (: ) E.I.F.S. -1 SIGN BAND DRYVIT 450 CLOVER 39.97 sf E.I.F.S. - 2 PILASTER DRYVIT 110 VAN DYKE © CAP FLASHING COPING UNA-CLAD MEDIUM BRONZE SR U CAP FLASHING COPING (ACCENT) UNA-CLAD ELECTRIC BLUE Q CANOPY METAL CANOPY FLUROPON DARK BRONZE 397F142 0 Sf `AWNING ENTRY AWNING (ACCENT) SUNBRELLA MEDITERRANEAN BLUE #4652 0 sf H.M. DOOR REAR DOORS SHERWIN WILLIAMS SW 7034 STATUS BRONZE �LL STOREFRONT ALUMINUM FRAME FLUROPON DARK BRONZE 397F142 ® DOWNSPOUT REAR WALL UNA-CLAD MEDIUM BRONZE SR SQUARE FOOTAGE TOTALS BUILDING FACADE TOTAL EXTERIOR INSULATED FINISH SYSTEM (E.I.F.S. -1, E.I.F.S. - 2 & TRIM) MASONRY (STONE, CAST STONE AND BRICK) STOREFRONT GLASS METAL (CAP FLASHING, DOWNSPOUT, H.M. DOORS) EAST ELEVATION SCALE: 3132" =1'-0" to I 7'-9" 19'-3" 33'-7" COLOR (ACCENT) 109'-2" 70'-8" Date issued/revised 07 JAN 2013 - FOR REVIEW 08 FEB 2013 - CITY COMMENTS 28 FEBRUARY 2013 - CITY COMMENTS LEGAL DESCRIPTION: A TRACT OR PARCEL CONTAINING 0.9541 ACRES OR 41,559 I DARE FEET OF LAND, SITUATED IN THE J.E. SCOTT SURVEY, ABSTRA T NO. 50, BRAZOS COUNTY, TEXAS BEING ALL OF LOTS 9, 10 AND 11 F REDMOND TERRACE FIRST INSTALLMENT, MAP OR PLAT THEREOF RECORDED IN VOL. 314, PG. 618, B.C.D.R. CONVEYED TO BK L PARTNERS NO. 2, LTD. IN VOL. 7207, PG. 36, B.C.D.R. AND i LL OF A CALLED 0.3642 ACRE TRACT CONVEYED TO BKXL PARTNERS N 2, LTD. IN VOL. 7207, PG. 27, B.C.D.R., WITH SAID 0.9541 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS WITH ALL BEARR GS BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL Z NE (NAD83); BEGINNING AT A CAPPED 5/8 INCH IRON ROD STAMPED "WINDROSE LAND SERVICES" SET ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF TEXAS AVENUE (A K A. STATE HIGHWAY 6) MARKING THE MOST EAS -11 LY NORTH SQ.FT. SOUTH SQ.FT. EAST SQ.FT. WEST SQ.FT. -" _ ! CORNER OF A CALLED 3.956 ACRE TRACT CONVEYED TO BRIGHT CORPORATION IN VOL. 1375, PG. 284, B.C.D.R., SAME BEING NORTHERLY CORNER OF THE SAID 0.3642 ACRE TRACT AND OF HEREIN DESCRIBED TRACT; THENCE SOUTH 50 DEG, 15 MIN. 41 SEC. EAST, ALONG AND SAID SOUTHWESTERLY RIGHT OF WAY LINE OF TEXAS AVENUE, BEING THE NORTHEASTERLY UNE OF LOT 11, BLOCK 3 OF SAID REDMOND TERRACE AND OF THE SAID 0.3642 ACRE TRACT, A OF 135.00 FEET TO A CAPPED 5/8 INCH IRON ROD STAMPED "WINDROSE LAND SERVICES" MARKING THE NORTHWEST CUTBACK OF THE INTERSECTION OF THE SAID SOUTHWESTERLY RIGHT OF OF TEXAS AVENUE, WITH THE NORTHWESTERLY RIGHT OF WAY REDMOND DRIVE (BASED ON A WIDTH OF 50 FEET), FOR A POINT CURVATURE; TNCE HEINA SOUTHEASTERLY DIRECTION, ALONG SAID CURVED! AN ARC DISTANCE OF 39.27 FEET, WITH A ''CURVE TO THE RIGHT, A RADIUS OF 25.00 FEET, SUBTENDING A CENTRAL ANGLE OF 00 MIN. 00 SEC., AND HAVING A CHORD BEARING AND DISTANCE SOUTH 05 DEG. 15 MIN. 41 SEC. EAST, A DISTANCE OF 35.36 THE SOUTHEAST CUTBACK CORNER OF SAID INTERSECTION, FR A 1/2 INCH IRON ROD FOUND FOR REFERENCE BEARS SOUTH!! 53 MIN. EAST, 0.5 FEET; THENCE SOUTH 39 DEG. 44 MIN. 19 SEC. WEST, ALONG AND NORTHWESTERLY RIGHT OF WAY UNE OF SAID REDMOND DR DISTANCE OF 143.30 FEEL TO AN "X" IN CONCRETE FOUND MbRKING POINT OF CURVATURE; THENCE IN A SOUTHWESTERLY DIRECTION, ALONG THE SAID NORTHWESTERLY RIGHT OF WAY LINE OF REDMOND DRIVE, AN OF 168.27 FEET, WITH A CURVE TO THE RIGHT, HAVING RADIUS OF 200.00 FEET, SUBTENDING A CENTRAL ANGLE OF 48 MIN. 25 SEC., AND HAVING A CHORD BEARING AND DISTANCE 63 DEG. 50 MIN. 31 SEC. WEST, A DISTANCE OF 163.35 FEET] 5/8 INCH IRON ROD WITH CAP STAMPED "WINDROSE LAND SERVICES" FOUND MARKING THE COMMON SOUTHERLY C R LIGHT E MOST THE ITH THE SAME DISTANCE CORNER WAY LINE INE OF OF CUTBACK, HAVING 90 DEG. OF FEET TO M WHICH 04 DEG. WITH THE A A CDISTANCE A DEG. 12 OF SOUTH TO A 79.11 sf 260.22 Sf 120.13 sf 179 Sf 445.08 sf 392.66 sf 458.54 sf 253.31 Sf 10.01 Sf 32.55 sf 15.10 sf 22.46 sf 8924 sf 145.55 sf 60.66 sf 108.22 sf 1,080.48 sf 1,301.57 sf 1,045.68 sf 912.54 sf 271.85 Sf 427.13 sf 397.64 Sf 386.04 sf 21.91 sf 39.97 sf 30.61 sf 26.25 sf 16.96 sf 0 Sf 0 Sf 0 Sf 64.38 sf 0 Sf 53.66 sf 0 sf 128.68 sf 0 -if - = - - - sf 0 sf 0 sf 63 sf 0 sf 0 Sf 793.37 sf 0 Sf 0 Sf 138.33 sf 0 sf 40.68 Sf 0 sf 0 3,001 sf 2,712 Sf 2,182 sf 2,027 sf 1,442 Sf (48.0%) 1,874 Sf (69.1%) 1,504 Sf (68.9 %) 1,407 Sf (69.4 %) 534 Sf (17.8 %) 685 Sf (25.3°/0) 594 sf (27.2 %) 455 Sf (22.5%) 793 sf (26.4 %) 0 Sf (0 %) 0 Sf (0 %) 138 sf (6.8°/0) 39 sf (1.3%) 152 sf (5.6 %) 31 sf (1.4 %) 26 sf (1.3 %) 145 sf 4.9% ( ) 0 sf (0 %) 0 0 sf (0 /0 ) 0 0 sf ( 0 to ) 0 NER OF LOTS 8 AND 9 OF SAID REDMOND TERRACE, FOR THE MOST SOUTHERLY CORNER OF THE HEREIN DESCRIBED TRACT; THENCE NORTH 02 DEG. 11 MIN. 46 SEC. WEST, ALONG AND :WITH THE COMMON LINE BETWEEN SAID LOTS 8 AND 9, A DISTANCE OF 124.63 FEET TO A COTTON SPINDLE FOUND MARKING THE MOST SOUTHERLY 19'-3" CORNER OF THE SAID_ 3.956_ACRE_TRACT, THE COMMON NO I ERLY CORNER OF LOTS 8 & 9 AND A WESTERLY CORNER OF THE AEREIN F DESCRIBED TRACT; THENCE NORTH 39 DEG. 44 MIN. 19 SEC. EAST, ALONG AND � ITH THE SOUTHEASTERLY UNE OF THE SAID 3.956 ACRE TRACT, SAME BEING THE NORTHWESTERLY UNE OF SAID LOTS 9 & 10, A DISTANCE OF 124.70 777: 77 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE MOST ESTERLY CORNER OF SAID LOT 11, FOR AN INTERIOR CORNER OF THE HEREIN DESCRIBED TRACT; Y ti x'ri _ ... r,„ ,..} y Jaz+ 3a .7 xa a ; 5 ''^=�;r•t: r:,u....a,• i >,- k "s . z - ,��.� THENCE NORTH 50 DEG 15 MIN. 41 SEC. WEST. A DISTANCE OF 10.00 !�' i�. �'�. ��q � �, Ve"Y�'��`�tr•�.L, �: �. ..:�'y� $�.. h'��` �rr1. a=x �r�t� i�:t �''����� r 5+�.. �. ;�, ., ��• i..: .'�R � , df� s..,r > �£, �'. ' S . �'�3..,a%'"if' "' ., r N,ff Y Fa �, x. -. �'• +r'-.�`t�'kl t „�: �s� .� ,, Cii hrs . '',�� ..,ta =t-� �� .;�, � c. Ctrs t� x.. :t � ���� , _ s� �•;'� � �� €a rt �. �Y:. :' '. _:. E.r, : �: � ,, �. �;� , .��t .,� �� „�3: �r~ .. ,�,� .vim «�� .f,,, _ ,, . ., � ,,�• ,9; ��< I FEET TOA 1/2 INCH IRON ROD FOUND MARKING AN INTERIOR ;CORNER „... .. � .y -..,: ��u*�� #• *�,�;, s ? -;� ��� �* ,�'. � .. Lrx•.v�t '� .t�, :. `'.`?"�,�-� �`, `�rx, t,�� a,"`;Bx. s..�<.^m� t - " a..:a 'E����,.4-.... r ,x, r ,w '�'x •t',4-d.'h mk.,. -Pw •fir #h:., :` . _C-. „k, - ..,�� ,-t - - ,� _ .� �� ��. � �-�'Yr rr ;��.�,�,y��; i�.4�� •� . �,��'��� �-��� , �. .,. ,: itI OF THE SAID 3.956 ACRE TRACT AND A WESTERLY CORNER OF THE e - HEREIN DESCRIBED TRACT; x�• -..., F •.:"{r s'-` r .. a i : x`: k`Y.! s `t,•r hr a s ,�aw'ta �w'TM,.o .+f •t ,..,�pa.:'4, ..��` ,,.. i : , 2 a.= =-�i 7; <; ,:, v+ ?i .rr''{,�i.: - ls"�*. �^s•; "S ,.k*x ,,�,.�• U {�,w �: ; � � � � _ ��� ,�� Y,, : ,�-,�? ,:.�a�.xu � ����� N THENCE NORTH 39 DEG 44 MIN 19 SEC. EAST, ALONG ANDNITH THE I, I ,� *. � .�•�� � � �,- ��;� � � �. �: :� �,� t$��� a•�. y�,� � �� � ��� .� � : � SOUTHEASTERLY UNE OF THE SAID 3.956 ACRE TRACT A DISTANCE OF „�`"-'`ta r:'a�3...•.: G: 0 n' c Yee.; .. ..d .._ •xrx"'r.rv�,�,,.. ?:y,., l'i:s:as't';`Si?. c>raa ,Esn �-`'x".�.. t��f N 100.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.9541 '���'� ACRES OR 41,559 SQUARE -FEET OF LAND SURVEYED BY WINDROSE LAND {. SERVICES, INC., JOB #39513WC. IBM APPLICANT: D K G A cB MITCHELL & MORGAN, LLP - 0 REVUE SOUTH ELEVATION SCALE: 3/32" = '°' O+ API '. � Amtj. ' F T -W r. V MAR 2 5 2013 511 University Drive East, Suite 204 College Station, Texa, s 77840 979-160-6963 DEVELOPMENT 109'-2" LAT FILED: OWNER: 7'-10" BILL Partners Not LTD H E 6363 Woodway, L uite 950 I Houston, Texis 77057 a z 713 158 5151 S � �� �t �''-4r S s^s k �. ���•�z�.z �T'{i r -x S' �s�� �� "k�'� � lw��Sxr �F t�� li . t' 'r z ���'� u� v � z� '� - �U: �, F 3:. { n4 � li�' ..sat '�� i.. ik;{�,,it�x �.' xi}.> r.;: � e �•'� xr ;`N 'ggg s. e _ . a 1 . k. y 4 'l- •� ? •- ?a., '<a.. - u F (-.M ' t{ tc .: v tax S . ��i,gam•€... a'*x .� is � . t..: .. 'tis•. , ��a. �; uw: a„^F_ .J. , x.;{.. ,sS .}� .. c .:. 3 � ar ,;a,w.t i .. �nh:.., �` x, n.s,'-.2 . �x. ., =5... , ra.. , a.. �i a . � 'S „ • � ` � �` ,.: �°. u�. :�-.,,< rte;,_: :h x -. �., i•�,., ^u�' .= ..� •,.�• :.,.. .: r�'r xa � � rY k��,r, �' s. '` , �,<r,�, sr4 t • '�' x �k � 3. «. � '�S'. w" u, � � .',°�r.,x�� �,r;: �.r i�'�?�:r•. ,1< - `� £�.�.�'k ��ur�, I < ,� a ,� x � .� v; s... 7�^:� .,:�„a. �c s. "�s .t'4h`�t:t„'" , S �',`-� 3 :'sy".-r,. � h � , � „� � '��,•� z �}' Y S s I � _ REDMOND - - �` ;�, '�tS-'�"„ �k-. °: a -:, zy�.��.�; ��. sct.`� 'L c• s'y. a 'S a fC •y� e . *. $�S t` -'�:Y: a ru'y:�-�-�� .§i:�:.��} µ Y7� d � .. �:,.. �'+' -wF`� . ��, . ��i,' +.� �. -"� G's'� - �t' s ry,. � .��,r� .1.0+%x: `"- '}.c .r� �.a� .ar'f a-, �i`'` �'i ,_.s^;;r-,,�;�,.r�. F, �' -#.a .. � F..>� �•. .,:s„i � ; ,�� a`3?,'3 �� r ��. y"��..,4'�'�i �'"s��s'�uaaFs �€ �Y�'Fi•,��r"�*-:�F�� x,.,.�::.e'#'s`r F v. � '� � ��.~£'rx.+�S."r �sa,.`r='..�4, �',�.0 'r ' t�� zr�� a-��� ri '�., >�x. ?�s ��� � �� x ��•�,�� ��_���������,�����,������:����� � x _ N 1 SHOPPING CE TER 1 NIN SOUTH TEXAS AVE. AT REDMOND DRIVE �f N 317 & 321 REDMOND DR. Lk rl o COLLEGE STATION, TEXAS 77840 a- ,; lam �•r��:. �_I�� ,x p' �w „�i.s. . I y ..7Fp . , • Project No. 06022 Drawn RW D C J L A B Checked BS NORTH ELEVATION a �� SCALE: 3/32"= T-0" e4k'anningm,i COLORED ELEVATIONS `� ► 3 Sheet No. �` 3 Bars @ 18" O.C.E.W. OR 4 Bars @ 24" O.C.E.W. f. Contact Josh Norton @ Atmos Gas (Gas) 764-3570 6 Stabilized Subgrade 2. All construction shall be in accordance with the current . City of College Station (C.S.) Standard Specifications for Street xx/ /�X� /\�/\�/\ Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All 6963 inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of PARK/NG STALL CONCRETE PAVEMENT DETAIL C.S. City Engineer. F-1443 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the NTS (PER GEOTECH RECOMMENDATIONS) City Engineer for any substitution prior to Construction. Requests for changes should include product information and an ',204 24' 6' PLAN & DESIGN SPECIALISTS CIVIL ENGINEERING',, engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes HYDROLOGY + UTILITIES (min) SITE PLANS -SUBDIVISIONS and redesigning based on contractors requests. www.mitchellondmorgon.com F, irm F-1443 3/04/13 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, ( T ............. ................. VERONICA J B MORGAN 3 Bars ® 12" O.C.E.W. OR state and local regulations. 'S's NAL SNAL� MARCH 2013 Designed by: #4 Bars @ 18" O.C.E.W. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall KWB Checked By: JM,VJBM 4-)4J 6.. 3500. PSI Concrete be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard N r O LL o W p ;g o V) rd� 0 0) L •r J C L Q �v work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the a u 1 4J V) 0 0 n _JJ `1 N _ 00 U X curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities 5\/�x\ � Stabilized Subgrade near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City \� of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. STANDARD CONCRETE PAVEMENT DETAIL All materials and equipment shall be both furnished and installed unless otherwise noted. NTS (PER GEOTECH RECOMMENDATIONS) 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded." 6" 6" 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not .,p 3.. (min) separate pay Items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. �b 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. 3" 13. The contractor is responsible for traffic control. This is not a separate pay item. , 2, 77� 14. Temporary spoil areas will be identified on site by owner. °: �-#4 Bars @ 18" O.C.E.W. i 3000psi CONCRETE BIKE RACK DETAIL NTS FL AS SHOWN ON PLANS (0.25% MIN) TRENCH GRATE DETAIL N.T.S. 2.00' Note: A cast–iron plate covering shall be installed 1.00' in locations where the flume is constructed under the sidewalk. The cast–iron plate shall sit flush with the top of the sidewalk and be bolted in place. This shall be accomplished A 02 by constructing a recessed notch in the top 6 1411 inside edges of the flume. 2" i SM, 21 ��03 Bars \ L= 167.89', T=89.25'—_��\ C=163.00' B=S 63'56'10" W CONSTRUCT NEW CURB EXISTING WATER METER • SS_ ck FLUME o� ' — SS SS- EXISTING SANITARY T EXISTING MANHOLE SEWER EXISTING CURB TO BE REMOVED– CONTRACTOR TO �� \ �_•„� PROVIDE NEAT SAWCUT i BORE WITH 14" STEEL CASING #3 Bar 15" o.c.e.w. "U" FLUME DETAIL NTS 44.3 SF COT 23 F SiTE 41 C/X"` tR RESERVED TRACT REMOND TERRACE FIRST INSTALLMENT 188/295 N/F SGP DEVELOPMENTS, LLC 8559/234 ZONING: PDD EXISTING OVERHEAD ELECTRIC 2' CONCRETE a N 50'08'13" DRAINAGE_ FLUME 9'99 N 39'49'57" E 19r,-,7 -'—RB;-Lfci-I-Rp �y WATER METER ,PROPOSED 2" IRRIGATION METER PROPOSED 5' SIDEWALK CONSTRUCT J NEW CURB PROPOSED WATERLINE )6WL— EXISTING WATER VALVE VICINITY MAP (N.T.S.) ..- R53' / 0.046 ACRE / ACCESS EASEMEO 7207,/12 EXISTING RETAINING EXISTING MANHOLE WALL / EXISTING E ISTING r RETAINING M NHOLE WALL END ( �. S EXISTINGs N 39'29'18" ES CNO EXISTING CTI:5-)h' I GAS VALVE I 99 98' ; ` EXISTING STORM ;_SEWER _SEWER CURB INLET ` RCtv10b'E–EXiSTtNG (� ,,.... a-�� 434 SF 0 'n4 i.non' NTS 1 REVIEW ED F" O�_ MAR 25 2013 EVEL®PMFN S ; =S PLAT FILED- �a EXISTING DRIVEWAY ENTRANCE FROM TEXAS AVE. it-YA&19 >-15' BUILDING S 39'53'15" W — SETBACK X44.76' MEASURED 20' UTILITY EASEMENT VOL 7750/PG 223 10' PARKING SETBACK I o C M N �z 0 1T P M n, C] RCQl11R ,. ,.. I '`I Vit• EXISTING SANITARY SEWER EXISTING R=25.00C3 4 : MANHOLE rii D=90'10'43" CONSTRUCT NEW �CURB11L=39.35' 4: lel T=25.08' .14 {� LC _35.41. NOT � n�° REDMOND DRIVE (50 ROW EXISTING CB -S 05,208 E ig ` WATER METER EXISTING EXISTING 6" WATER LINE ,! WATER VALVE EXISTING SIGN ' 6 -WL �,, 6 -WL EXISTING FIRE X4STING _ _ HYDRANT WATER MET=R RE VIE 1L I COMPLIANCE MAR 2 5 2013 COLLEGE STATICS EN INEERIN M MITCHELL I Ra VA -1 N MORGAN T.979.261 6963 F.979.26�� .3564 i TX. FIRM # F-1443 511 UNIVERSITY', DRIVE EAST SUITE ',204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS CIVIL ENGINEERING',, IN + HYDRAULICS HYDROLOGY + UTILITIES • STREETS SITE PLANS -SUBDIVISIONS www.mitchellondmorgon.com F, irm F-1443 3/04/13 E... OF ( T ............. ................. VERONICA J B MORGAN ................... P, 7768) 'S's NAL SNAL� MARCH 2013 Designed by: VJBM Drawn By: KWB Checked By: JM,VJBM 4-)4J �L W ,n N r O LL o W p ;g o V) rd� 0 0) L •r J C L Q �v .4.1 I C V a u 1 4J V) 0 0 n _JJ `1 N _ 00 U X rn i I' O I j N ry I `y L�. LJJ U z O r Q)�pp,��.��.�ii..Il. yid � ATE O D Q) L6 y F 0 Of 07 Sheets LANDSCAPE ROCK SOLID SOD - NOTES: I. CONTRACTOR SHALL APPLY FOR AND PROCURE ALL REQUIRED 'PERMITS PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL 1-0CATE ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. CONTACT ALL UTILITY COMPANIES MINIMUM 48 HOURS PRIOR TO ANY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH. ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF THESE UTILITIES. B. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNONN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN FORESEEN IN THE DESIGN. SUCH CONDITIONS SHALL BE BROUGHT UP TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY. NECESSARY CHANGES DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 4. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER SUBCONTRACTORS ON THE JOBSITE AS REQUIRED TO COMPLETE CONSTRUCTION. 5. CONTRACTOR TO PROVIDE SAMPLES OF EACH SHRUB AND GROUNDCOVER SPECIES OR NURSERY SOURCE FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL PLANTS ARE TO BE SPECIMEN QUALITY, FULL POT AND HEAD,. SYMMETRICAL FOLIAGE AND BRANCHING STRUCTURE. SHRUBS SHALL BE FULL TO GROUND. PLANT MATERIAL OF THE SAME SPECIES SHALL BE OBTAINED FROM THE SAME SOURCE. MATERIAL SHALL BE SNIPPED DIRECTLY FROM NURSERY AND NOT FROM CONTRACTOR'S HOLDING YARD AFTER AN EXTENDED PERIOD. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL THAT DOES NOT MEET SATISFACTORY EXPECTATIONS OF LANDSCAPE ARCHITECT. -4 -LIVE OAK 21 -DNF BURFORD HQ °s 051 F s w� L 6—WL I- do �Ty SCALE: 1" - 20'-0" PLANT LIST SYMBOL SIZE NAME t TYPE QTY POINT VALUE POINTEI + 2.5"cal. LIVE OAK Quercus virginiana 16 150 2400 (Canopy Tree) 1.25"cal. SAVANNAH MOLLY 4 40 160 AND Ilex opoco "Savannah" LARGER (Non -canopy Tree) I 5-6' 5 40 200 O 1.25"cal. NAX MYRTLE AND D- .....Mer c i a cerifera LARDER (Non -canopy Tree) 5ga1 DWARF BURFORD HOLLY IBB 10 1380 Ilex cornuto 'Dwarf Burfordii' (Shrub) 5gal KNOCK -OUT ROSE 22 10 220 Rosa x Radraxx (Shrub) +$+ lgal ASIAN JASMINE 34 1 34 Trachelospermum asioticurn (Shrub not for screening) ±r lgal FOXTAIL FERN 54 1 54 Asparagus sprengerii 'Foxtail' (Shrub not for screening) sod COMMON BERMUDA Cynodon dactylon 4448 STREETSCAPE: TEXAS AVE. = 15q' (15q / 50) X 500pts = g54pts (159 / 25) = 7 CANOPY TREES REDMOND DR. = 284' (264 / 50) X 500pts = 1704pts (284 / B2) = q CANOPY TREES POINTS PER PROJECT AREA: 41/561 SQ FT OF SITE AREA 41/561 / 1, 000 = 41.56 41.56 X 30 = 1247 Pts POINTS REQUIRED = Bg05pts POINTS PROPOSED = 4448 pt 3-5-13 DEVELOPER: EXCEL COMMERCIAL REAL. ESTATE 6363 Woodway, !Suite 950 Houston, Texas 77057 7131458 5151 APPLICANT/ARCHITECT: OSBORN & VANE ARCHITECTS 2000 Ilering Drive, uite 410 Hous�on, Te as, 77057 713 781 5262 Fax 713 781 5347 Members American Institute of chitects LANDSCAPE ARCHITECTURE 18135 FM 362 Navasota, TX 77868 832-428-1209 It REDMOND SHOPPING CENTE SOUTH TEXAS AVE. AT REDMOND DRIVE 317 & 321 REDMOND DR. COLLEGE STATION, TEXAS 77840 I Project No. Drawn Checked ff ■ ■ o**4opiannin Sheet No. L- I - _ _ 'i 1J Ci i, l: j..�J'.•'7.'1-iG ILS .i.•'1,.�!.�1..T �l.i. .. - _ - - /' I15 FEB 2013 - FOR REVIEW PLANTING : . 05 MARCH 2013 COMMENTS . PART 1 GENERAL A. Sharp Sand: Sand shall be thoroughly washed, coarse grade shape, construction or brick sand, PART 2 PRODUCTS 1.01 RELATED DOCUMENTS free of clay balls, weeds, and grass. So-called cushion sand, blow sand, or creek silt is not 2.01 SOD acceptable for substitution where sharp sand is specified. A. Sod shall be nursery grown Common Bermuda sod having a healthy, virile root system of dense, Drawings and General Provisions of Contract, including General one] Supplementary B. Herbicide thickly matted roots throughout the soil of the sod for a minimum thickness of 1 inch. Sod shall be Conditions and all applicable specification sections, apply to this, se5tion. 1. Pre -emergent herbicide shall be Eptam 5G by Green Light Co., P. 0. Box 471, Missouri City, TX, free of noxious weeds and undesirable native grasses. Soil attached to the sod shall be free of 1.02 . DESCRIPTION OF WORK9 . - vequal. stones and debris. approved o a 77 59 713 438 6824 r 4 P - A. This Section specifies the requirements for providing planting materials and their 2• Contact herbicide shall be Roundup by Monsanto, 800 N. Lindbergh, St. Louis, Missouri, 63167, B. Sod shall have been mowed within 7 days of being stripped. Sod shall be provided in rectangular installation as indicated and scheduled. (314) 694-1000, or approved equal. pads of not less than 12 inches nor more than 24 inches. Dry sod will be rejected. 1.03 QUALITY ASSURANCE D. Bark Mulch for top dressing: Organic mulch free from deleterious materials and suitable for top - A Installer: Installation of planting work shall be performed b a single firm dressing of trees, shrubs or plants. Mulch shall be composted, well rotted, shredded hardwood mulch; 2.02 TOPSOIL P g P Y g 9 P A. Provide topsoil which is fertile, friable, natural loam, surface soil, free of subsoil, clay lumps, brush, specializing in landscape and planting work. Contractor shall be licensed by the black or dark brown in color. Enriched Bark Mulch for bed prep shall be as above with additional P Y P - Texas Association of Nurserymen, shall possess an agricultural certificate, shall be a organic of peat and/or manure. weeds and other litter, and free of roots, stumps, stones larger than 2 in any dimension and other Y P g extraneous or toxic matter harmful to plant growth. licensed est applicator, and shall have not less than 5 years of experience in this E. Root Stimulator: Shall be Hi -Yield Root Stimulator 5-12-3, by Voluntary Purchasing Group, P. 0. P 9 . P B Obtain topsoil only from naturally, well -drained. sites where topsoil occurs in a depth of not less type of work. Box 460, Bonham, TX, 75418, (214) 583-5501, or approved equal. Spreader sticker as needed. . yp than 4". Topsoil shall not be collected from sites that are infected with growth of or the B. Quality Control F. Fire Ant control: Durzban or 1% Diazanon Granular as manufactured by Green Light Projects Co., reproductive parts of noxious weeks, especially nut grass. Topsoil shall not be stripped, collected or Y San Antonio, TX, 78217 or Logic by PBI Gordon; Kansas City, M0. ' 1. Trees, Shrubs, and Groundcovers: . a with Adjuvant distributed b Esco Distributors 514 W. 25th Street, Houston, deposited while wet. Topsoil: shall not be excessively acid or alkaline or contain toxic substances G. Insecticide: Lindone J y a. Provide plants of quantity, size, genus, species and variety shown and which may be harmful to plant growth. Topsoil shall be without admixture of subsoil, . scheduled for planting work and complying with recommendations and TX, 77008, (713) 864-7771. 0 2.03 FERTILIZER . H. Planting Backfill Mix: Shall be 33% topsoil, 33% sharp sand, and 33% enriched bark mulch r A. Fertilizer shall be granulated fertilizer with an analysis of 16-8-8 + iron, unless otherwise - requirements of ANSI Z60.1 American Standard for Nursery Stock. 9 Y approved commercially available planter's soil mix. Add fertilizer as per specifications. Contractor indicated. The figures in the analysis represent the percent of nitrogen, phosphoric acid and potash Provide healthy, vigorous stock; grown in recognized nursery in shall submit source or sample to Landscape e Architect. P P nutrients respectively. "vim,! LAY SOD IN A STAGGERED accordance with good horticultural practice and free of disease, insects, 1. Topsoil "" + i P B. Fertilizer shall be uniform .in composition and dry. Fertilizer shall be furnished in unopened ,r,.,, �!+ PATTERN. BUTT THE STRIPS eggs, larvae and defects such as knots, sun -scald, injuries, abrasions, or 1. Provide topsoil which is fertile, friable; natural loam, surface soil, free of subsoil, clay lumps, brush, containers labeled to indicate the analysis of the contents. Caked or otherwise dama ed material I . - ;disfigurement: weeds and other litter, and free of roots, stumps, stones larger than 2 inches in any dimension and will be rejected. y 9 ""'r"" TIGHTLY AGAINST EACH OTHER. b. Label each plant with securely attached waterproof tag bearing legible designation other extraneous or toxic matter harmful to plant growth. PART 3 EXECUTION i�� J "" DO NO LE E SPACES AND DO of botanical and common name. 2. Obtain topsoil only from naturally, well -drained sites where topsoil occurs in a depth of not less 3.01 INSPECTION \,� , "„,�, ISN T AV i' . . than 4 inches. To soil shall not be collected from sites that are infected with growth of, or the Surfaces indicated to Sodded shall be inspected to verify that all preceding work },�yr,i NOT OVERLAP, A SHARPENED . 2 Com Compliance: Ship planting materials with Certificates of Inspection as re wired b P A be h < in the area P P P 9 P q Y P Y P 9 o 'ties. Comply with all applicable local state and federal requirements reproductive parts of noxious weeds, especially nut grass. Topsoil shall not be stripped, collected or has been completed. Sodding shall not start until all preceding work has been completed. i�v MASON'S OWEl_ IS A HANDY governing author p y pp I r a regarding materials methods of work and disposal of excess and waste materials. deposited while wet. Topsoil shall not be excessively acid or alkaline or contain toxic substances which 3.02 SODDING +�� r A N S TR . g 9 P +�� """' TODL FOR TUCKING DOWN THE 3. Substitutions: Do not make substitutions unless approved in writing b Landscape. may be harmful to plant growth Topsoil shall be without admixture of subsoil. A. Preparation PP g Y _ P 1. Strip existing vegetation and 1 inch of existing soil from all areas to receive' sod not stripped and ENDS AND TR I M M I N PIECES Architect. If specified planting material is not obtainable, submit proof of non availability to Landsca e: Architect together with proposal for use of equivalent material. Contractor 2.02 PLANT MATERIALS graded under previous pork or contract. p 9 P P q • A. Shrubs and Groundcover: Provide specimen quality plant material as described in Construction 2. After stripping, loosen soil to a depth of 1-1/2 inches prior to laying soda Remove all stones, shall submit proposal in a timely manner as to not impact protect completion or roots vegetation, rubbish debris and other foreign matter 1" in diameter or larger from the to installation of other work: Documents. Each individual species of plant material shall be obtained and provided from a single g g g p APPEARANCE OF GOOD SOD . source. 2 of soil. No foreign. matter may be buried on site. Hand rake to achieve smooth grade. I 4. Analysis and Standards: All packaged products shall be delivered in original PART 3 EXECUTION 3. Fertilizer shall be uniformly spread over the topsoil at the average rate of 400 lbs. per acre and manufacturer's sealed containers. For unpackaged materials, submit analysis by recognized 3.01 PREPARATION I shall be raked into the topsoil to a full 2=inch depth. - laborator made in accordance with methods established b. the Association of Official 4. Immediately prior to placing sod, the fertilized topsoil substrate shall be lightly moistened. Y Y A. Grading Agriculture Chemists wherever, applicable. 1. Strip existing vegetation and soil in areas to receive planting and grass to depth shown on B. Installation 51-i00TS OR GRASS GLADE . 9 PP P 9 9 P 9 9 P 1. All sod shall be careful) aid in parallel rows in a smooth manner, alternating al sod 'Dints. GRASS SHOULD BE GREEN A D 5. Inspection: . Notify Landscape Architect at least 2 weeks prior to installation, of drawings. Backfill with topsoil and planting backfill mix to depth shown on drawings. y I p g I J u P Y P P : -Fit sod strips tightly together so that no joints are visible and tam firmly. Cut pieces of sod HEALTHY MOWED AT A 2 -3 location where 11 I.materials that have been selected for planting may be inspected, either at 2. Perform grading within Contract limits, including adjacent transition areas,' where required, • P g y g J P Y P •_ � _ to new elevations, levels, and contours indicated. Provide subgrade surfaces parallel to to fill any voids left CUTTING HEIGHT. . il lace of growth or the site prior to planting. Plant material will be inspected for . P P P levels and slopes., 2. Water sod immediate) after planting, slowly but thoroughly, to secure at least six 6 inches ' , finished surface grades. Provide uniform I Y 9 ( ) compliance with requirements for esus species, variety, and quality. Landscape g P Y P 9 Y P q 9 P Y q Y P d pockets of enetration into t w t e blades of grass t wilt. The sodded - 3. Grade surface to ensure areas drain away from structures and to prevent ponding an p p n o .he scil below the sod. Do not alio h g o Y P P S N� DEA r t - IN A D o further inspect trees for size and conditions of balls and root __... RASS CLI P G Architect retains right t f r p es. Provide area shall be roiled to form a thorou hl even solid mat. An voids left in block soddin shall ,-. ,, . )HATCH G P surface drainage. Provide subgrade surfaces free from irregular surface Chang thoroughly y g - . , , u defects and to reject unsatisfactory or defective ,: \ _systems, insects; injuries and latent ) i Y subgrade surface free of .exposed boulders. or stones exceeding 4 inches in greatest dimension in be filled with cut sod pieces and/or topsoil LEAVES, UP TO i/2 THICK. material at an time during progress of work. Contractor shall remove rejected trees v eas• 2 i c es lawn areas. 3. Follow the completion of the installation the sod shall be watered in an amount and as often as - Y 9 P 9 .. . J a ed ar . p n h P :. M�-. �_. ROOT :[.ONE SOIL AND ROOTS- SHOULD BE immediate) from site and replace with specified materials. Plant material not installed in 4. Provide adequate drainage of the working area at all times. necessary to maintain healthy growth of the gross. u _ i! Y.....n 1/2 3/4 THICK WITH DENSE ROOT MAT accordance with Contract will be rejected. 5. Fine rade topsoil eliminating rough and low areas to ensure positive drainage. Maintain 4. Treat entire areas of sodjior fire ants with Durzban as per manufacturer's instructions. � '"�- I . 1 g P g F n .- Q� ::.... '= � - ' FOR STh�ENGTN. levels profiles, and contours of sub rades. _3_03__MALN_TENAUCE__0._ SOL.,_r �,A 1, _- -- _ �', c standards Ao )icable to this section. 9 _ _ _ D __ _.- - , .__C. Reference st n P -, . _ _ ___ era in topsoil-. oke s rface' cle an of Stopes 1 -6. Rem roots weeds and debris whit kR u A. Contractor shall correct). maintain the sodded areas throughout the installation. 1. ANSI. American National Standards Institute � 9•. , , y g inch or larger., In an dimension and of all debris. Place planting backfill mix to depth specified Contractor shall. be responsible for care and maintenance of entire project. a. 260.1. Nursery Stock g Y P P 1 2. Association of Official Agriculture Chemists on drawings. END OF SECTION 3. FS: Federal Specifications and Standards 7. All finished grades shall meet line and grade of pavement. Finished grades (top of soil . P prior to hydromulch) shall be maximum of 1 inch below walkway pavement surface. Grade _ c PLANTING N a. Q -P -166E: Peat, Moss; Peat, Humus; and Peat, Reed=Sedge o rear o landscape easement ,or center of medians to walkways and curbs at a _ `SOD r �, V��' V� 4. NBS: National Bureau of Standards all slopesfr m f P Y . . I ( ) I I . . I I I a. PS23: Perlite Product Standard minimum of 2 percent slope. . B. Plant Layout: Layout individual tree locations of trees to be machine moved by others and areas 1.04 SUBMITTALS for multiple plantings as shown on drawings. In case of conflicts or non -contractual conditions, A. Work Schedule: Contractor shall submit a work schedule for all planting work prior notify Landscape Architect before proceeding with the work. to purchase and installation of plant material. . B. Certification: A. Preparation of Planting Backfill Mix . 1: Submit, for landscape Architects review and approval, manufacturers or 1. Mix specified soil amendments and fertilizers with topsoil at rates indicated. Delay mixing 4 vendor's certified analysis of soil amendments. Submit other data substantiating of fertilizer if planting will not follow placing of planting soil within 48 hours, unless otherwise ) that materials comply with specified and indicated requirements. directed. Amendments shall be incorporated into soil as a part of the soil preparation process J �, PY P q . 2. Fertilizer certification shall be submitted for landscape Architect's review and . prior to fine grading, fertilizing, and planting. Each amendment material shall be broadcast or . e ical analysis of the fertilizer, a listing of the elements spread evenly at the specified rate over the planting area. -o approval as to the _ch m y 9 Amendments shall be thoroughly incorporated into the topsoil amendments are a contained therein and their percentages. SINGLE TRUNK TRE pulverized and have become a homogeneous layer of soil ready for planting. C. Maintenance Instructions: Submit. typewritten instructions, including manufacturer's Incorporation and mixing shall be accomplished by mechanical means. - 1/2" DIA. BLACK HOSE recommendations and instructions recommending procedures to be established by 1. For planting beds, mix planting soil prior to backfilling. ,��C - Owner for maintenance of planting work. Submit instructions prior to expiration of D. Fire Ant Control: Fire ants shall be controlled with broadcast application of insecticide at a rate �1. #12 go, SMOOTH GALV WIRE ��w . contractor's required maintenance period. of 1-1/2 lbs. bait per acre. Apply after dew has dried and when no rain is expected for 6 hours. �c M. D. 11 Submittals: Contractor shall submit in writing materials used on 'obsite. Provide Use properly calibrated equipment to assure uniform distribution. . Apply to entire area of 7' METAL T -POST, GREEN- company name of product or nursery. 9 I planting/grassing, TOP OF POLES SHALL BE 3.02 PLANTING . 1.05 DELIVERY STORAGE AND HANDLING A. Excavation for Shrubs o EVEN: 2 STAKES PER TREE - I A. Packaged Materials: Deliver packaged materials in full labeled original containers 1. Excavate pits, beds and trenches with vertical sides and with bottom of excavation , SET @ IBO° APART. ALL ?241 g P g Y g slightly raised at center to provide .proper draina e. showingweight, analysis and names of manufacturer. Protect materials from g y P 9 TREES LARGER THAN 45 GAL. 9 Y 2. Make excavations at least half again as wide as the ball diameter and equal to the ball depth, F OF 'I deterioration. during delivery, and while stored at site. - plus 3" allowance for setting of ball on a layer of compacted backfill. SHALL RECEIVE 3 ST/'KESI . B. Plants: 3. Dispose of subsoil removed from planting excavations. Do not mix with planting soil or use ,'. --„; - 3-5-13 1. ' Do not drop stock during delivery. as backfill. :,_ `,,� _ INIShi GRADE . 2. Materials shall not be pruned prior to installation unless otherwise approved by B. Planting Large Shrubsiffl1.11:..- Landsca e Architect in writing. . Do not bend or bind -tie trees . and shrubs in such a 1. Set stock on layer of compacted planting soil mixture, plumb and in center of pit at same �� '` - ' 11' _ n P g 3 4 SAUCER RING DEVELOPER: manner as to dama e bark break branches or destro nafural Sha e. Provide rotective elevation as adjacent finished planting grades. Place fertilizer tablets evenly spaced in hole at II •: r- 9 Y P P o -T-I: r! specified rate. Place additional backfill mix around base and sides of ball and work each layer i -r � " r 4 SHREDDED HARDW OD MULCH covering during delivery. l� __ - r , to settle backfill and eliminate voids and air pockets, When excavation is approximately 2/3 m - -i MIX 3. Deliver plants after preparation for planting has been completed and plant immediately. j� ,IIS. , , - li- PREPARED SOIL BAG I FILL If planting is dela ed more than 7 hours after delivery, set plants in shade,' protect from full, water thoroughly before placing remainder of backfill. Repeat watering until no more T-, - 7iT-" i' -.E ��j TAT [,��y rpt P 9 Y Y P P water is absorbed. Dish top of backfill to allow for mulching. I COMPACTED SOIL PEDESTAL I'�1�CEL COMMERCIAL. REAL E Al1J weather and mechanical damage. Keep roots moist by covering with mulch, burlap or 2. Prune, thin out, and shape shrubs in accordance with standard horticultural practice: Prune . other acceptable means of retaining moisture, and water as needed. 6 p 9 shrubs to retain natural character. Remove and replace excessively pruned or misformed MIN. EXISTING SUBGRADE 4. Do not remove container grown stock from containers before time of planting and stock resulting from improper pruning: water immediately after delivery and prior to planting. C. Planting Shrubs, Groundcover and Seasonais 6363 Woodway, !Suite 950 . 1. Excavate hole as necessary to accommodate root ball. Place fertilizer tablet(s) or granular 1.06 JOB CONDITIONS fertilizer in hole according to recommended rate. Backfill hole with planting backfill mix. Houston, Teras 77057 A. Work Scheduling: Proceed with and complete planting work in a timely Water after planting to remove voids and place additional prepared soil to cover root ball if TREE PLANTING 7131458 5151 manner, working within seasonal limitations for each kind of planting work required. .necessary. I B. Planting time 2: Mulch entire planting bed areas with 2-3 inches bark mulch spread consistently and SCALE NTS 1. Correlate planting with specified maintenance periods to provide maintenance evenly across root balls and entire planting bed areas. A P P L � C A I V T/A. R C H � TE C T P P 3.03 CLEANUP AND PROTECTION from date of Substantial Completion. A. During planting work, keep pavements clean and work area in an orderly condition. Sweep site and I .2. Plan to frost -tender trees only after danger of frost is past or sufficiently, remove trash of end of each workday as necessary. CR R�T Qp VANE �T R(�uTm mC before frost season to allow for establishment before first frost., Do not plant in B. Protect planting work and materials from damage due to planting operations, operations by other © OSBOR tom+ ANE Aj�l.�HITEC l S frozen ground. contractors and trades and trespassers, Maintain protection during installation periods. Treat, repair re re lace dama ed lantin work as directed b Landsca e Architect. 3.. Plant trees, shrubs and groundcover after final grades are .established and p g p g Y p _6 o will not Accumulation n C. Stockpile, haul from site, and legally dispose of waste materials and debris. Acc T prior to > planting of lawns unless otherwise directed b Landscape ,Architect m P 9 Y P - � N iD p .. P g Y P _. o BED PLANTE E R be permitted. Maintain haul and disposal routes clear, clean and free of debris. On-site burning of _ 2000 Bering Drive, Suite 410 writing. If planting occurs after lawn work, protect lawn areas and promptly repair P P g P 9 P P P Y P >- `' I `combustible cleared materials will not be ermitted. o , ._ Houston Te as 77051. to awns resulting from planting operations. P damage g P g P D. Upon completion of work clean areas within Contract limits; remove tools, supplies and equipment . P P PP q .713i781 5262 • Wash down curbs and pavement areas. Scrub curbs and walks as necessary to insure a clean A. Utilities. Refer to engineering drawings and coordinate with Utility Contractor, for location of P y .a a Far 713 '781 5347 utilities. Co tractor shall be responsible for damage to existing utilities surface. Provide site clean and free of materials and suitable for use as intended. 2-3 SHREDDED and structures. P 9 _ 9 3.04 MAINTENANCE HARDWOOD MULCH Members American Institute of Architects equipment, A. Contractor shall correctly maintain the planting work throughout the installation process and 1-1 5 TON LOCALLY SOURCED B. Security: The Owner will not assume any responsibility for security of any materials,i throw hout the landscape maintenance period as specified in Section 02493, Exterior Landscape etc. during construction of the project until project acceptance. g P P P P LANDSCAPE BOULDER LANDSCAPE - r maintenance. _ ,- � , C: Excavation: When conditions detrimental to plant growth are encountered,. such as rubble fill, o it �_ . • n. �,- adverse drainage conditions beyond the scope of this contract, or obstructions, notify Landscape 3.05 ARCHITECT TO APPROVE 20/ OF BOULDER (OR 6 MIN.) TO BE � PREPARED SOIL. MIX fi 9 Y P y P ted an at t e com letion of maintena ce iod Owner will make an - lr--;;,-ii -_' A. While planting work is completed d h n er Architect of such conditions, immediately and before planting. P 9 P P P BOULDERS BY Pi-IOTOGRAPH - ! -- --- ins ection to determine acceptability, BURIED INSUBGRADE. BOULDER TO BE I'�,III-=III :. dII III==Ii�= D. Pollution Control: Control dust Housed by planting operations. Dampen surfaces as necessary. P- ( -1I = - �-= - Comply with pollution control regulations of governing authorities. B. When inspected planting work does not comply with the Contract Document requirements; replace PRIOR I O DEL VERY SET ONTO UNDISTURBED SUBGRADE TO I -�I,�= �•��III�I) ' Co SUBSTANTIAL COMPLETION AND FINAL ACCEPTANCE rejected work and continue specified maintenance until reinspected by Owner and found to be TO SITE = Z ill J..' i I` COMPACTED SOIL A acceptable. Contractor shall remove rejected tants and mat4erials promptly from site. M I N I M l LE SETTLING . ! ! (I -- L A N S 1 A P E A. Substantial Completion notice for planting work will be issued b landscape Architect only for P J P P P Y T_ 4_ I Lam.,, . , + I I III I11111111III�II11 ,', .I.=� I PEDESTAL . . P P 9 Y P Y END OF SECTION -iii--I I !-=� (�` (I 1=III =1 I= 11_ entire planting and landscape work. ii--ii'i--tit =i -I '"-EXISTING SUBGRADE A R C H I T E C T U R E B. Substantial Completion notice will be issued only after Owner and Landscape Architect inspect and I I _i �il ill 1,; III - I . approve all required planted materials and grassed areas. SODDING -1 :1 1813 362 C: Final acceptance will be determined after the maintenance period and when all plant materials are alive and healthy and grass areas are established. PART 1 GENERAL ` MIN. Navasota, 77868 D. Final acceptance notice will be issued only after Owner and Landscape Architect inspect and 1.01 RELATED DOCUMENTS 832-428-1209 . approve all planting work as in accordance with the Contract Documents. A. Drawings and General Provisions of Contract, including General and Supplementary ii C� R!) N TN(� 1.08 SPECIAL PROJECT WARRANTY Conditions and all applicable specification sections, apply to this section. ) SHRUB UB PLA' PLANTING . A. Contractor shall furnish; written warranty of trees, shrubs and groundcover. for .12 months after 1.02 DESCRIPTION , SCALE: NTS `date of final acceptance, against defects including death and unsatisfactory growth, except for A. Provide sodding as specified and as indicated. IM, ' - defects resulting from neglect by Owner or abuse or damage by others. (Machine moved trees 1.03 SUBMITTALS I11�-III- ! I installed by others under a separate contract shall bewarrantedby others.) A. Sod Certification: Certification shall be submitted from the sod nursery as to the grass species, I..�=-I_.1.--i1-! - _ i -�� REDMOND j� /� and oundcover found to be dead or 'n condition during in Certification III I-, .� ���-�CI �I =1�� i.� I �I_-: i i. ; jl �.-�=T- a d I \ D I V I O I. V D B. Remove and replace shrubs gr i unhealthy g location of the field from which the sod has been stripped and the date of stripy g i _ _1 I a . ,, Warranty period, Replace shrubs and roundcover which are in doubtful condition at end of warrant shall accompany the deliver of the sod.�"�i���-1lh����l"�!•1---T�� ��I ��1-�) a ' II . Y P P 9 Y P Y Y I i -� � '_, I (- i -L _W_H � W1_1 =-I� -I I- 1, p . period. However, if in the opinion of Owner, such doubtful material may survive, Contractor shall B. Fertilizer Certification: Certification shall be submitted from the fertilizer manufacturer as to the --Ii__. �T•;I---'Ii-- I --I i--�r-')--j--7{��-I - -111= S H 01 P I I `i G CEI `i TE r_..1.�. r i.i.l.._ I 1l, -'+Y1 � � u .LTJ. _ - extend the warranty period for a full growing season. Owner will determine which items are in chemical analysis of the fertilizer, a listing of the elements contained therein and their percentages. ]-l.I i�-f J lk1 ,II�.. N _- - � y c ;, __ ii 2-3 HARDWOOD MULCH doubtful condition. Certification shall also indicate that the fertilizer is in accordance with the requirements of the Texas! p C. Another inspection will be conducted by Owner, at end of extended warranty period to determine Fertilizer Law. UNDISTURBED 5U13GRADE 4 GRAVEL BASE z1. SOUTH TEXAS AVE. AT REDMOND DRIVE .:..: `.: I or rejection. 1.04PRODUCT HANDLING Y_I GROUNDCOVER 317 & 321 REDMOND DR. PART 2 PRODUCTS A. Sod Delivery: Sod shall be delivered on pallets with the root system protected from exposure to „ COLLEGE STATION TEXAS 77840 2.01 MATERIALS wind and sun. Stripping and delivery shall be timed so that sod will be placed within 48 fours of _ �;.. ?.. .. ::,.''• ">" SET INTO . A. Fertilizer stripping. ��- il- 1�!- ;i i -- __�._! i i.- I- i - ­_ i i -i ! PREPARED BED 1. Granular fertilizer shall be a commercial fertilizer, uniform in composition, free flowing, and abeled -I I3t--I I='�I�- I I-""- I�;,;�,;;I I;;'�II(---III- -i Pro•eet No. P 9 B. Fertilizer Delivery: Fertilizer shall be delivered in the manufacturer's unopened containers, I i i i 1___I { 1- i I I I 1 I -i , I- J suitable for application with approved equipment. Fertilizer which has been exposed to high humidity to indicate the manufacturer's name and product identification. Containers shall be stored protected AVOID PLACING UTILITIES DIRECTLY BELOW and moisture, has become caked or otherwise damaged making it unsuitable for use; will not be from ground contact and from the elements. BOULDERS PLACEMENT OF BOULDERS SI -TALL NOT PREPARED SOIL MIX Drawn acceptable. Application shall be Osmocote 13. 13. 13 +Iron by Sierra Chemical, 1-800-492* 8255, 1.05 JOB CONDITIONS 1001 Yosemite Dr. Milpitas, CA 95035; or roved equal. Broadcast rototill fertilizer at the rate of CREATE PONDING OR ENTRAPMENT OF WATER: E\ISTING SUBGRADE P PP q A. Sod shall be placed during the period between the last freeze in the spring and 6 weeks prior to Checked 3 lbs. Actual nitrogen per 1000 square feet into prepared` planting soil. the average date for . the first freeze in the fall according to the National Weather Service for the . area in which the work is located. . 1.06 GUARANTEE A. A written guarantee shall be provided guaranteeing the sodded areas are in a healthy, vigorous, _ ' /� n'DC�p nC nOr�/ D I GROUNDCOYER PLANTING . undamaged condition for a period of 90 days beginning on the date of final acceptance. Guarantee � ((:D) LANDSCAPE A L R CK �+v shall provide for filling, leveling, and repairing eroded areas, or resodding areas exhibiting lack of SCALE: NTS SCALE: NTS I growth. . . I - I . Sheet No. L 2