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DONNER PARK COMMUNITY CENTER BID• A DONNER PARK COMMUNITY CENTER BID NO. 9495-20 DONNER PARK COMMUNITY CENTER CITY OF ATLANTIC BEACH FLORIDA MICHAEL DUNLAP ARCHITECT CHRISTOPHER KATHE STRUCTURAL 'CT\Tf-NTNT-C"=) MCFADDEN NEWELL MECHANICAL ENGINEER ELLEN WHEELER LANDSCAPE ARCHITECT �� � O� b �� 27 JULY 1995 MOT A PMT OF Fw" "wl 1 Cm smtrcron LIU aLr / DtJWYM C14 *11AYS BR �. _ �— WALKS Kul LI TILI! 20.4 to �-� `ASEP r ✓ ,, I DER r . A&A—_ I I 1 J s — A S P h, A L r P A Tyl. `�� � / � it �' \ � � \ \• \ `� ,\ �I— CL 0, 4'GL4d .\ < 1 \ 7 I / �� I �•. ti N 1 N � O ev i CONCRETE d I ev i :• ,�/ I� � � I 1 � 1 1 + I \ CONCRETE BIRO[ RZSTROORIS e \ 2[7'tf . C O N C R E T E 1 I 14,PwAiik 0 \ o \ COAR \ 7.'71ME \ \ +o•wac \ 00, \ s"oAx s \1 4 .00* / doop .00 amp 010, EL15Y- \ 0.0 \ \ 000 ZOO �I�1•� �WWI�'' DGKC�IM�7Efe 1\N�'S // / Lu�I1 u•POW (�JGI��T� l:xSTtN� — t;P.. �j /k ' GOND�NS�f� UNITS d d 141N( i 24'p ac 22'PIW NAAP cNnWNG TI ,>.3 0 Acytr _ - ( °ARCEL N I I { I 1 I jll 1 I ro I R E P L A T R ORDED IN PLAT BOOK 19 PAGE 16 Oi' 14E 54 CURRENT PUBLIC RECCRDS OF DU'✓AL CGt`MtY. FLuRIDA. � 1mpo SURVEY Y FCR: `•o 0 UITY OF ATLANTIC REACH I 1 I I I A i i° 111111 I I�1 I I I I i l 1 `1'I{III I I I Q 11111!(1 �{illl{II I II ° I ► 1 1 1 1 �� `I 1 1 1 1 1 1 � j � � I I r r► r r °11.1°i I I I I i I r i l A 1111 _ ENO 12 RCP \\\� �`J •/ ����� t 1 INVERT ELEV. 1e.9 STORM DRAMs \ \ I I ° I , �♦ INVERT ELEV. 1&9 I I I\ J RIM ELEV. - 19.57 ( I ) 1 w I \ NORTH IN w"T - 14.5 roe }^ WES{► INVERVIATT 1 SS I I S I t -- Z i I w I 2 � � rA- _446_ AL i ! Y � � A!.a l9 �J W I?� i GE�J'('E1�! I Cy - PI= R T d t'oA1c� a y i I I I 2 !.:SPP'. AL+`) a s ,a"oAe 3 1 f w YOAIt I I � d I la ✓vim I � 1 1 YI Nh� I3t_ --- — _ 110 10 1 lb i Iw Iv I I ( 10 ! /' --GEND � I ,o•oAK iii I i 1 I ;n, = POWER P`�Ll i 1uj I I w I ki _= WATER VAL'v'E I I 1 = SIGN - OHE = OVERHEAD ELECTRIC Ll,,. -;HT POLE �I I RCP = REINFORCED CCUCRciE RPE PVC = POL.YV'!v`!L CHLORIDE PIPE t _ ELECTRICAL I I I I I 1 I 4EA JACKSONVILLE ELE.,TRICAL s AUTHORITY f6N- I I I F-il�M01VE EXKT TRE E 14*DW Li( i w \ I 1 \ \` 1�``a \ I 1 1 i \ o, I I - i GRAPHIC SCALE \o I ) ;?o` SOUTHM ecu eox 1 I ASPHALT r `' I I I i \ \ — • I 1 I f I , I � \ 10\ Q � +ray IPI FEFf ) —T \ - STORM DRAIN 1 inch - f3 f t ) I TOP o I T 17, - is -3 a. I I 1 tASKMO"\ - - - - - - -- \� DONNER PARK CONRAUNITY CENTER _ _ _ — — GEORGE SMET ATLADMC BEACH, FLORIDA( Al I I i ---- -- ---- --- -� �1 I MICHAEL DUNUT ARCI-IH'EC I - T (:,t('. -.RAL NC . E S: I 1 i --- ` I •�• I 1. 7".1IS MAP DOES NOT REPRESENT A 90(1NCA+3Y SURVEY. i 1 2. afVATIONS ARF -BASED CN NGVD .29. BENCH MARK IS A USC&GS STATiON; X -CUT ON ANTER OF HEA;WA_: )F 1 ) ' i '� A K e R . s ' a L L c. D u 'lOUE3LE CONCRE'T'E BOX CU b CULVERT ON THE _AST SIDE OF MAYPORT ROAD. 25' EAST OF EDGE OF ASPHAL' A40 376' Ah :>" �;F " I ' ! -�-E ON OF AIA AND �+A,'PORT kCAD. ELEVATION ENTERUNE INTERSECT18.05' j C w R E , r 3. 7FM ON SITI✓• SFT 60d NAIL IN 8' OAK tN n4E EAST ;ICE. 145.7' WEST '^r THE CENIERUNE IN?E'RcECTION :'; 'J i �+URCH STREET do ;FORGE STREET, 55.0' :OUT'H OF THE CENTrFLINE X CHURCH ELE /A 'TON 21.60 e A s n E r s A : L C O R r a. _ OERCRCX'ND UT UT1ES �ie PNCvE. JEA CAdLc" N ANC WATER) NOT LOCATED AS OF THE iSFUE OF TtiIS MA, c c N c R r r E I \\ 11 • i i (pl OII 101 - DU IDi - Dii IDI- Oli ID - pll - Ipl pll Ipl, p!I Ipi SII _ _ I — -- - - --- — -- - 12 8 +— f- - fi T-JATH 4-9 41 " I 1211 THUG- t - I I - i T a, - TYIp!LaNE•�ed�ER -- --� �K I - . 20, i WITH ion WwN : I i ii �.A} a,N GCMr�-��'D �Ii_l. 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MPA�T SIL'- I o LJMH. r pi L -Ti _ _ Lt!. Rev. DONNER PARK COMMUNITY CENTER r ~' GEORGE STREET ATLANTIC BEACH, FLORIDA ; A8 MICHAEL DUNLAP ARCHITECT • - , ' j • A • r - , "\ t. V � DONNER DARK COMMUNITY CENTER � Ay � GEORGE STREET ATLANTIC BEACH, FLORIDA I . MICHAEL DUNLAP ARCHITECT {---- --'-+ { { - ' j n • r�: J A • r - , "\ t. V � DONNER DARK COMMUNITY CENTER � Ay � GEORGE STREET ATLANTIC BEACH, FLORIDA I . MICHAEL DUNLAP ARCHITECT {---- --'-+ { { - ' j A • r - , "\ t. V � DONNER DARK COMMUNITY CENTER � Ay � GEORGE STREET ATLANTIC BEACH, FLORIDA I . MICHAEL DUNLAP ARCHITECT {---- --'-+ { { i I (A1 I) MTS T7115 �s 1) MT21 '2 - - r x X - i M •' t SCANNED Date: \ GENERAL NOTES 1. SEMCO MTS 27B REQUIRES 1PC 3/4" X 16" ANCHORBOLT IMBEDED 14" MIN. FASTEN TO 3 PCS STUDS EACH END W/ 24-16d COMMON NAILS. 2. SEMCO ADS -7 REQUIRES 1 PC 1 1/8" DIA X 24" ANCHOR BOLT IMBEDED 20" MIN. FASTEN TO 3 STUDS W/ 3 PCS 7/8" DIA THROUGH BOLTS. 3. FRAME ALL OPENINGS W/ 2PCS FULL HT STUDS EACH SIDE AND 1PCS JACK STUD EACH SIDE UNLESS NOTED OTHERWISE. 4 AT -e 1# 5 VC --FT IN 4,�L'- A5 A. 1/2" CDX PLYWOOD SHEARWALL. NAIL ALL 1/2" CDX WALL SHEATHING W/ 8d COMMON WIRE NAILS @ 3" OC EDGES AND 6" OC FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. B. 5/8" CDX PLYWOOD SHEARWALL: NAIL ALL 5/8" CDX WALL SHEATHING W/ 8d COMMON WIRE NAILS @ 3" OC EDGES AND 6"OC FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. C. ADD 5/8" CDX PLYWOOD TO INSDE FACE OF EXTERIOR WALL ,FULL HT NAIL W/ 8d COMMON WIRE NAILS @ 3" OC EDGES AND 6"OC FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. D. INTERIOR SHEARWALL W/ 1/2" CDX PLYWOOD AS PER DETAIL ON SHEET S-1/ALT. E. ADD 1/2" CDX PLYWOOD TO INSDE FACE OF EXTERIOR WALL ,FULL HT NAIL W/ 8d COMMON WIRE NAILS @ 3" OC EDGES AND 6"OC FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. .1 I 4 FL00fR FLAN DONNER PARK COMMUNITY CENTER GEORGE STREET ATLANTIC BEACH, FLORIDA MICHAEL DUNLAP ARCHITECT k i. (A1 I) MTS T7115 �s 1) MT21 '2 - - r x X - i M •' t SCANNED Date: \ GENERAL NOTES 1. SEMCO MTS 27B REQUIRES 1PC 3/4" X 16" ANCHORBOLT IMBEDED 14" MIN. FASTEN TO 3 PCS STUDS EACH END W/ 24-16d COMMON NAILS. 2. SEMCO ADS -7 REQUIRES 1 PC 1 1/8" DIA X 24" ANCHOR BOLT IMBEDED 20" MIN. FASTEN TO 3 STUDS W/ 3 PCS 7/8" DIA THROUGH BOLTS. 3. FRAME ALL OPENINGS W/ 2PCS FULL HT STUDS EACH SIDE AND 1PCS JACK STUD EACH SIDE UNLESS NOTED OTHERWISE. 4 AT -e 1# 5 VC --FT IN 4,�L'- A5 A. 1/2" CDX PLYWOOD SHEARWALL. NAIL ALL 1/2" CDX WALL SHEATHING W/ 8d COMMON WIRE NAILS @ 3" OC EDGES AND 6" OC FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. B. 5/8" CDX PLYWOOD SHEARWALL: NAIL ALL 5/8" CDX WALL SHEATHING W/ 8d COMMON WIRE NAILS @ 3" OC EDGES AND 6"OC FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. C. ADD 5/8" CDX PLYWOOD TO INSDE FACE OF EXTERIOR WALL ,FULL HT NAIL W/ 8d COMMON WIRE NAILS @ 3" OC EDGES AND 6"OC FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. D. INTERIOR SHEARWALL W/ 1/2" CDX PLYWOOD AS PER DETAIL ON SHEET S-1/ALT. E. ADD 1/2" CDX PLYWOOD TO INSDE FACE OF EXTERIOR WALL ,FULL HT NAIL W/ 8d COMMON WIRE NAILS @ 3" OC EDGES AND 6"OC FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. .1 I 4 FL00fR FLAN DONNER PARK COMMUNITY CENTER GEORGE STREET ATLANTIC BEACH, FLORIDA MICHAEL DUNLAP ARCHITECT k I It RTP 18812 TLISTED STRAP FROM EA, RAFTER TO 2x8 LEDGER UJ/6-10d NAILS EA END R-30 BATT INSWLATION , 2x4 SUSPENDED ACOUSTICAL TILE CEILING 1/1.111 GWB PRE -FAB TRUSSES X24"O.C.--� In, 0 FIBERGLAS SHINGLES OVER 30" —12 FELT AND 5/8" PLYWOOD SHEATHING 14 1x10 TRIM CUT BETWEEN JOISTS 2x8 RAFTERS im 24" O.C. RTF 188 - STRAP EA SIDE OF TRUSS HURRICANE CLIP 6 EA. JOINT 'C-7 F 9C.0 Nc PL- R (2) 2x6 CONT. PLATE R-11 BATT INSULATION 2x6 a 16" O.C. CUT 2x6 BETUJEEN HORIZONTAL 4" VINYL g 3 EQ. SPACES VERT. BASE------� \ 2x6 BASE PLATE 12"x12" VINYL TILE \ 1 1/4" X 4" P.T. DECKING 4" GONG.`. SP.T. 2 x8 0 i6 " O.G. ,LAB L/ 6x6 10 GA. WLU i -----_- - - SEMCO UHP 1626 i _- _-- JOIST HANGER a 16" •O.C. (UHf=' 1626 ) 6 ML. VAPOR —PT. 2x8 LEDGER UJ/ 5/a".DIA X 6" BARRIER- REDHEAD 9 16" O.C. (1) 05 CONT ---� 10 "x20" CONT, CONC. FOOTING - SEE SHEET A-2 (U "5 DOWEL � 4'-0" O.C.- -�-� ---(3) 05 CONT. FILL CELLS s-.•-- (1) 03HORIZONTAL COMPACT' FILL ---'`rte 48 " O.C. 4 T-T'F'ICA' EXTERIOR UJAL_L SECTION �2 SCALE: 3/4 "_ '-0' - 12 8 /--PRE-ENGINEERED ROOF TRU-95 6 24" O.C. 1 PC RTP 18812 TLU15TED STRAP FROM EA RAFTER TO 2 "'x8" LEDGER (UJ/6-10d NAILS EA i END) —NAIL ALL 1/2" CDX PLYWOOD ROOF SHEATHING UJ/8d COMMON WIRE NAILS tv 6" O.C. EDGES AND 6" O.G. FIELD. DECREASE SPACING TO 4" O.G. 12 OVER GABLE ENDS. — 14 5-12d NAILS FROM RAFTER TO / ROOF TRUSS (IF ADJOINING) is 10- IWO EACH END) 2"x4" BRACING 2''x8" SYP NO. 2 LEDGER FASTENED 32" O -C. TO STUDS 111/5-Irod NAILS 6 16" O.G. 2"x4"x8'-0" MIN 5-12d 211x8" SYP NO, 2 RAFTERS 24" C.C. BRACE � 32" (IF ALIGNED)- O_C_ NAILED TO EA. TRUSS 3-12d NAILS 3-16d NAIL AT �jNKWL�a,ay^� GYPSUM BD --j; � • NOTE: SEE ARCHITECTURAL CEILING N:. T� ' PLANS FOR EXTERIOR FURRING AND CEDAR y�� �i" `-� ✓''�."%L �-oC� I24{1� SHINGLE ALIGNMENT, TRUSS BOTTOM 1fM1�1 rr,;��;E�, p� •�,Hcu�-- CHORD BST WALL GABLE END FRA1"f ING T�S A KL SCALE: 3/4 = off+ WTD; w �T WAL,L DONNER PARK COMMUNITY CENTER W F,��T �4,e�L, 1F–_ /Ni'l 71Z�5 rF Ac;�� PA H K4;(M GEORGE STREET ATLANTIC; BEACH, FLORIDA A,TG�A! L-��'©'?��, Y✓K"" �,'� MICHAEL DUNLAP ARCHITECT �Hi.a��y jj ~` pl ivieD ^��. to - - E ' i-2 "x8" SYP NO. 2 RAFTERS 2 "x8" SYP NO. 2 LEDGER -'--- 6 24" O.G. I FASTENED TO PRE- ENGINEERED ROOF TRUSS --- L/5-16d NAILS 0 24" O.G. NAIL ALL 1/2" CDX LALL SHEATHING LU/Sd 8-10d NAILS ; COMMON LJIRE NAILS is 3" O.C. EDGES AND 2I lZcl Tai NhI L.` (=ID6� 6" O.C. FIELD INSTALL SOLID BLOCKING AT : ALL HORIZONTAL JOINTS. ioi x l I/2` KA II -+ 1 PC RTP 18£. STRAP EACH SIDE OF TRUSS ( 2 TOTAL EA END) l ";;d N► j ,�►� __ j v I vF-L T�-(' rLATG- 10 1 1 10d x 1 1/2" NAIL Y2) JG,y F? �'L 2-2"x6" P.T. SYP NO. 2 PLATES �# A TYPIC,4L_ TFU55/RAFTER CONNECTION NAIL 1/2" CDX PLYWOOD ROOF SHEATHING UJ/8d COMMON NAILS 41 4'-0" O.C. 41 1/2" CDX PLYWOOD ROOF SHEATHING: G LE END TRUSS T4P CHORD 2 "x4" OUTLOOKERS 24" O.C. UJ/2-12d TOENAILS EACH SIDE TO DBL TOP PLATE 3-16d NAILS ' - 2 "x4" SUB FASCIA 1 PC HCPLR g 1 PC HCPLR 0 EA OUTLOOKER 1' it O.C. 2 PGS 2 "x6" SYP NO, 2 TOP PLATE ""--4-12d NAILS 3-18d NAILS (TYP) 1/2" CDX PLYWOOD TO WALL ' SHEATHING t' v" lx5 LDWEK F 211x6" SYP NO, 2 STUDS * 12" C.C. PC SEMCO RTP18812 TUJ15TED STRAP FROM RAFTER TO 2''x8" LEDGER (UJ/ is 10- IWO EACH END) 2"x4" BRACING 2''x8" SYP NO. 2 LEDGER FASTENED 32" O -C. TO STUDS 111/5-Irod NAILS 6 16" O.G. 2"x4"x8'-0" MIN 5-12d 211x8" SYP NO, 2 RAFTERS 24" C.C. BRACE � 32" (IF ALIGNED)- O_C_ NAILED TO EA. TRUSS 3-12d NAILS 3-16d NAIL AT �jNKWL�a,ay^� GYPSUM BD --j; � • NOTE: SEE ARCHITECTURAL CEILING N:. T� ' PLANS FOR EXTERIOR FURRING AND CEDAR y�� �i" `-� ✓''�."%L �-oC� I24{1� SHINGLE ALIGNMENT, TRUSS BOTTOM 1fM1�1 rr,;��;E�, p� •�,Hcu�-- CHORD BST WALL GABLE END FRA1"f ING T�S A KL SCALE: 3/4 = off+ WTD; w �T WAL,L DONNER PARK COMMUNITY CENTER W F,��T �4,e�L, 1F–_ /Ni'l 71Z�5 rF Ac;�� PA H K4;(M GEORGE STREET ATLANTIC; BEACH, FLORIDA A,TG�A! L-��'©'?��, Y✓K"" �,'� MICHAEL DUNLAP ARCHITECT �Hi.a��y jj ~` pl ivieD ^��. to - - 1 PG - RT'' i $ 812 --t rvV IST :'D ST"q A tR F-Rc.,t-A c AGN 9#4FYP_7a ,2 �� $ S%1 p wo, 2 L6FD6, "R E,J�.�tiiEE�"'D Rao F ek�G i oEs,R et' r,.o c:. r_- 6 =5-12cQ NA ii -'b hT;mM RA 0 --YM Tv �ooF T'�USS �rF Aa?brn/r�(p� r R m,24'6,6 17'�0ss d K)P1L5 .4 . I P�. R r 3 24 t�3Zd o,G. Srr4A �> , c to 61viT 2 -12 AJ 94 r L s 21 -Tara - C -"die_ t4 s r D A NAIL ALL 1/2" CDX WALL SHEATHING w/ 8d COMMON I WIRE NAILS @ 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. _ NaILs 2 NA .__ Nra1,� ABL T'OP Fi_OgTi✓ ra _2''I 'A (Ir., r SPF -- r/z' Cax Pr_yv✓aDDT 11?_? CO) z4 5"`rk I-:. 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G rrzDeR- Tiz.V'JS To D3L -rr>f> FL09TC7 (ir) Mr5 2-T,$ 24-14P d AND L la A, 8. i=br��► SAF r'a=� Tp �-k, P,�-� (1) r -A F 1 hl�p RAFT TTS LoRrl�n_ GouJMiJ (�) ('r1�aA g -Ip 1B 10 �I'/z'` r L-672 'J)qTE�_ nw5►e_..1 rz') Txu aLCT 7Z�w p (I) Sep Pz I �- 1od AJo . ra..ArC` ,804Lk- 1- 1/2'4 -ni v (ow,lSr#4�- 5CsPL Tv 1304LY- OA/Y'a SrOD 13e -Low) QO:r- Z—�SG.� 2'f v" F►T% r �� a A�-t UtiP 1(0?40 13-Iz Fi Glg C't^R �`j tJ1 T'C7 Fd V ►JtJ AT I OtJ �ti� SCS P 2 15 - 1 Od AN D A, 8 �� `+� a►, F-,1-, Tui,ST- Tb A 'V P?' krFDCr WT- U14 T> I (a a(o I 1 O d I ,Y2„ P. r, LC-"Dr.+,Er�- To `b„Gh-�U v�l�ic1 S/g� 4!a” ( C=H lC� a.c D' A w,)e_"o r:_- e -x> rt-, v\[ 2 ' K 2. "v- ?4",o , G, NAIL ALL 1/2" CDX WALL SHEATHING w/ 8d COMMON WIRE NAILS @ 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. NAIL ALL 1/2" CDX PLYWOOD ROOF SHEATHING w/ 8d COMMON WIRE NAILS @ 6" o c. EDGES AND 6" o.c. FIELD. DECREASE SPACING TO 4" o.c. OVER GABLE ENDS. NAIL ALL 3/4" STURDI-FLOOR 1311-YWOOD SUB -FLOOR SHEATHING w/ 10d COMMON WIC:(_ NAILS @ 6" o.c. EDGES AND G" o.c. FIELD. ASOLID BLOCKING BETWEEN FLOOR JOISTS A-1 ALL REARING WALLS AND SI IEAR WALLS. TOE NAIL_ CLOCI:I;IG 1-0 DOUBLE TOP PLATE w/ 12d NAILS @ 6" o.c. - TSE- r.lA IL CSG► T"P.USS Tb D8c- Z'',c to r, 7T��> j;06ATer W1 Zjx.s IZA COPAM06J &J4Q10L1_:- (_Z­nc►A SOC-- ot= 77%,vss CTyP.) r (5/p` GcX VvpgLL •SI-iEAnktoc., SIN-trc.A 2.. The Engineer certifies that these Wind Load Calculations have been reviewed and finds the wind load values, connector specifications and material specifications shown hereon to be in compliance with the SBCCI Standard building Code, Chapter 12, Section 1205.2 for this specific m011111110noW structure. Be advised that these codes preclude that all exterior window and door openings are secured and protected for the duration of a wind storm condition. Note: The Engineer does not certify, nor assume responsibility, for the structural credibility of any pre-engineered and manufactured structural building components or roof/floor truss systems including required connectors (factory or field installed) which are intrinsically associated parts of the components or truss systems. ,✓ is rff-D =A . 4 U z w W LLl Z W J U W 2(D Z o� F J V) Z O U A 1 \J � �r 4 J f O 7 - } J E� J DRAWN CHECKED DATE 51 °.)5 SCALE V I o/2/+; JOB NO. CD 6 - 13 g SHEET q - l (1k T OF I SHEETS r f -- �. 1! � w` CG ►yl uta �6.�'t OBJ �t K? -.a 2E 3 �s-L� TO( 1. 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'S�iC'. t Ohi 'r] � 4Cu1 'S � Si•G+'ti•� l `' 1 rj . vK ;. .,. - �.� ._ `mac'_. ;43 � �==tlt ::'1 � E� ;•t �,-,�� z zv ,� -�, _��►• �,�r� CP.►��ut..9.40�.c•��}7�*Fwb 'rvrur�l�Z. ¢9.�rs�o6► Lf� �'ci� �r',�,�c-t ��SS106, Gvl►v�•= p �'`'Y'f5t�:�- a �.. ti. 79” r7 aC o fJa t fJ�i + ZC7QCF=�M e 5� ST��t/ 7i {� •� 2 r,) '.D{ L.�. t-�i C NEWELL McFADDEN A ,} t , , 3, �G f' ► Ct - �' T�•ki•— ; / CONSULTING ENGINEER - 31a3 -3c ATwsrrrtc soULEVAIty • . A'�.Arrric BE&cx, �aln - A 32233 DONNEK PARK COMMUNITY CT GFORG,. S•11tEET n:,��rrric BEACH "RlDA� -]NgCfML DUNLAP ARCHITECT IJ l _ ,90ol i rowt Q I I I a I i i ( N , 3 tiI1K \`` I I Of 92� `II I r•— i I I IIII I III � I 40 09 CYP ' i I i i ----'"""'_ -----♦ / /' I { I I ! ! .111 —x—X—x—X—x—X—x—K_.—x—x—.x `>�- _K—K_x_K_K_x_K_x_ �; ,11 I , t ------ .• � , � I ill ! !!.,1111,` I I . _----------------- T'"--_ _ ------ -- ���' \ ASPHALT P000 ENO 12* RCP �J4•� Imo. •�' � 0000 INvOT ELEV. 10.9 Ioo 1 '�� �5" fix vp.E J►.al�ti 1 �� \\\ / \ I \ \ �4 �i'•C.O, „ - r -f- 2Zr �o Mt"JMo C�O•Z\` 11 1 \ i\ � w v J� o aIz. r-� o -sc,o � I y 1 i II ` I i 11 rte',O PD�LUI~R (t..,CZO 9 /' II STORr DRA / W • ` ,raw ` \ ` \ ` ` ! ( '" / / 14'awc a T� RT ELEV. Er • Is. • \ ( I I V 1 J( -j NI , I \.01 ool RW ELEV. 19.57 1 NORTH WvERT - 14.5 •- episouTm V EST ,N VIERTT S 1 SI I I 04 d d-t�z15tc2t - tJPCONCRETE ev �• - r - / ( f _ 4� �D 9 3 x-10 rZ s �� a.1 rA i , -=J7 \ y \\ ! fMbd .�... _ _ _ _ _.� 44. Iji 1 I I 1 ,:-aN[ • a , om $'I' W A °r m rt. Or 1 ' 24'rw II CONCRETE WOW RESTRoa+s / I rows a /1 i I CONCRETET. .00, I 1 HM uj LJ ►- I I 1 CRASS \ / \ I ' I ♦♦ ♦ o N. LAj \ \ /dle\ .20 ro� i ♦♦ a / I I I �- \ 1 1 i ' ♦ u - I I I SELL BOX looll � ;?°o♦ MAP SHOWING TOPOGRAPHIC SURVEY OF i A PORTION OF PARCEL NUMBER % ;�S SHOWN ON DONN R'S REPLAT RECORDED IN PLAT BOOK 19 PAGE 18 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. ( SURVEY FOR: CITY OF ATLANTIC BEACH 11 II 1 II I1 1 I 1 I 1 1 I � I I I I g I I I I I I I I 1 � I \ � 1 � I ♦\ I W I� I< ASPHALT I I a I I 1 I I I I I I I I I I { i ,o rro9A I 'po ♦` x �-- i TOP OF GOAN - ,fA ( I ( 0 \ I I I f ( �\ Ww1T 1).f 1 � GRAPHIC SCALE 0 4 a 11, ( IN FEET ) I inch : 8 if. CL sA K19. tad DONNER-PARK-CONDAUNrIY r NTE ♦ CEDRGE 5'CR.EET ApAl Imr BEACH FLORLD A I 0 A 3 K E T 3 A L L C 0 U R T i I C 0 R• C R E T E x { t GEr-ERAL NOTES: i 1. 7r+S MAP DOES NOT REPRESENT A BOUNDARY SURVEY. I I 2. e EVATIONS ARS BASED CN NGVC •29. BENCH MARK IS A USC&GS STATION; X—CUT ON CENTER OF HEADWALL OF A. 'DOUBLE CONCRETE BOX CULVEP.T ON THE EAST SIDE OF VAYPORT ROAZ. 25' EAST OF EDGE OF ASPHALT AND 376' AoF5r OF llr. CENTERUNE rNTERSECTION OF A1A AND MAYPORT ROAD. ELEVATIOti 18.05' I 3. T$il ON SITE. SET 60d NAIL IN 8- OAK IN THE EAST SIDE. 145.7' WEST OF THE CENTr-RUNE INTERSECTION Cf I 8 A s K ( T 8 A %. L C 0 U R r =o4URCH STREET k GEORGE STREET. 55.0' SOUTH OF THE CENTERLINE CHURCH. ELEVATION 21.60 M. jNDERGRCtiNO UT"JTIES !ia'PHONE. JEA, CABLE TV AND WATER) NOT UDCATED AS OF THE ISSUE OF THIS rr•• i C 0 e C R E T t I 1 s - MICHAEL DUNLAP .AR.CN. ICT a 32 A a G�N7•�LIN S'jY�- ry g= / - D U D I- E y I Q S T R E E T ( ,m a (ASPHALT,, W I W � to 1; (O I IwL. lb LEGEND = POWER POLE I Li T► t r�' pQ = WATER VALVE I ( � = SIGN I I I 1 OHF = OVERHEAD ELECTRIC { o 1 t # = 4LI GH T. POLE z I 1 RCP i--z = REINFORCED .CONCRETE Pt--',- z PVC = POLY-ONYL CHLORIDE PIPE I � tDJEA c L = JACKSONVILLE ELECTRICAL 1 I 1 AUTHORITY I I 1 i 4�' cs _ I ASPHALT I I a I I 1 I I I I I I I I I I { i ,o rro9A I 'po ♦` x �-- i TOP OF GOAN - ,fA ( I ( 0 \ I I I f ( �\ Ww1T 1).f 1 � GRAPHIC SCALE 0 4 a 11, ( IN FEET ) I inch : 8 if. CL sA K19. tad DONNER-PARK-CONDAUNrIY r NTE ♦ CEDRGE 5'CR.EET ApAl Imr BEACH FLORLD A I 0 A 3 K E T 3 A L L C 0 U R T i I C 0 R• C R E T E x { t GEr-ERAL NOTES: i 1. 7r+S MAP DOES NOT REPRESENT A BOUNDARY SURVEY. I I 2. e EVATIONS ARS BASED CN NGVC •29. BENCH MARK IS A USC&GS STATION; X—CUT ON CENTER OF HEADWALL OF A. 'DOUBLE CONCRETE BOX CULVEP.T ON THE EAST SIDE OF VAYPORT ROAZ. 25' EAST OF EDGE OF ASPHALT AND 376' AoF5r OF llr. CENTERUNE rNTERSECTION OF A1A AND MAYPORT ROAD. ELEVATIOti 18.05' I 3. T$il ON SITE. SET 60d NAIL IN 8- OAK IN THE EAST SIDE. 145.7' WEST OF THE CENTr-RUNE INTERSECTION Cf I 8 A s K ( T 8 A %. L C 0 U R r =o4URCH STREET k GEORGE STREET. 55.0' SOUTH OF THE CENTERLINE CHURCH. ELEVATION 21.60 M. jNDERGRCtiNO UT"JTIES !ia'PHONE. JEA, CABLE TV AND WATER) NOT UDCATED AS OF THE ISSUE OF THIS rr•• i C 0 e C R E T t I 1 s - MICHAEL DUNLAP .AR.CN. ICT a 32 A a - - - ! ._ J i _ ti , , 1 , „ ., �_ _ . . i • ., A w• .. • . , , .. - L , 1 5 c �•}G7 c)� U� i No -t" - ,, r 1. J M «t . �I k � ' P '"t' '� ��' _ L I U , Y3 • _ , `--`�x_ to 9- A. 'Siz`'`�'' -'-I 1. J / .3 -7 .,r E ^N A zEfl ''fid ^�`C'"'��s sC� _ • `.l� (� 1 (/ t•� ,l(1 M Q 4�� �1� ,11 , V i= �,/ �(1.��t ��►� �( Q t 1+Q 4/ �!+ rt. r O w i _ ?.. c' ' . cL ! C �� �' � h"•�) ELE;erk1�'... ��t'l.0 � 7 r ? �QtillL�T� �A �i 24 i r '�7 7 �) l VY�i�lr 1` `V�.f7�JFiT" �7 FG7 f a �/" 1 • •" ,�/'� ; 40 C,Z 4nGga t: � r6 - _ �; a L, _ I . a , E 1rt C _ -�' �s N t•! ! RjE wt i. S ' 00 f =? `� 5 "t��• 11 T �► ' Y ' s •� ,Z7. loci f ►J 5,)"o& -r! GN '�T't `.' c• �° Y ' o6eAIT, , •. t Fr ,5 �.ca ,, ^p XFQ • - t• • -11 I t _ h ! _ r�:t (� tea. 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GE SIRE A H FLORIDAET TZANTTC BEACH, • MICHAEL DUNLAP ARCHITECT 41 2' du , - -_ __ ----- ---- --- - --- - --- �- 4 PLANT/ MATERIAL SCHEDULE QUANTITY uo SPECIES SIZE/REMARKS TREES/PALMS r� 3 LI LAGERSTR❑EMIA INDICA 10'/7-8', MULTI TRUNK, NATCHEZ CREPE MYRTLE ,1 11 1 10 ILEX ❑PACA 8'-10', 3'-4' SAVANAH HOLLY SHRUBS • 15 IVN ILEX VOMITORIA NANA 3 GAL., 15'/15' DWARF YAUP❑N HOLLY 42 IBN ILEX C. BURFORDII NANA 3 GAL., 18'/18' DWARF BURFORD HOLLY 108 TA TRACHELOSPERNUM ASIATICUM 1 GAL, ASIAN JASMINE 168 MI MORAEA IRIDOIDES 1 GAL, IRIS 54 LEG LIRIOPE MUSCARI 1 GAL. EVERGREEN GIANT LIRIOPE I r . W Z Z O Cl Z - w I I u 01 A A/* I LIMIT OFSSED AND WORK N1/ woi�< J � NOT IN uo r� LANDSCAPE�j ,1 11 F- W Z Z O Cl Z - w I I u 01 A A/* I LIMIT OFSSED AND WORK N1/ woi�< J � NOT IN SHEET TITLE OL4 014 O� RELEASED FOR: DATE REVISIONS 1 PROJECT ACAD-NAME SCALE SHEET /g I I =11- Qj 11 NUMBER NORTH of Z --` S LANDSCAPE�j ,1 11 SHEET TITLE OL4 014 O� RELEASED FOR: DATE REVISIONS 1 PROJECT ACAD-NAME SCALE SHEET /g I I =11- Qj 11 NUMBER NORTH of Z e° e e x 4' x 18' STAKES AAAA A • °° ° °1/2' ° ° DIA. REINF HOSE e DDD D BANDS OVER 2' x 4' x 12' LUMBER 2' 2�2'x2'x8' TREATED PINE STAKES D DIA. REINF M05E # A. GALV. GUY I .D REMOVE TOP 1/3 BURLAP 2' SHREDDED CYPRESS MULCH D DD 3' WATER RETENTION SAUCER Mph I �„�� _–-- ROOT BALL SET _ L 1' ABOVE GRADE o� HAMMER: 5RAGE5 TO LUMBER. a° BAGKFILL MIX D 5\1G' DIA. GALV. TURNBUCKLE W/3' 507. EXISTING TOPSOIL -507. SOIL MIX OPENING MIN. 1\3 IMPORTED TOPSOIL -0 1\3 PEAT MITE MARKER TAPE 1\3 COW MANURE 12' 12• COMPACTED BACKFILL MIX G' MIN - MIN. MIN. TREE PLANTING (3" CAL. & UNDER) • Z 2' x 4' x 18' STAKES 2' x 4' BRACES SPACED 120' APART. LENGTH VARIES. DD DD D DDp�D DDD D BANDS OVER 2' x 4' x 12' LUMBER 2' DDD D DIA. REINF M05E L0051-11 TIE FRON05 OVER BUD. .D D REMOVE: FRONDS r LOWER 1/2 OF HEAD D DD D D #20 GA. GALY, Y WIRE. WRAP CLEAT BAND AROUND 2'x4'x12' LUMBER. o� HAMMER: 5RAGE5 TO LUMBER. a° 2'x4' BRACES 5PAGED 120' APART D 5\1G' DIA. GALV. TURNBUCKLE W/3' LENGTH VARIES. MULCH. 3' DEEP. OPENING MIN. TOP OF ROOTBALL 2'x4' CRAGE NAILED TO 2'x4' x18' MITE MARKER TAPE APPROX. 1' ABOVE BACKFILL MiX AS SPECIFIED. FiN15H GRADE MIN. 30' ROOTBALL DIAMETER. 2' SHREDDED GYPRE55 MULCH • 3' WATER RETENTION SAUCER 2' x 4' x 30' TREATED STAKES N :. I nli nlul u •�� C3 PER TREE) _ BAGKFILL MIX 4' MiN. 307. EXISTING TOP501L 507. 501L MIX 1\3 IMPORTED TOP501L ' COMPACTED BACKFILL 1\3 PEAT M IX 12' 12- 1\3 COW MANURE MIN! MIN. TREE PLANTING (OVER 3' CAL.) • 1/2- DIA. REINF H05E #10 GA. GALV. GUY WIRE. DOUBLE TOP OF ROOT15ALL APPROX. 1' ABOVE FINISH . GRADE 3)2'x2'x8` TREATED PINE STAKES 2 1\2' SHREDDED GYPRE55 MULCH 3' WATER RETENTION SAUCER all+ U\� \\ \ 4141111 till u d I Oro i 11 IN _ BACKFILL MIX ' 507. EX15TING TOPSOIL 507. 501L MIX 40 �9 1\3 IMPORTED TOPSOIL -- I 1\3 PEAT 1 1\3 COW MANURE COMPACTED BAGKFILL MIX 12' 12' • MIN. MiN. TREE PLANTING (MULTI -TRUNK) Z 2' x 4' x 18' STAKES 2' x 4' BRACES SPACED 120' APART. LENGTH VARIES. 3 LAYERS BURLAP WRAPPING 2 BANDS OVER 2' x 4' x 12' LUMBER 2' x 4' x 12, LUMBER L0051-11 TIE FRON05 OVER BUD. SPRAY BUD WITH INSECTICIDE REMOVE: FRONDS r LOWER 1/2 OF HEAD WRAP TRUNK WITH 5 LAYERS OF BURLAP. WRAP CLEAT BAND AROUND 2'x4'x12' LUMBER. HAMMER: 5RAGE5 TO LUMBER. 2'x4' BRACES 5PAGED 120' APART LENGTH VARIES. MULCH. 3' DEEP. 3' BASIN FOR WATERING. 2'x4' CRAGE NAILED TO 2'x4' x18' WOOD STAKE. BACKFILL MiX AS SPECIFIED. SET ROOTBALL ON UND15TURBED SOIL. MIN. 30' ROOTBALL DIAMETER. PALM TREE PLANTING • IIG„ tj- r. -..' . GROUNDCOVER PLANTING SPACING VARIES SEE PLAN/5GHED'ULE 2 1\2' SHREDDED GYPRE55 MULCH 3' BAGKFILL MIX ROTOTILL + ADD SOIL AMENMENT MiN. DEPTH 3' i ter. BACKFILL MIX 507: EXISTING TOPSOIL I 507. 501L MIX 1\3 IMPORTED TOP501L 1\3 PEAT 6' 1\3 GOW MANURE MI . SHRUB PLANTING GENERAL NOTES AND SPECIFICATIONS TREE SPADING CONTRACTOR RESPONSIBILITIES 1. The LANDSCAPE CONTRACTOR Is responsible for verifying project site conditions and all quantities Indicated on these plans, before pricing work, 1 _ocating and verifying all existing underground utilities before any trees are installed and coordinating closely with 2. All plant Material shall be Florida Grade No. 1 or better any utility contracts Involved In those certain areas, nursery grown in accordance to Florida grades and Standard's handbook. 2, Scheduling tree spading operations In any area before walks or non -passable structures are Installed. 3. Plants shall be sound, healthy and vigorous, well branched and, densely foliated when in leaf, They shall be free of disease, 3, If any tree should shock and die It is to be removed insects, eggs, or larvae, and shall have healthy, well completely including the root batt as directed by the developed root systems, They shall be free.,f�rom physical &ad Landscape Architect and Owner, damage of adverse conditions that would prevent thriving N ����• - `�,�1 4, Water in and fertilize all trees spaded. Provide fertilizer growth. with 3 to 5% total nitrogen with not less then 10% available 4, Atl plants must be container grown, B&B, or WB&B as indicated _ phosphoric acid and 3% to 5% soluble potash, Apply at the in the plant list. All burlap and twine to be biodegradeabte s _ rate of 1 lb/caliper Inch of transplanted tree, Incorporate ' thoroughly into planting pit and around root ball, 5. All plants shalt conform to the varlettes indicated In the plant list. ELLEN G. WHEELER EARTHWORK NOTES AND SPECIFICATI❑NS 6, Substitution of plant materials will not be permitted unless authorized to writing by LANDSCAPE ARCHITECT. If proof Is 1. All site work for rough grading of berms, planters and submitted that any plant specified is not obtainable, a C O N S U L T I N G planting areas is to be provided by the Landscape Contractor, proposal will be considered for use of the nearest equivalent L A N D S C A P E Fitt for alt berms and planters will be of a suitable, sandy size or variety with corresponding adjustment of contract A R C H IT E C T gradation which Is porous and percolates well to insure proper prices. Contractor shall not propose substitutions directly water runoff and drainage, Absolutely no plastic, clayey Solt to owner. may be used in any planting or landscape areas, Submit amended soils test reports for approval before placing flit. 7, Plant material locations and bed outlines shall be staked or 25045 MARSH LANDING PARHIIAY 2, The Landscape Contractor will be responsible for verifying the flagged on site by the CONTRACTOR and shalt be adjusted If P0NTE VOM DUCH , FLORIDA =& cubic yard quantity of the proposed berms or fill, required to fit actual as -bunt conditions on site and (904) 285-2068 FAX 285-2068 approved by the owner or owner's representative. Contact 3, All berm work construction will be under the direction of the Landscape Architect for any major site changes that could Landscape Architect and owner from beginning to final atter landscape and berming plans. acceptance. 8, Contractor shall layout planting beds and stake all tree 4, The Landscape Contractor is responsible for fine grading all locations prior to installation for approval by LANDSCAPE berms accepted by the Landscape Architect before and after ARCHITECT, landscape Installation is begun, 9. The CONTRACTOR shall excavate plant pits, according to the 5, The Landscape Contractor is to verify at( soft conditions of drawings, unless otherwise directed. all planting areas as to its Ph and organic stability before installation begins. Ph and amended soil test results are to 10, ALL container -grown rootbaRs shall be carefully scoured be submitted to the offices of ELLEN G. WHEELER RLA before setting in plant pits. Poly -bag or plastic burlap for review and record before installation of plant material substitutes shall be removed prior to planting installation. is allowed to begin, If soft conditions are found Wire basket ties shall be removed' from trunk areas. unsatisfactory the soil must be amended In accordance with test results before plant material or sod is installed. 11. Ali backfill around plant material shall be worked firmly, rade or an tamped and watered In, under and around the rootbatl to flit 6. Any suitable excess material excavated for sub grade Y all voids. other operation is to be stockpiled and used in proposed planting or berm areas as directed by the Landscape Architect. 12. LANDSCAPE CONTRACTOR shall bear final responsibility for 7. Any unsuitable material found in an landscape planting areas proper surface drainage of planted areas, Any discrepancy In y y 9 the drawings, obstruction on the site, or prior work done by wfll be removed by the Landscape Contractor to a depth of not another party, which CONTRACTOR feels precludes establishing Less than three feet (3') and backfilted with suitable proper drainage shall be brought to the attention of LANDSCAPE material. ARCHITECT for correction or relief of said responsibility, IRRIGATION NOTES AND SPECIFICATIONS 13, Planting beds shall be cut or edged to form a uniform clean Line between beds and lawn areas, 1. Owner or General Contractor to supply electric power to the 14, After all plant material has been installed and approved, Irrigation controller, planting beds shall be raked to an even grade to conform to 2. The Landscape Contractor is responsible for 100% coverage of premutching finish grades. AR planting beds and plant all planting beds, planters and sodded areas as shown. saucers shall then be uniformly covered with a minimum 2 1/2 inch layer of #2 grade or better cypress mulch or pine straw, 3. The irrigation sleeving is to be done by the General 15, Prior to installation contractor shall verify top soft + Contractor unless otherwise noted, conditions for all planting areas, as to its PH and organic 4, The Contractor's attention IsAicalled to the fact that there content. Topsoil shall be well drained fertile and friablel are other active utilities and services in and around the site free of debris and have an acidity range between 5.5 and 6.0 and wilt be held responsible for locating these to avoid and contain no less than 4% organic matter, If soil damage to them, The Contractor will be responsible for any conditions are found unsatisfactory, the soft must be amended damage which he is directly responsible for. In accordance with test results, 5, The Contractor shalt make any necessary adjustments in the 16, At( planting bed areas with acceptable topsoil shall be top - proposed irrigation system to avoid damage to existing dressed with 50% organic 6-6-6 commercial fertilizer at a rate structures, paving and utilities. of nine pounds per 1,000 square feet and tilled to a minimum depth of three inches, pH of soil to be 5,5-6.0 6. The Contractor shalt be responsible for conforming to all codes and ordinances relevant to the work under this contract, 17 Plant material backfill mixture shalt be thoroughly mixed in (A backflow preventer Is required.) Approval by various the following preparations+ agencies may be required depending upon location of system. 50% existing clean topsoil 7, All work adjustments and inspections shall be subject to the 50% soft mix approval of the Landscape Architect. 1/3 imported topsoil (sandy loam) 1/3 peat 8, The Contractor shall be responsible for all materials and 1/3 cow manure (commercially processed), labor to fully execute and guarantee, as required, the total work shown on this plan In accordance with specifications and 18• Alt trees are to be staked unless otherwise directed by LANDSCAPE ARCHITECT, owner is owner's representative, Refer also as per instructions of the Landscape Architect and Owner, to staking and planting details on the drawings. 9. The Contractor shall verifyall quantities to assure ade uate EXISTING TREES - LANDSCAPE CONTRACTOR to limb/prune all Installation of the system as wll as provide to the Owner a EXISTING TREES, as shown to remain on the plans, to a 10 complete and detailed set of 'as built' drawings at the clear trunk condition unless otherwise directed by LANDSCAPE completion of the project. ARCHITECT. 19, Hol,-AH + 19, The LANDSCAPE CONTRACTOR Is responsible for all fine grading �•' ice' 10, The location of the automatic controller is generally preparation for planting. Landscape contractor responsible N I�� Indicated on the drawings and will be specificatly located on for berm material and will verify amount necessary when ( I site by the Landscape Architect and Owner. The electrical submitting bid, Fill will be suitable, sandy gradation which source will be provided by others. is porous and percolates well, to insure proper water run off and drainage. Absolutely no plastic, clay soil may be used IL ALL equipment locations as indicated are schematic, The in any plant areas. All planting beds shall be bermed a Contractor shalt locate all tines In such a way as to cause minimum of 6' unless otherwise noted. the least conflict with the locations of the proposed plant materials and other site amenities. 20, Rough grades will be established by the owner's general contractor at approximately 3 Inches below curbs, sidewalks, 12, The Contractor shall adjust the radius and arc of each head hardscape amenities, moving strips, and abutments. to minimize overthrow and to eliminate dry spots. Head types to match landscape layout is the responsibility of the 21. CONTRACTOR shall coordinate construction of planting areas Contractor, There shall be no mixing of head types within zones. with installation of irrigation system, 13. The Contractor shalt be responsible for the supply and 22, Where seeding may be required on the plans, germination rate installation of additional heads needed to cover dry spots or shall be the maximum precentage required for the variety slight variations from the site plan to the site, The specified at the rate of application specified, location and arrangement of these heads shalt be subject to the approval of the Landscape Architect. 23, Solid sod will be Installed in the areas as Indicated on the plan. Verify exact location and amount of sod as shown to fit SHEET TITLE 14. Although the electric supply will be stubbed out at the conditions. ' control clock by others, The Irrigation Contractor shall be 24, Sod areas shall be St, Augustine grade 'Floratam' unless responsible for all electrical connections from valves to the otherwise noted. Grass for sodding shall be freshly cut In controller/clock and controller to power source, (within 5') squares one foot wide by two feet tong. Sod shall be healthy, �� C free of insects, In naturally flourishing condition. Dry, 44 r= 15, The irrigation system wilt be fully automatic with pop-up brown, and unfresh sod will be rejected. heads in all sod and ground cover areas. The irrigation water SPEC ��� (®�� source will be independently metered by contractor -coordinate 25, Sod shall be laid end-to-end and side-to-side in a staggered I with general contractor, tine to form a uniform layer. All uneven edges shall be 16. If on irrigation design plan is not provided by landscape squarely trimmed to allow close and firm fitting of each architect, contractor is responsible for providing a shop piece. drawing showing routing, zones, heads, valves, and other infor- 26, After sodding Is completed, the entire sod areas shall be RELEASED FOR DATE mation for Landscape Architects approval prior to installation, watered by hand or, irrigation system each day for two weeks. Sodded areas shall then be top -dressed with a commerclat 7-27-95 fertilizer as directed herein at the rate of 12 pounds per SEEDING SPECIFICATIONS 1,000 square feet of area In on evenly broadcast pattern, 1. Certification of grass seed from seed vendor for each grass -seed 27, The LANDSCAPE CONTRACTOR is responsible for fully maintaining REVISIONS _ mixture stating the botanical and common name and percentage all plant material on site during and before planting, until by weight of each species and variety, and percentage of purity, the work Is accepted by the LANDSCAPE ARCHITECT and owner, germination and weed seed, Include the year of production and date of packaging 28, All plants shall be guaranteed by LANDSCAPE CONTRACTOR to be healthy plants and in flourishing condition of active growth 2. Deliver seed In original sealed, labeled and undamaged containers, for 90 days from final Inspectilon and acceptance 3, Grass Seed, Fresh, clean, dry, new -crop seed complying with All trees shalt be guaranteed on additional one-year from the Assoc, of Official Seed Analysts 'Rules for Testing Seeds' final inspection and acceptance. For purity and germination tolerances 29. The LANDSCAPE ARCHITECT, owner, or owner's representative, Seed Mixture+ 100 percent Bermuda grass (cynodon docty(on) with shalt have the right to reject any and all work which in his 80 % germination, 85 % pure seed and .50 max weed seed. opinion does not meet with the requirements of the 4, Certification of each seed mixture for sod, identifying sod source, specifications at any stage of the project operation. PROJECT ACAD-NAME Including name and telephone number of supplier, 30, In general, the work shall proceed as rapidly as the site structures, paving and utilities, becomes available. 5, Hydroseeding, Mix specified seed, fertilizer, and fiber mulch in 31, Within each planting bed a minimum of one plant per type water using equipment specifically designed for hydroseed application shall have a durable waterproof label , Tags Shall be removed SCALE SHEET Continue using until uniformly blended into homogenous slurry by Contractor within 2 days of final acceptance. NUMBER suitable for hydraulic application, Mix slurry with non asphaltic Apply slurry uniformly to alt areas to be seeded in a 1 -step 32. Plant beds shall be 1' wider than the reach of the most process, Apply mulch at the minim rate of 1500 tb per acre adjacent plant or shrub. dry weight by not less than the rate required to obtain 33. Plants shalt be oriented for their best appearance from the specified seed sowing rate. most prevelant side, work shown on this plan in accordance with specifications and 34. Plant losses due to 'acts of nature' will not be the respond - also as per Instructions of the Landscape Architect and Owner, blilty of the Landscape Contractor during the warranty period. I NORTH OF