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HomeMy WebLinkAboutBUILDING PLAN PAGE 30-452. 3 4 5 % 89�� ( 12 13 14 i5 7 16 A I F I J �2 N I CKICTU — 1 NA /OMAKI SLOPE PAVED HEADWALL PIPE SIZE SLOPE A B CU. YD. (EACH) 18"Xll" 4:1 5'-6" 6'-0" 1.06 18"Xll" 3:1 S'-6" 5'-0" 0.96 12" 3:1 T-O" 5-0" 0.90 n., a GENERAL NOTES 1. THE FILL SHALL BE PLACED AND FINISHED AND ALL SHORING REMOVED BEFORE ANY CONCRETE SHALL BE PLACED ON SLOPES. 2" CL 2. QUANTITIES SHOWN INCLUDES THREE (3) COMPLETE HEADWALLS, UNLESS NOTED OTHERWISE. 3. WHERE 6:1 FRONT SLOPES ARE REQUIRED, THEY SHALL BE ADJUSTED AS NEEDED TO FIT. 4. 8 INCHES THICK END WALL SHALL BE PERPENDICULAR TO FLOW LINE, WARP AND DRESS ADJACENT FILL TO FIT SKEWED CONDITIONS. EDGES OF PAVING PLACED UPON SLOPE SHALL BE PARALLEL TO SLOPE LINE. 5. DETAILS AND QUANTITIES SHOWN ON THIS DRAWING APPLIES TO REINFORCED CONCRETE AND CORRUGATED METAL PIPES. 6. SLOPE PAVED WITHOUT GRATE SHALL BE CLASS 1, HEADWALL WITH GRATE SHALL BE CLASS 2. 7. PIPES LARGER THAN 30 INCHES IN DIAMETER SHALL HAVE A CLASS 2 END TREATMENT WHEN TERMINATED WITHIN THE CLEAR ZONE. 8. ADDITIONAL 4 INCH THICK TOEWALL 12 INCHES DEEP WILL BE REQUIRED ON 30' AND 45" SKEW HEADWALLS. SEE DIMENSION "D" ON PLAN VIEW. 9. A MINIMUM OF 12 INCHES COVER IS TO BE PLACED OVER EACH PIPE THAT IS 48 INCHES DIAMETER OR LESS, AND 24 INCHES OF COVER IS TO BE PLACED OVER EACH CULVERT THAT IS GREATER THAN 48 INCHES IN DIAMETER. 10. ADJACENT PIPES SHALL HAVE A CLEAR SPACING BETWEEN PIPES OF AT LEAST ONE HALF THE PIPE DIAMETER. WWF 6" X 6" W2.9 X W2.9 MIN. REMOVE HATCHED PORTION OF PIPE. (FIELD CUT) CONCRETE PIPE SHALL BE BEVELED BY SAWING AFTER SLOPE PAVING HAS BEEN PLACED AND SUFFICIENTLY CURED. SOME HAND FINISHING MAY BE NECESSARY. METAL PIPE SHALL BE SHOP CUT AND REPAIRED. 4" SLOPE PAVING WWF 6" X 6" - W2.9 X W2.9 (FIELD CUT TO FIT) w WWF 6" X 6" o it CONSTRUCTION JOINT W2.9 X W2.9 MIN. I'N .;.I (OPTIONAL) ,FIELD CUT) � w ^_ 4" CL. R.C. OR =PIPE.. a" SIDE VIEW SLOPE PAVED HEADWALL DETAIL N TS I0GTHVP�1E5- SEE I)os CONCRETE HEADER CURB B RIPRAP AS REQUIRED A a 4" SEE PLAN 12" BERMED RIPRAP A- _ " BASE COURSE - ;' CONCRETE, + 3000 PSI, TYPE II .. . 6x6 W I A x W I.4 B lJ WELDED WIRE FABRIC A 1" PVC PIPE FOR TEMPORARY STORMWATER DRAINAGE DURING CONSTRUCTION 1" PVC PIPE FOR TEMPORARY STORMWATER SECTION A -A DRAINAGE DURING CONSTRUCTION NON -WOVEN GEOTEXTILE FILTER BLANKET SECTION B-B CONCRETE FLUME DETAIL NTS 2" HEAVY DUTY ASPHALT 8" BASE =iki - �al-� m x�xc sa uv*n. +,Sc !., q rwrsfi rv. - —ff 5" STANDARD DUTY ASPHALT 6" BASE (SEE SHEET C9 AND GEOTECH REPORT FOR PAVEMENT BUILD—UP DETAILS) DETAIL OF CONCRETE VALLEY GUTTER TOP OF CURB —6x6 W1.4x W1.4 WELDED WIRE FABRIC Plip—Te mwEIni142N mouimpniNasAw AVAILARLS. INTmEs Ss w oomosAND HE Li,COUPL6m WAiEkI T ( JOI ,0 K 9'IONIT �f) RT"N A: A E azaw 'wc. WW` Rl­ wjmcmm mumo, GASKEtPMSPlOOTBY SELL REDUCER NYL0PTASTCJ,SAN0UTSWUAp ADJUSTORAPEPERSNOINSERS PLM INJECTION MOLOSOWT AW WYE N TS PIPE DIAMETER/RISE I PIPE DIAMETER/RISE w co ir w w I � a 0 w IL NON -WOVEN GEOTEXTILE FABRIC WRAPPED PIPE JOINT DETAIL N TS DOWNSPOUTA INSERTED IN PASW PIPE INJIrGndN MIri.27�# : ' �' �'ti XECTION OASKETED EG71t".'t't WSEND .."t., a HOPE PIPE a. oAren oRAwrcxi nR olml i cacs.. Rai �9CRIfR10N ev MMV➢0/YY cHMo H11p} DBipI •/46 pRC ��'�IA 4&101AVENAN BLV� 'ALL Q i �1Qpti} ..iHrii HILLIMp; OHId 130% 71E URAWM NUMOM Sip-1401 mcn M Mw' N A C` 00 r �MM y w c u N y Q n�NN O 6 i p®N OW ct A-1 c� rsw O w �u B G C7Gw 0 tz 0 z U w1 Q � O a z - m C r •20 Wlrxl� STATE OF 4/G z z qwq � a O � � O W H F9 00 d- � M M z 0 K O 40 ";z O 7W 1�--i M 1646.20 DRA7WN r— ZAM PWM PCJ/PWM SHEET NO: 1 3 4 5 6 7 8 9 10 12 14 15 16 CIVIL DETAILS (3) A G I K L M N 4 REQD., MANHOLE RING & COVER TYPE III (FDOT INDEX NO. 201) ELEV. 18.50 READ., 1 EA. 3" DIA. SCH 40 PVC ELBOW INV. 15.45 2'-0" FINISHED FINISHED GROUND 20 LF 12" HDPE @ 0.25% REQD., 12" HDPE INV. 15.25 REQD., GROUT RISER TO BASE REQD., 24" DIAM. NYLOPLAST "DRAIN BASIN" RISER SUMP INV. 8.00 6 REQD., 24" NYLOPLAST "DRAIN BASIN" RISER RIM ELEV. 16.75 REQD., GROUT RISER TO BASE GROOVE SLAB TOP SECTION APPROX. 9" PRE -CAST CONCRETE BASE 28 LF 12" HDPE @ 0.25% 0 UD N O W 0- Q N r LL J L() PLAN VIEW 9 10 READ., ENSURE WATER TIGHT SEAL BETWEEN RISER/HDPE AND PRE -CAST STRUCTURE W/ NON -SHRINK HYDRAULIC CEMENT ENTIRE CONNECTION TO BE ENCAPSULATED W/ GROUT TO FORM SMOOTH INVERT REQD., 24" DIAM. NYLOPLAST "DRAIN BASIN" RISER REQD., ENSURE WATER TIGHT SEAL BETWEEN RISER/HDPE AND PRE -CAST STRUCTURE W/ NON -SHRINK HYDRAULIC CEMENT ENTIRE CONNECTION TO BE ENCAPSULATED W/ GROUT TO FORM SMOOTH INVERT REQD., 12" HDPE INV. 12.07 "BROOKS BOX" DETAIL NTS ZD 10' IU F 4 ue nn Be Valid (10'-30) 40' �o.n. MD/Y flPMs� C Yellow �- ddtlddtl Y LB'Yallaw I Y/Y RPMspYPJ L,y.J Ge Black. COMrasf 15' /y Mh YJY NPMs J -� AtoctseI G Yellow IIO'-30 — ALTERNATING SKIP LINE SOLID LINE WITH SKIP 6"Yellow (10-30) " W/H RIM, 6^ WMte (1010) �--� 1 IS L Y/Y flPMs RYP3 T---- o 6" Yello - Orx ally"aa I /Y,•fi"Yell ow 00'-30y� �r SKIP LINE �5�w W/fl A",,6" Ye(IOW a - 4c - ----40 — P ,A77 elr,_ 40 SKIP LINE WITH TWO-WAY LEFT TURN LANE IS 6"Yellow aft Npry RPMs D a �_-- Y/Y RPMs (Top) G Yelow (10-301^� E" Elms Contrast nlg� — 5" WhRP NO'-") � 40 l0' � 10, SOLID LINE WITH ALTERNATING SKIP = - o - �W/R HPMs i-6^ reudw 0 0 Y/Y RPM, - 5 Yellow (10 30') L 'Jj �-G"Gooble YPilow wnn "LA(A�_ 5" Black Corniest (Typ,l IS ce o _ `6Yellow I-- 40 0 qIt 10 IV 10 ¢Ireulen_vl ltaVlR.�� III RPM, (Tro) PINEP. o.. ,.'I'd ALTERNATING SKIP LINE WITH TWO-WAY LEFT TURN LANE DOUBLE SOLID LINE GENERAL NOTES: LEGEND: 1, Offset all News Pfrem stld O/C = BACK OF CURB lemPtodie.1 lines uolcl. oNerwlse d at head GOP < EDGE OF PAVEMENT r- 6^ White (10-30f 1 IT -` 1I,� -=0 +j"'� 1 2. S,koc, me, be redured for sharp RPM v RAISED PAVEMENT MARKER f 9 ired. W/H = WHIlE/HED RPM 3. For protection t of RPMs an ramps,Y/Y = YELLOW/YELLOW RPM W/R RPM, (TYP) robe Index 71]-003. � en ol't(dJ[ Y/N =YELLOW/PED RPM — 4. Make the traHle face of the RPM rhe ...e co:or a, lue pavement Mop =MONO-OIHEC'TfONAt MULTILANE l kmg that Ir Is spplementi"YELLOW RPM . 1gy-f YD DESCRIPTION: REv:51DN FY 2020-21 TYPIICAL PLACEMENT OF '"DEx SHEET 17/01/28 p STANDARD PLANS RAISED PAVEMENT MARKERS 706-00t I of 6 SI flEV1510N 77/O7/79 2 3 4 5 6 7 Solid pop, Line or Lane Ila, 1 3-1 Dotted Guide Line 6 IIIIIIII11111111111111111111111111;�6" Y-Y Coned Evterscmd Line Solid Cbemmu,n9 Line 1 IIIIIIII1111111111111111111111111111111111111111111�1� IF 1]^ ar 19' -( 6'-ID Extens(0 mIa la la eD'1D lo'0'mla'm lam 1tl a 1 / Two Passbeg Prohibited Ludes • • E • T 1 61 61 6 6 6 ��T' �6 -Lane R' - _ C 6 6 66' 6' 6' 6 E' 6' 6 6 6' l �6"1%1 Y-% Dotted Ints"lem9e Line % 7,11,79' 9 Y 9' 9E, 1% 1� 11 L,1111111"-16" 33333333'S 33'3533'3'3� !6'• Couple SONd It... { y" 3'-9 ULdne Line %Y IF % 9 9'%g 9 99'499'99'9'� lie IY Gaud Pedestrian Crosswalk Line 6 �II1 11 12, 933333333' 3' T' 3' 3' 3 24^ Solld Side Line 31' 3 1 ]Y' or 34" 1U-30' Skip Line Ar ■ 30' ■ 30' ■ 30 1• 30 W. T la ro 11a i0' la PAVEMENT MARKING LINES �SkIP ITYP.I Black contrast (TYP.) l0' —, 10, 1 to z0' 1 10 1 10, z0 1 IV I V 1 la 1 IV 1 p 10'-30' SKIP LINE WITH SHADOW MARKINGS 3 Wn", Skip (YET) 3 Bial Laovasl(TYp.) �o ■ ■ ■ ■o ■ o ■ ■ 131EI 6' IXI 9' 131YI 6' IT[ 9' 13131 6 IJI 9 IY131 6' 131 9 13131 E' 131 g 13131 6' 131 DOTTED LINE WITH ALTERNATING SHADOW MARKINGS (1-Y oohed Line Shown Other Dotted Led, Smeller) veld Lines Cansisl o/ Lane ties Lane L'ne Edge Line Hv FIT k Z) white Travel Lane q l Which F gue Lune space I/EOP C IddIr.fT9^Pher thhike (,on o Is Present add ane Equally 5paced additional Viemoo in the renter or The bike lane YIELD LINES — PY 2 PAVEMENT MARKINGS - STANDARDRD PLANS 8 9 INDEX I SHEET 711-001 2 Of 13 10 1 12 13 14 15 16 0) N um [e INC W WN A00, yO Ci�a O TE a <C C y w o /U " N e I -- .I F� m ti u" p Hr1 O H+r Tn aJ m U z�� N®/wrr` C) N N nn F Fa -I CAI P i®FRANNO C � di Lea y o � C t� R CY I XM V) -ry con z 0Ifeen,4) 0 dear, C 7t I I1+!!#RNNNq%Y.PISNRit. 0601 DI APPROX, DRAIN AREA= 9.96 SO IN APPROX. WEIGHT 3.54 LBS CC—=ggCC—__)io0012 X.50 l0 07.67 1 J- 1.25 1 25 IT 5.87 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES MWECT MATTER N WHICH DRAWNBY AWA MATEPoAL 31D0YERONAAW DIMENSIONS ARE IN INCHES NYLORASIHASPROPRIETARVRIGHTB. THERECEIPT "MIS GRATE HAS LIGHT DUN RATING OR POSSESSION OF THIS PRINT DOESNOT CONFER, DATE M4A PNX("a)SO4w QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7050-05 TRANSFER OR IICENSE THE USE OF THE DESIGN OR V FAX(NO)BSN410 PAINT: CASTINGS ARE FURNISHEDWITH A BLACK PAINT TEDINIcu INFauun"N SIgWN xEREIxBy ,I,D pN0iNi1NE �✓ �St• vrrxnMRPNMxu6m SIZE OF OPENING MEETS REQUIREMENTS OFAMERICAN DISABILITY REPPODUCTIN OF THIS PRINT ORANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE W&12 ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DMCLOSURE TO OTHERS 11N DROP IN JUSTICE, 28 OFF PART 38. pE IS61alE FROx NYLD0YL9�TGFlC WRTI"Tpoo1pence. DWGA SI 1:4 SHIRT 1OF1 MIND. 10111.116HE REV 0 DROP IN GRATE TOP SOIL i��i��i 1\�, M, 0801 DI 1001 DI NTLOPLAST DROP IN GRATES FIT INSIDE 1201 DI ADS N-12iHANCOR DUAL WALL, SDR 35 1501 DI SEWER PVC, E SCH Oil DYV PVC PIPE - -- 1801DI 2401 DI to IL -a THIS PRINT NSCLOSES.SAMECT MATTER IN WHICH DRAWNSY AM WITERIAL 3130WMMAW NYLOPIAST HAS PROPRIETARY RIGHTS. THE RECEIPT WFORB GAMSIS OR POSSESSION OF THIS PRINT DOES NOT CONFET, DATE 641E PHN(170)waI TRANSFER OR LICENSE THE USE OF THE OPSCN OR r4ylQ plr FA%(TM 537-]A90 TECHNICAL INFORMATION SHOWN HEREIN REWSI EBC 1`1101 iIMINANE 1�, isl �.'pT,IWlW��p REPRODU IIONOFTRSPRINTORANYINFORMATION THE CONTAINED HEREIN,ORMANUFACNRE DF ANT DATE fLI1 16 FORBIDDEN, F IEEFROM, FOR THE OISCLO%IRE iO017ER5 S N-7A IN DROP W OMTE INSTALLATION LS EXCEPT BY SPECIFIC WRITTEN - PERMSSNN FROM NriOPUST, mcl6 Mawr MINIM A BCpLL 1:S SHEET IOFi MIKE T001-110S17 REV E 12 13 1 14 15 16 L F F4 � z w wW� 5 � F< o � N N O O O Q� CC �+ OKI Tn N v H `O l' O m J O O W �A I� W Il� r K � a Y rO v 1 1� M PROJECT NO: 1646.21 DRAWN BY: ZAM/F CHWD BY: PCJ/PV SHEET NO: N C12 CIVIL DETAILS I 5 ,6 7 1 8 9 10 11 1 12 13 14 1 15 16 I I c D K I N 7 "t" 7() 7- k4j~ -,!ASS 250 'EMEhT'L)Hf ED 7 'o "I IN 71 Il J 7 TJ 4u, MAGNETIC WIRE AFFIXED BY —IDENTIFICATION TAPE I (r&' (TYP.) POLYETHYLENE P YE POLYETHYLENE NDTHYLENE, T TUBING SERVICE U M nesw ffM W47M MAIN I CORPOR14TMON DRY -CON 5 TOP STOP -7-1 — -1 - I - p - CONNECTOR 7 'T 17 Ff 1 1,�l I WIRE STAINLESS ST TAINLESS STEEL 71 i -T-7_7_-[-7-T-_ DOUBLE S7RAP SOWE SERME SADDLER/W rROMETYPE METER BOX By CONTRACTOR VFW PLAST= INC. RNIS'IED GRADE DFIVI219-10-3014F SMALL EXISTING SEE NOTE 14 By F.P.U.A. WATER MAN I' OR 2' POLYETHYLENE .__WG SERVICE LOCKABLE METER VALVE (NOTE 5) (CURB STOP CORPORATION STOP ON "" FORD PART I 841-XXKX-G, TNHN WIRE WITH ONE SHOT LOCK (STERLING SECURITY SYS-T&W STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE JR-05) NO WITH LP. THREAD 1. BLUE 10 G4UGE THIN WIRE 914U BE ATTACHED TO ME SERVICE LINE 2 WHERE SERVICES UNDER PAVEMENT ARE REWIRED, ME POLYETHYLENE TUBING SHALL BE INSTALLED WMW SCHEDULE 40 PVC CASING PIPE 3. f - & 314 - METER SIZES SMALL REQUIRE A LOCKABLE METER VALVE (CURB STOP) 4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 301, IN PAVED AREAS OR PLANNED ROADWAYS OR SWALES MIN COVER SHALL BE J6' 5 FOR 2* COMMERCIAL SERME INSTALLATIONS, FPUA WILL, INSTALL ABOVE GROUND METER PER DETAIL W-8. TYPICAL SINGLE WATER SERVICE CONNECTION (N. T.s.) 7YPICAL -SINGLE WATER W-2 PA Na ,IVSTwaTER ENGINFERNG I im ;L -L 7, e 7— it F TU&NO SEROGE ay I �t 7 T, ,YE 6 N 71- TW. q­- :�I AI� ... .... tv, Ie, L L A If, tt, U T­ TI-4t A LIMIT OF U77LMES AUTHORITY INSTALLATION TEE' FOR TESTNG 6" NppLc WATER METER APPROVED BACKFLOW ASSEMBLY 6* NIPPLE 6' NIPPLE w EMW—,,_ 90' ELBOW 2' LOCKABLE' 20 COR12GRATION; CORPORATION TEST PORT,,,. oll 17T19MV aptm 2- COPPER SERVICE PIPE NO 1. LANDSCAPING REWIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORM4NCE NO PLANTS OR TREES WMW t8" AROUND METER OR BACKFLOW. NO SOLDER JOWTS. 2. ASSEMBLY TO BE 29' FROM FINISH GRADE TO CEN7MNE OF ME FLANGED 90' BEND. WATER MUERAMCKFLOW PROENMR ASSEMBLY DOMESTIC SERVICE (QQYYERVAL (m I. S.) 7/14/202 0 STATE OF 1 �__ 10001_�' V F O O Un 0O M K O O PROJECT NO: 1646.20 DRAWN BY: ZAM/PN N1CHKT) BY: PcJ/Pw SHEET NO: C13 WATER CON DETAILS 4 1 5 6 7 I 9 o 12 13 14 1 15 16 3 c 5 7 8 9 10 11 12 13 14 5 16 �U N W In Cq q 0 N � `w�cd CT Dwow x ~� cl cq Q 0. o 44 z 6 6 �i r V w c v C) "x O"q 5 =:rOV ,rAn� cq cz 01 - r. r r„-�- C _ r- NOTES r: M ALL - - - N` -__ , t ,, ,.__ .� = L', '•• '-. , .. "SEiL�,�ihhYVMtEmiiWil�E5 ♦♦♦♦♦�� E NSF i:.T€ ra l r . v 23 �•G ' - -'f �E WAMWAI-Lf7n k0l d7TOP ¢ 1 C3s Lr�,�4,^. —E &' i A LIAN i .�0� STATE OF <v�: ONAL �111111 /i\\♦ W , ..,, .adu �c€„a €�'r _xs✓a.": opr tam —u s i1A «•, F,x �;. ., , v,,r. ,UM Si' ✓ A%E7 r RN ,_� w 7Sf1% $M�f' ' .sow G N N N A cV 7 YD �D l� .-i N ri a Vi y H A F, ��r ,r , w re ter;✓:" .,i ,. I x [nr - i '7 dG p p i 2 I' � '' r —�-gym ,.-�--ry � t ��..r., • � '� 1 p t it .. i : kt S,Affi1iY{l __—. ! ... 1 -' Y,r , l'✓m a..r,?.�iC I �I.. E i f} II i S'YO M -d W:r' a . ter° y , l �n k ,`"5t W T1 u W I r _ r'. - �!� 9f 1 ti �IJ Le t 3N@ - i -�- �- x n• ,• ; a r.L F ft '♦TA'ipO,l9�e�t,TTY�kF�1WlLM%@MW.W{5Gt iYSi{M"1Y�. "3tlbf f ;r 1, mw -------------------- G,;# l dNE rf*Ara, 0,'R M _ - ' PROJECT NO: 1646.20 T,7 r, 71, :. —,,,,_ ,r DRAWN BY: ZAM/PWM x ®...,m...CHK'D BY: ._°: f is c 4 SHEET NO� M7:fir. i. '.._ ,,rrr .cP .£1.'r,',"riE;i w i _r E ! �F , Lim ii C14 SEWER CONST DETAILS 2 3 4 5 6 7 8 9 10 1 12 13 14 15 16 3 4 5 8 �', J 2 13 14 15 16 NOTE: SEWER LIFT STATION DETAIL INCLUDED FOR REFERENCE. CONTRACTOR TO REFER TO "PUMP STATION DESIGN CALCULATIONS" DATED JUNE 1, 2020 AND UPDATED JUNE 121 2020 BY IME CIVIL & SURVEYING, LLC ' N A W °mN A o �r00 y N Z goo M M REFERENCE F.D.E.P. PROJECT # 0040075-323-DWC-CL AND COORDINATE WITH F.P.U.A. BEFORE ANY WORK IS TO BEGIN �; �Cnm II DI EO'. on Ell K'M MI A - FLOOD PROOF Y ALUMINUM �_. P U M F_! N F0 2 a .1 -_--0 ACCESS DOORW o R - E WET WELL LATERAL VENT HORWER 2HP LIFT STATION SCHEDULE (g pa FIBERGLASS VALVE BOX .. VOLTAGE AND 230V 1PH U O °� O o _ ___- 30 X 40 X 36 MANUFACTURE GRUNDFOS -- - - —„- ---- Z Q x O wEXAGGERATED FOR DETAIL �--- - -` — -- H INLET PIPE SIZE (9 4 0 6 El 8 L� OTHER __. H z � _ _ MODEL# SEG.A15.20 - LOCKABLE LID LOCKABLE LID LFORE MAIN SIZE 2.06-INCH - �__- v INLET PIPE TYPE �^SCH-40 ❑SDR-335- N SS HANGER PUMP DISCHARGE SIZE 1.25 INCH J INLET TYPE GROMMET [:]CAULKING HUB (� OTHER W z GRADE ______ _ - E/ONE EQUALIZER K VALVE BOX—_ _ Z YES_ ❑NO___vi L VALVE BOX PIPE — OSCH-40ZSCH-80OHDPE SDR11 — _ _ M IVENT TYPE STANDARD MUSHROOM VENT H //;\/,\\\ //�\//\\�/\\ ���\/�%%��//�� ODOR CONTROL VENT U J C EilCOD (C) __ __ ______. __ ,_ _ __ ____ _ " D i a t!) � j 0 a� ''' - LIFT STATION SIZE CHART ° TO CONTROL ty I 2" SS CAM AND GROOVE Q Q � U U PANEL i' FLUSHING CONNECTION 66 ,a( z DIAMETER (A) HEIGHT (B) COVER OVER DISCHARGE (C) I , I 2" HOPE 36" 84° ❑ 12" z ~ I� BALL VALVE �T r 102 48" _ ❑ 18„ ¢ D FLEXIBLE TO FORCE MAIN 060" _ -[� 108" 024" V / t'R1Nitlif9illfNlHkilli!f!ti I ENTRY BOOTS ')� -� - (�] OTHER ;� 120 I j h 126 - 0 48° W_wW_ ...... 1:38 _-.__ 0 OTHER---- a HEIGHT (B) L LIFTING CHAIN H WATER ALARM FLOAT LAG PUMP ON FLOAT LEAD PUMP ON FLOAT PUMPS OFF FLOAT e 4 _ � i l l..... •.,,,,... DIAMETER (A HDPE CHECK VALVE P-TRAP - HDPE 90• ELBOW POWER CHORD I) HDPE PIPE DISCHARGE ADAPTER - CONCRETE BALLAST (BY OTHERS) WET WELL VENT HDPE BALL VALVE .a " STATUN SECTION I VIEW. ''`NOTE VIEWS 'EXAGGERATED FOR DETAIL_ N.T.S. NEMA 4x ENCLOSURE NOTES: 1. OWNER TO FURNISH AND INSTALL ELECTRICAL EQUIPMENT AND ALL ASSOCIATED CONDUIT AND WIRE. 2. ALL WORK SHALL BE FURNISHED AND RFTRI, I-1 INSTALLED BY THE CONTRACTOR :... H. _{ j UNLESS OTHERWISE NOTED. C— —, L r'^ 3. PUMP CONTROL PANEL SHALL BE INSTALLED ON SIDE OF BUILDING OR RED ALARM LIGHT —� NO FARTHER THAN 25 FEET FROM e WET WELL ALARM PANEL his � sc�wutc-r 4. PUMP CONTROL PANEL SHALL BE WITHIN LINE OF SIGHT OF WET WELL FOR EASE OF SERVICE OPERATIONS. 5. ALL PANEL PENETRATIONS SHALL BE NEMA 4x FROM THE BOTTOM OF THE ENCLOSURE. OWNER TO FURNISH AND INSTALL ENCLOSURE. 6. ALL ELECTRICAL EQUIPMENT SHALL BE DEDICATED PUMP BREAKER SIZED INSTALLED ABOVE THE 100—YEAR ACCORDINGLY TO PUMP FLOOD ELEVATION IF APPLICABLE. SPECIFICATIONS IN EXISTING MARn: .. � Com TROL PANEA �` ! GENERATOR TT RECEPTACLE LOCKABLE ENCLOSURE I I ! LEI JE. �, { 1{ CONTRou, III (. „ I PUMP POWER , (j ,(FLOATS OR II I CABLES ( ! I RAN UCUIR) ! [ I (2" CONDUIT) `q i r"' t r CONTROL PANEL RACK MOUNT ELECTRICAL PANEL BOARD - CONDUIT HUB CONDUIT AS REQUIRED PER LOCAL CODE SEWER FROM BUILDING PUMP POWER CABLES CONTROL PANEL WALL MOUNT GRINDER PUMP FIBERGLASS VALVE BOX 30 X 40 X 36 LIFT STATION A VIEW DUPLEX CONTROL PANEL: CONTROL PANEL SHALL BE ASSEMBLED AND BUILT BY A UL508A CERTIFIED MANUFACTURE FACILITY. THE ENCLOSURE SHALL BE NEMA 4X FIBERGLASS WITH PADLOCKABLE DRAW LATCHES. THE ENCLOSURE SHALL BE ABLE TO BE WALL MOUNTED. THE FOLLOWING COMPONENTS SHALL BE MOUNTED THROUGH THE ENCLOSURE: -RED ALARM BEACON (LIGHT) -ALARM HORN -GENERATOR RECEPTACLE WITH WEATHERPROOF COVER -ALARM SILENCE PUSHBUTTON THE BACKPANEL SHALL BE FABRICATED FROM 0.125 MARINE ALLOY ALUMINUM. ALL COMPONENTS SHALL BE MOUNTED BY MACHINED STAINLESS STEEL SCREWS. THE FOLLOWING COMPONENTS SHALL BE MOUNTED TO BACKPANEL: -MOTOR CONTACTORS VOLTAGE MONITOR FOR SINGLE PHASE MOTORS OR PHASE MONITOR FOR THREE PHASE MOTORS -CONTROL TRANSFORMER FOR 460 VOLT -SILENCE RELAY -DUPLEX ALTERNATOR -TERMINALS FOR FIELD CONNECTIONS -TERMINALS FOR MOTOR CONNECTIONS FOR SINGLE PHASE MOTORS -GROUNDING LUGS THE INNERDOOR SHALL BE FABRICATED FROM 0.08 MARINE ALLOY ALUMINUM. THE INNERDOOR SHALL HAVE A CONTINUOUS ALUMINUM PIANO HINGE. THE FOLLOWING COMPONENTS SHALL BE MOUNTED THROUGH THE INNERDOOR: -MAIN CIRCUIT BREAKER -EMERGENCY CIRCUIT BREAKER -MECHANICAL INTERLOCK FOR EMERGENCY AND MAIN BREAKERS -SHORT CIRCUIT PROTECTORS -CONTROL CIRCUIT BREAKER -SEAL FAILURE INDICATOR LIGHTS -HAND—OFF—AUTO SELECTOR SWITCHES -PUMP RUN PILOT LIGHTS -POWER ON PILOT LIGHT -ELAPSE TIME METERS (NON—RESETABLE) •GFI DUPLEX CONVENIENCE OUTLET MISCELLANEOUS: ALL WIRING ON THE BACKPANEL SHALL BE CONTAINED WITHIN THE WIRING DUCT. ALL WIRING BETWEEN THE INNERDOOR AND THE BACKPANEL SHALL BE CONTAINED WITH A PLASTIC SPIRAL WRAP. EACH WIRE SHALL HAVE A WIRE NUMBER AT EACH END TO CORRESPOND TO THE AS BUILD DRAWING FOR FIELD TROUBLESHOOTING. THE CONTROL PANEL SHALL BE ASSEMBLED BY A UL508A CERTIFIED MANUFACTURING FACILITY. ANY VARIATIONS TO THIS PLAN SHALL BE SUBMITTED TO FJ NUGENT & ASSOCIATES TO CONFIRM THAT THE PROPOSED CHANGE DOES NOT CREATE AN EQUIPMENT CONFLICT. CROSS IDPE BALL VALVE COMPONENT SPE2ELCATIONS• ALL CIRCUIT BREAKERS SHALL BE MOLDED THERMAL MAGNETIC. THE MECHANICAL INTERLOCK SHALL PREVENT THE NORMAL AND EMERGENCY MAINBREAKERS BEING ENERGIZED AT THE SAME TIME. AN EMERGENCY GENERATOR RECEPTACLE SHALL BE SUPPLIED IN WITH DER STANDARDS. THE GENERATOR RECEPTACLE AL ACCORDANCE E SH L BE ADEQUATELY SIZED TO MEET THE EQUIPMENT OPERATING CONDITIONS, NEUTRAL TO BE SUPPLIED FOR BOTH 230 VOLT 3 PHASE OR 230 VOLT SINGLE PHASE POWER. ALL MOTOR SHORT CIRCUIT PROTECTION DEVICES MUST PROVIDE FOR UNDERVOLTAGE RELEASE AND CLASS 10 OVERLOAD PROTECTION ON ALL THREE PHASES. VISIBLE TRIP INDICATION, TEST, AND RESET CAPABILITY MUST BE PROVIDED WITHOUT OPENING INNER DOOR. OPEN FRAME, ACROSS THE LINE,CONTRACTORS SHALL BE RATED PER IEC STANDARDS AND PROPERLY SIZED PER THE MOTOR REQUIREMENTS. CONTACTOR SHALL PROVIDE FOR SAFE TOUCH POWER AND CONTROL TERMINALS. LIGHTNING ARRESTOR SHALL MEET OR EXCEED THE REQUIREMENTS OF ANSI/IEEE AND SHALL BE SUPPLIED BE INSTALLED BY ELECTRICIAN AND MOUNTED ON THE BOTTOM SIDE OF THE SWITCH DISCONNECT AHEAD OF THE PUMP CONTROL PANEL. A VOLTAGE MONITOR SHALL BE SUPPLIED FOR SINGLE PHASE SERVICE. A PHASE MONITOR SHALL BE SUPPLIED FOR THREE PHASE SERVICE, A GREEN PILOT LIGHT SHALL BE SUPPLIED FOR EACH MOTOR. THE PILOT LIGHT SHALL ILLUMINATE EACH TIME THE MOTOR IS CALLED TO RUN. EACH PUMP SHALL HAVE AN ELAPSED TIME METER TO RECORD THE ACCUMULATED RUN TIME. THE ETM SHALL BE 2" DIAMETER, NON—RESETABLE, SIX DIGIT, TOTALLY ENCAPSULATED UNIT. RELAYS SHALL BE ICE —CUBE PLUG IN TYPE OR PLC TYPE. RELAY CONTACTS SHALL BE RATED 10 AMPS MINIMUM , DPDT. TWENTY TERMINALS SHALL BE SUPPLIED FOR FIELD CONNECTIONS. EACH MOTORS OVER —TEMPERATURE CONTACT SHALL BE CONNECTED TO THE TERMINAL STRIP AND SHALL OPEN A CONTACT TO DE —ENERGIZE THE APPROPRIATE MOTOR UPON A HIGH TEMPERATURE WITHIN THE MOTOR. A 15 AMP GFI DUPLEX RECEPTACLE SHALL BE SUPPLIED AND MOUNTED ON THE INNERDOOR. GROUND LUGS SHALL BE SUPPUED AND APPROPRIATELY SIZED FOR EACH MOTOR AND FOR SERVICE ENTRANCE. NAMEPLATES FOR THE INNERDOOR AND BACK PANEL SHALL BE OF A GRAPHIC DESIGN, SPECIFICALLY DEPICTING THE INTENT FOR EACH DEVICE. OTHER_..N FASTENERS AND APPURTENANCES: ALL FASTENERS, LIFTING CABLES, FLOAT CABLE BRACKET, HINGES, AND APPURTENANCES SHALL BE MADE OF 304SS MINIMUM. • A 304SS SLIDE/LATCH ASSEMBLY SHALL BE PROVIDED FOR HOLDING THE DOORS OPEN ON THE WET WELL AND VALVE BOX. • SLIDE RAILS SHALL BE MADE OF SCH 40 304SS PIPE. • PUMP LIFTING CABLES/CHAINS SHALL BE 304SS. • PUMP LIFTING BALES SHALL BE MADE OF 304SS. EXECUTION: INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS IN THE THE LOCATIONS SHOWN ON THE DRAWINGS. CERTIFIED ELECTRICIAN SHALL MOUNT CONTROL PANEL AND CONNECT POWER SERVICE TO PANEL PRIOR TO STARTUP AND FACTORY REP SITE VISIT. THE PUMP CONTROLS AND PUMPS SHALL BE CHECKED FOR PROPER OPERATION AND ENSURE THAT ALL LEVEL CONTROLS ARE IN ACCORDANCE WITH THE PLANS AND FULLY FUNCTIONING. PUMP STATION SHALL BE VENTED PER MANUFACTURER'S RECOMMENDATIONS. BASIN INSTALLATION INSTRUCTIONS: 1. INSPECT ALL MATERIALS SUPPLIED TO ENSURE THERE ARE NO DAMAGES DUE TO SHIPPING PRIOR TO INSTALLATION. 2. EXCAVATE HOLE LARGE ENOUGH TO ACCOMMODATE BASIN, UNDERGROUND PIPING, BACKFILL MATERIAL, AND ADEQUATE WORKING SPACE. 3. PREPARE THE BOTTOM OF THE EXCAVATED HOLE WITH 6" OF BACKFILL MATERIAL OR CONCRETE PAD. CHECK BASE TO INSURE IT IS LEVEL AND SMOOTH. 4. INSTALL BASIN ON GRAVEL BASE OR CONCRETE PAD, ANCHOR IF NECESSARY. 5. CONCRETE MAY BE PORED AROUND BASIN BOTTOM IF BALLAST IS REQUIRED FOR BUOYANCY. 6. BACKFILL WITH PEA GRAVEL 4" TO 6" AROUND THE ENTIRE PERIPHERY OF THE BASIN/COMPACTED BACKFILL MATERIAL IN 12" LIFTS. STOP AND CONNECT PIPING AS REQUIRED. RECOMMENDED BACKFILL MATERIAL; GRAVEL OR STONE TO BE FREE FLOWING; NATURALLY ROUNDED AGGREGATE WITH A PARTICLE SIZE OF NOT LESS THAN 3/W OR LARGER THAN 3/4" IN DIAMETER. ELECTRICAL NOTES: I. DISCONNECT IS REQUIRED WITHIN SIGHT OR 5W MAX FROM PANEL LOCATION. 2. COORDINATE AL I, ELECTRICAL WORK PRIOR TO CONSTRUCTION. 3. PANEL SHAH BE MANUFACTURED TO UNDERWRIT'ERS'S LABORATORIES STANDARDS AND LABELED ACCORDINGLY. 4. EACH FLEXIBLE CABLE SHALL BE PROVIDED WrFH A WATERTIGHT SEAL:, AND SEPARATE STRAIN RELIEF. 5. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL MEET THE REQUIREMENTS OF WEATHERPROOF EQUIPMENT NEMA 0L 6. A IIOVOLT POWER RECEPTACLE WITH GROUND FAULT INTERRUPTION (GFI) PROTECTION SHALL BE AVAILABLE TO FACILITATE MAINTENANCE EITHER INSIDE THE CONTROL PANEL OR WITHIN 25 FEET OF CONTROL PANEL. 7. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 8. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS WITH APPROPRIATE MATERIAL 9. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT I0.NEUTRAL TO BE SUPPLIED FOR SINGLE PHASE AND THREE PHASE POWER 11. ELECTRICAL EQUIPMENT SHALL BE INSTALLED) ABOVE THE 100-YEAR FLOOD ELEVATION (WHERE APPLICABLE). 3 4 5 6 7 8 9 j 10 1 1 12 1 13 14 1 15 z e w Q U O a 66 Z run V z N 00 Z nN LLJ N M J �O ® Lu d- v' a Date 01/04/2017 Scale NTS Drawn EDS Checked By BDS Sheet 1 E W O O a, W 00 „ z M p W�, W K O • ?•� W '� L O M PROJECT NO: 1646.20 DRAWN BY: ZAM/P)A CHK'D BY: PCJ/PWD SHEET NO: N C15 SEWERT.S DETAILS 16 4 i 5 6 7 8 9 10 11 12 13 14 15 16 - Y•I> I --._ __. JCI>l.- -. Xljaa Ig,9. r �g XI6............:x H6a X166 .... - iXXIT�D�16 1 6�a XI6 XV,/a Y 62 g-. ,v. !I II y0 o - - ED x X x; >`. I I Xis X xI61 5 ED n XI6 J, I6<'0 tF, 15fl3. _ S9j t✓/ E. IRINIA Mm �z x XI xl CEP F s, X, XIS 16, 00 0) O� SBA (PUBLICLLIDEDICAT D M INED e 'I I $ga eT co XI I I APPROX. WATERLINE LOCAIION 15.3 w.-— 1-12,w. 12 w —X— 12W 12 w 12:w 6 1z w 1z w. 1z w—X� tz.1w 1z w 1zw-$ iz w iz w'. iz w 7 Iz w —1z w ---------iz W I- ---1? w----�1zlw :.:1z WSJ iz w iz w. 1�Y-- —izw 12 w— XXIS4y XI544 XX 8a :.. ., v v > X ° .. 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EROSION CONTROL LEGEND CEP Construction Exit Pad GS Grass Swale I I I _. o LJ �^ , (r,�:�> >5 q " E a , : a ///a#� a � . _-� — __.___A-__— .`Y-%'-•`__ "-_;'>:-.:..,.°; ,_. —' :, {1{�. h .. ..a I OP Outlet Protection {SI f�.- I , IP Inlet Protection k .._. Ie I SBA Sediment Barrier(Silt Fence, Type A) -I P / > a a a a a a a a • a # a a a a e—. X'_ i t '.a a a \# ~ I I I f I 18 } . . a > a f - j . �` DBA Double Sediment Barrier (Sift Fence, Type A) a16a ..s?I- a a a 17 (Ir a I I I I BA Bio Retention Area a a a > • i 3 a a a a ". -..a J' 1 15 5S Solid Sod q V II > II� a > 4 � TP Tree Protection Wv I } > I I Am 00 Wattles aIF x I P/ V P �\ X�\II x,. » a .� •}a� �% W1. , aa a a aaa ON aa a aa a aa s .SUBJECT .• _ .PAR 01,ELS } a # a } q]a �I I l , a silt Fence (SBA) CA H APPROX." 1.80 AC SS (Solid Sod /Seed &Mulch) ")BA a # All Areas Required To Be Properly Stabilized PROPOSED BUILDING I I I Iti >,�, l ( r ` 1 a ' CONSTRUCTION PHASE SEQUENCE LEGEND BENCHMARK CRF L CAPPED ROD FOUND CRS O CAPPED ROD SET R0V�'— RIGHT-OF-WAY PROPERTY LINE - — - PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE Opp— EXIST. OVERHEAD UTILITY AND UTILITY POLE GUY --Opp EXIST. GUY WIRE AND UTILITY POLE VV- W EXIST. WATER LINE —SS—SS—EXIST. SANITARY SEWER LINE TEL TEL EXIST. TELEPHONE LINE n EXIST. FENCE LINE EXIST. PIPE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6' CONCRETE CURB Z°PP EXIST. CONC. POWER POLE EXIST. LIGHT POLE 0 EXIST. WATER METER NWV EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. ASPHALT PAVING EXIST. CONCRETE PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) -- — __ EXIST. 1 FOOT CONTOUR EXIST. 5 FOOT CONTOUR 'A14,60 EXIST. GRADE SPOT ELEVATION is PROPOSED 1 FOOT CONTOUR is PROPOSED 5 FOOT CONTOUR 13.50 T.O.0 - FINISHED GRADE ELEVATION (TOP OF CURB) 13.00 FINISHED GRADE ELEVATION �♦ DRAINAGE DIRECTION J 100 Vl I I I I f ' HA . ' C� .�( a a a •� a a a � a Y P SE ONE aaaaaa I 4. 1 / a IIffsa - ©?�Qaa #aa II I II I I II I IIn II II I • INSTALL CONSTRUCTION ENTRANCE/EXTT °' • INSTALL TREE PROTECTION0 CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT xINSTALL SILT FENCE (SBA) PHASE TWOt,. Ca9 g LL P OF.F.E. 19.00 ; `- -jP } a J """s a I I I I • CONSTRUCT AND STABILIZE WATER QUALITY POND/SEDIMENT BASIN ' INLET AND OUTLET PROTECTION TO BE INSTALLED i- a a i a a a a i♦ a J } I I I I PHASE THREE p K C7 Q ' + . a a a a a a �.. i' 3 a aaaa a a III • DEMOLITION AND REMOVAL OF DEMO DEBRIS I t I W_ a ,.I o a aa j I I I II'• CLEAR/GRUB REMAINING SITE AREASgf7__ J I I 11 I' ,..�Q ♦ a 1� a a a a a a a it _ a a a a a} 0 '�cl �J.� a s a aaa a.::j a,�,_-a a ::a. �. a s I I PHASE FOUR 0 D_ a 59 \��*� _ ° v o •'!^ - a '� a .y� a a a a a _ III a .� '; a aaaa a a a aaa 1 IST2 '\ r .. ' > >'� . aaa } a a'a a a a • GRADE SITE TO ROUGH GRADES ,I , O rya_ x Xr a la a Sa a a a a ( I I . II PHASE FIVE Ibj4o �.y I6,I1 S� 1 a a a a a 15 , 18 Y8 17' a a a a a a a a a Ij j 0l a s 16 a a a a a a a a a a a a a a • a a a a a a a♦ a a a 16 a a a Q -_ ' a 7 a a a a a a a a CONSTRUCT UTILITIES (WATER, SEWER) a � a 8 _18 a a a a 18 I I I I( I • BUILDING CONSTRUCTION BEGINS a, a a a a18 v Q 17 17 17 16. I I II PHASE SIX Z I r Ia a' S89° 57' "W 255.31 I I I CONSTRUCT ROADS (PAVING, INLET PROTECTION, CURB AND GUTTER, SIDEWALKS) BUILDING CONSTRUCTION CONTINUES xl$ SDB I I 1 � � SE�f' 5/8" IRC ''I q � � I � � PHASE SEVEN 0-(LB8�9B, SBA �, DBA V I I FND 5/8' iR / ' I I <Q I • BUILDING CONSTRUCTION COMPLETED P • STABILIZE DISTURBED AREAS WITH SOLID SOD xl Xlsvo 610 xi,NO ID) -N- I �XI4 _ III II III 0 X7s�s ' X6< i� _. - 4�X �-x x X I \ ;\ ICI I� l.•, \\ � I I I I � /P._-... II 4 5 6 78 g • INSTALL PERMANENT LANDSCAPING PHASE EIGHT • REMOVE BMP MEASURES • CONVERT SEDIMENT BASIN TO PERMANENT FUNCTION BY REMOVING CAPTURED SEDIMENT AND INSTALL PERMANENT VEGETATION IN DISTURBED AREAS. • PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF TERMINATION 10 12 PROPOSED RIP RAP W/ FILTER BLANKET RAINFALL INSPECTION NOTE: ALL EROSION CONTROLS SHALL BE INSPECTED BY A QUALIFIED PERSON WITHIN 24 HOURS OF A RAINFALL EVENT OF } INCH OR GREATER AND REPAIRED AS NEEDED. GRAPHIC SCALE 20 0 20 ( IN FEET ) 1 inch = 20 ft. SITE CONSTRUCTION DEBRIS DISPOSAL NOTE: A DUMPSTER OF SUITABLE SIZE SHALL BE ON -SITE DURING ALL PHASES OF CONSTRUCTION ACTIVITIES AND EMPTIED AT A SUITABLE PERMITTED DISPOSAL SITE AND REPLACED AS NEEDED THROUGHOUT THE DURATION OF THE PROJECT. ALL DISPOSAL SHALL MEET ALL LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. 1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LATEST FDEP STANDARDS. 2. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 14 DAYS SHALL BE COVERED WITH SEASONAL TEMPORARY SEEDING AND MULCHING. 3. ALL SLOPES SHALL BE TRACKED PERPENDICULAR TO THE SLOPE. 4. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED, 5. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL BE CONTRUCTED, INSPECTED, AND APPROVED PRIOR TO WORK ON ANY OTHER TASK, UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER. 6. ALL DISTURBED AREAS WILL BE SOLID SODDED OR SEED & MULCH (SEE LANDSCAPING PLAN). 13 1 14 � M A N 5 w ou'w m Ou �zN�8 O 9 c C v O Eb O O N O q v M o oA � N SITE SURVEY PROVIDED BY: 15 ENGINEERS 0 SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 772-462-2455 www.ede-inc.com 16 9 I � 00 M t!1 Cd r, � aj- r ct O r�NN �in N U ON O aNe4Ow 0 w bq t(! � O � U o yy� PROJECT NO: 1646,20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: J C16 EROSION CONTROL A D C D G I K I N 3 4 ( 5 6 i ( 8 STEEL "T" POST OR HOGWIRE AN APPROVED EQUAL FABRIC MATERIAL IN TRENCH APPROXIMATE COMPACTED BACKFILL STORM DRAIN 6" X 6" TRENCH PIPE RUNOFF 3xd 1 1Y 'r r,v r d � ,C Q� DUMPED RIP -RAP CK BERM o Q RO I Cj PLAN VIEW d ROCK BERM DUMPED RIPRAP ry ti v , SEWER 12" MIN. uL DOZER TREADS CREATE -- GROVES PERPENDICULAR TO THE SLOPE SURFACE ROUGHENING NTS F GADE - RARE I <1%FILTER BLANKET OR FABRIC SITE VIEW RIPRAP OUTLET PROTECTION NTS SECTION 9 10 11 ( 12 13 ( 14 1 15 2 WIRES TWISTED TO SINGING TAUTNESS (12 GA. MINIMUM) —\ GROUND LINE 7'- 0" MAX. II II II u u u STEEL "T" POST �- HOLES SHALL BE PROPERLY OR AN APPROVED BACKFILLED AND TAMPED WITH EQUAL (TYPICAL) SOIL TO APPROXIMATE DENSITY OF EXISTING SOIL SILT FENCE TYPICAL SILT FENCE INSTALLATION 7'- 0" MAX. 3'- 0" MIN. i STORM DRAIN INLET WATTLE WATTLE STORM DRAIN PIPE TYPICAL INLET EROSION CONTROL NTS p' ADJACENT ROLLS k� SHALL TIGHTLY ABUT \ 3,0 3"-5" ,o SLOPE ISOMETRIC NTS 8"-10" DIA. ill xl" STAKE NTS SEDIMENT ORGANIC MATT SPACING DEPENDS ON ER, SOIL TYPE AND SLOPE AND NATIVE SEEDS ARE STEEPNESS. CAPTURED BEHIND THE ROLLS SLOPE SECTION NTS NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3" — 5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. STRAW WATTLES NTS NTS 6" MIN.—/ N.S.A. R-2(1.5"-3.5") COARSE AGGREGATE GEOTEXTILE UNDERLINE GENERAL NOTES WIDTH = FULL WIDTH OF VEHICULAR 1. TYPE "A" SILT FENCE SHALL NOT BE USED IN AREAS OF ACCESS, 20' MINIMUM. CONCENTRATED FLOW. PROVIDE PERIODIC TOP DRESSING WITH 2. SILT FENCES ARE TEMPORARY EROSION CONTROL ITEMS THAT 2' STONE, NECESSARY. SHALL BE ERECTED OPPOSITE ERODIBLE AREAS SUCH AS NEWLY STONE SIZE = 1 1/2" TO 3 1/2" DIA. GRADED FILL SLOPES AND ADJACENT TO STREAMS AND CHANNELS. 3. REPAIR OR REPLACE DAMAGED FABRIC AND SUPPORTS AS NEEDED AND REMOVE SEDIMENT WHEN IT HAS ACCUMULATED so' OVER 1/3 OF THE HEIGHT OF THE FENCE. SEDIMENT MUST BE MINIMUM RETURNED TO SUITABLE ONSITE SEDIMENT STOCKPILE OR TRUCKED OFFSITE AND DEPOSITED IN AN APPROPRIATE DIRT STORAGE FACILITY. 4. WHEREVER POSSIBLE, SILT FENCES SHALL BE CONSTRUCTED AS REQUIRED ACROSS A FLAT AREA IN THE SHAPE OF A HORSESHOE. THIS .� AIDS IN PONDING OF RUNOFF AND FACILITATES SEDIMENTATION. 5. AFTER THE CONSTRUCTION AREA IS STABILIZED AND EROSION ACTIVITY CURTAILED, SILT FENCES SHALL BE REMOVED. 6. RING FASTENERS USED TO SECURE GEOTEXTILES TO WOVEN WIRE SHALL BE 13 GA. (AMERICAN). 7. IF WOOD POSTS ARE USED, STAPLES FOR SECURING WOVEN WIRE TO POSTS SHALL BE NINE (9) GAUGE, GALVANIZED, 1 1/2" LONG, FIVE (5) PER POST ®APPROXIMATELY 1'-0" ON CENTER. 20' MIN. 8. WOVEN WIRE TO BE 12 1/2 GAUGE (MINIMUM). STONE PAD CONSTRUCTION EXIT SPECIFICATIONS WOOD OR METAL STAKES (2 PER BALE) STRAW BALES (2 BALES HIGH MAX) ORIGINAL GROUND ZAN GRAVEL -FILLED BAGS IN CORNERS 0 A I 0 NTS CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION —STAPLES PLYWOOD (2 PER BALE) PLASTIC LINER I 4'-0" X 2'-0" PAINTED WHITE BLACK LETTERS 6" HEIGHT LpG SCREWS — — I 0 WOOD POST (3N1" X X 8'-011) SECTION A -A 14'-9" MIN 0 0 0 0 0 0 0 0 0 0 � o � o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 1 + CONCRETE + WASHOUT + + —STRAW BALES WOOD OR METAL STAKES A WEDGE LOOSE STRAW BETWEEN BALES GRAVEL —FILLED BAGS IN CORNERS CONCRETE WASHOUT SIGN DETAIL wLu II STEELAIGE WRE .STAPLEII DETAIL PLAN TEMPORARY CONCRETE WASHOUT FACILITY 16 W�WN A 00 r-I O -I¢ N V 0'�-�� N N p cN, a ®N O w U M w (D o ccs - C o 0 a ll ^^ V] V l �. ' � z �u O 2 ----I i 0 < I r. D 4�� F ' w q S H o > o Cci W o 0 0 0 0 w H a 0 0 w • �•i O 00 K v �--� A -I Ct ;--I L 0 IW r� -1 r PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: 9 1 10 12 (ON GRADE) 13 14 15 6 EROSION DETAILS 7 n. 5 6 7 8 9 13 14 15 16 I K N SYMBOLS: ® Work Space D Work Zone Sign Lane Identification and Direction of Traffic •+ Pedestrian Longitudinal Channelizing Device (LCD) 11 R9-11AR SIDEWµCLOSED CROP HERE► R9-IIAL ! 1 SIDEWALKK CLOSED SIDEWALK w20-1F CLOSED ERE SIDEWALK CL09ED ROAD ♦�� R9-9 WORK USE OTHERSIDE (See Note 2) AHEAD R9-70 (see Note 2) 4— _ 4— y SOEWALKCLOSED M4-98L I, D f�fOl1R USE OTHER SIDE DETOE ` M4-93R R9-10 1,I (See Nate 2) y I. DETOUR TOLI 1 ROAD ~ 1 WORK M4-9HR l i t AHEAD I ` W20-IF PEDESTRIAN DETOUR NOTES: 1. Cover or deactivate pedestrian traffic signal display(s) controlling closed crosswalks. 2. Place pedestrian LCDS across the full width of the closed sidewalk. 3. 'Sidewalk Closed" signs (R9-XX) may be mounted on pedestrian LCDs in accordance with the manufacturer's instructions. TRAFFIC CONTROL PLAN ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART 6 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CURRENT EDITION. POSTED SPEED LIMIT OF VIRGINIA AVENUE IS 45 MPH POSTED SPEED LIMIT OF S. 38TH STREET IS 25 MPH LAST vexeon wrv: REVISION �; FY 2020-21 INDEX SHEET u/ar/I9 STANDARD PLANS WORD ON THE SIDEWALK a is 07S 1 of 2 4 5 6 �i 8 SPEED LIMIT 45 Nump POSTED SPEED LIMIT (VIRGINIA AVE) SPEED LIMIT 25 POSTED SPEED LIMIT (S 38th ST) W20-7A MOT-18-70 (See Note 2) W20-4 (See Note 3) MOT-13-06 W20-IF G20-2 (See Note 4) (See Note 4) tX uMEIL END RnAD STRIPSRDADWORK 'AHEADTemporary Raised Rumble Strip Set (See Note 31 250'X X X X L .. _ ■ 717 X I X X X X U Temporary Raised Rumble Strip Set m, D, (See Note 3) y1' ys' 50'-1001 50'-109 RDAD �Ex nNEB UMRL ONE LPN ROAD NWORK WORK wruarroH�i�ws eTn lPs ROAD IX& AHEAD PREB@!t AHEAD MEAD - (Seee Note 4) MOT-13-06 W20-IF (See Note 4) MOT-I8-70 W20-4 W20-7A (See Note 3) (See Note 2) NOTES: 1. L = Taper Length U = Buffer Length X = Work Zone Sign Distance See Index 102-000 for "L" %P "X', and channelizing device spacing values. 2. Optionally, use "Flogger Ahead" sign with symbol (W20-7) instead of "Flogger Ahead" sign with text (W20-7A). SYMBOLS: 3. Use temporary raised rumble strips in accordance with the Plans. If temporary ® Work Space raised rumble strips are not used, omit "Rumble Strips Ahead' , -gns (MOT-18-10) and associated work zone sign distance. See Index 102-000 ^el temporary raised • Channelizing Device (See Index 102-000) rumble strip details. Ili Work Zone Sign 4. The "Speeding Fines Doubled When Workers Present" signs (MOT-13-06) and "End ---* Lane Identification and Direction of Traffic Road Work" signs (620-2), along with associated work zone sign distances, may be p- Flogger omitted when the work zone will be In place for 24 hours or less. a R LAST REVISION DESCRIPTION; FY 2020-21 TWO-LANE ROADWAY, LANE CLOSURE USING INDEX SE HET v/oi/19 W STANDARD PLANS FLAGGERS ]102-025 7 of ? • try $$ R S l� aT..rnr N % WI-5 1 6 R8-IL — — — — ICl/ I nl 1" 111, 5" White l R6-]L ss R6-7L 6" White � for xeivl arern, �o _(i -b G TW Nose Widths 30' h F R6R6-1 and Greater Nose Widths — — _ — Less Than 30' mm,um or Train, RI-2 oneexlm ar rreinc _ __ _ ,�f 0",,am or ran, �. 24" White onenlm ar rr.rrm r� 24" White WI-6 ]2'-0 Cn A _-1 c`a Min. R6-IL R6-1L - ti (D ICJ Min. ft6-]L R6-IL a --� R6-IR R6-1R STOP RI -I I RI-1 DIVIDED R6-3a R6-3a HIONWFY TYPE I OBJECT MARKER PLACEMENT DI rtlon Trif1¢ nl u — — — / 101c nl a LAST REVISION 11/01/19 41-0" Center to Center Min. 8-0 center center to C- -- "-" TYPE 4 OBJECT MARKER PLACEMENT FY 2020-21 MgN STANDARD PLANS {I tt I O Reflective Button I I = Sign Panel- Zee Sr Wind BI Sign Post OBJECT MARKER DETAIL 12 NOTES: 1. Index applicable to. residential and minor streets only, Major streets to be evaluated on a case -by -case basis. 2. Install Object Markers in accordance with Index 700-010 3. See Index 771-007 for pavement markings. TRAFFIC CONTROLS FOR STREET TERMANATIIONS 13 14 U N Ln M W moo N A ® d' lc-noM 'o_ ,~ N M M o a cd -t c U�NN N C Kl U �b L� SN �z v o ®Cqow b C-4 rov � �� a L" N '� •"�' IqL CAV, H Einnimmi rmB J PPS Ci � e,e D CC E .. 2 �` Z.. t'8 V V 0 v G r U N U L f F ZO 07 � 3 F a a � CI c? z U pzW o G Q ti w O O O � 7 La M Z W _o I I IIIIIIIIIII� . y 1�1 • r`I = A L /1� 1� �j 11 yv ram-( M PROJECT NO: 1646.20 DRAWN BY: ZAM/PWM CHK'D BY: PCJ/PWM SHEET NO: INDEX SHEET Ili C18 )0a09 1 of 4 TRAFFIC CONTROL 15 16 A on CI DI EI FI G no KI LI MI EI I 1 2 1 3 4 5 1 6 1 7 8 9 10 11 12 13 14 QF WAY TAKING (ORB 787, PG 57) N89'51'45"(D) N89-53'42"E(C) __4.C,25 9 )L)— o — o _ _ �E� : N1 AVE. az oa f— EX. UNDERGROUND COMM LINES(2) —, 2'1V 12"W 12"W .12 W 12••W 12••W 12"W 12••W 12"W 12"W 12'W 12"W - 12'W 12'W s 16 EX. UNDERGROUND --S- ILITY EASEMEN' '31) ELYv—r -_ELECTRIC LINES EX. TRA CABINET \ III YARD SETBACK —17 16 is / 151a— _ -14- I ; is \J L16 \�� rm ilh 11� 17 -+S— �f ,s I FT II II II II II � 12•'W I12•IW 2••W I— To I N I�IIII�� s ih IIIII I � � 8 i" IIII I II� I I wl I I I 11 IIII IIII' 1 jlll�lll I I IIII I IIII IIIIL� III I II I �I� IIII��jIII IIIII�1111 I� IIIIII I �III�IIII �I I II1111 IIII �! 'IIIII ,, IIIII I I I �� IIIII III ^II! II I I q ''� 11�I11I III IIIII , 1, Ili IIII l I I III II II III IIIIIII II II��II III II II o� � IIII I►j ll I I III I I II �111 I III I II �' � 16� / I ■ --- 16 I I 17 --� .: / I . 17 17 11 18 18--- _13 17 18 10' I ANIICCAPF RI IFFER 71 ._._17_..—_ _- — � 1 III IIII � � IIIII I — --,_ / ) � � ( I �, � IIII I� ► I TREE REMOVAL & MITIGATION (No Trees to be Preserved) Total Regulated Canopy Tree DBH To Be Removed: 301, Required DBH To Be Replaced (2:1): 601, Required 4' Trees To Be Replaced: 15 Trees Provided Canopy Replacement Trees: 15 Trees Total Palms to be Removed: 4Palms Required Palm Replacement (1:1): 4Palms Provided Palm Replacement: 4Palms PNT 9 DRH (ImENU $. SPECIES COMMONNAME CJTY MITIGATION MITIGATION SI71= 1002 40" Quercus laurifolia Laurel Oak 1 No/Unhealthy N/A 1003 40" Quercus laurifolia Laurel Oak 1 No/ N/A 1000 24" Quercus laurifolia Laurel Oak 1 No / Unhealthy N/A 1009 36" Quercus laurifolia Laurel Oak 1 No/Unhealthy N/A 1011 10" Quercus laurifolia Laurel Oak 1 No/Unhealthy N/A 1007 Sabal palmetto Cabbage Palm 1 Yes N/A 1008 Sabal palmetto Cabbage Palm 1 Yes N/A 1010 Sabal palmetto Cabbage Palm 1 Yes N/A 1012 Sabal palmetto Cabbage Palm 1 Yes N/A 1004 18" Pinus ellioottii Slash Pine 1 Yes 181. 1001 12" Pinus ellioottii Slash Pine 1 Yes 12" TREE PRESERVATION NOTES TREE SURVEY DISCLAIMER: 1. ALL TREE SURVEY INFORMATION HAS BEEN PROVIDED TO LANDSCAPE ARCHITECT BY JADE ENGINEERING. TREE PRESERVAMN/R MOVA NOTES., 1. ALL TREES PROPOSED FOR REMOVAL ARE SHOWN IN BLACK WITH AN "X", WHILE ALL TREES TO BE PRESERVED ARE SHOWN IN GRAY. 15 16 architecture land planning ",:27landscape placemaking Foley, Alabama raj P. 251.98.711 4Alaba8ma Mobile, 2,11,344,4023 Jackson, Mississippi P. 01,790,790.0787 6 landscape architects LC26000643 www.was-design.com l� A M Z Cz M ce3 M m � � CNN ox =V)t g a;NrxOw (� U 0 a c cop) W P, N rA O U y D �S E Registration — FL LA6666896 Drawings not valid without seal July 14, 2020 F o� 3 G Q Ica r HNt 0 04 M Z � M C) W U 'mow L� O v1 M PROJECT NO: WAS: 193097-142 DRAWN BY; SW CFXD BY: Vw SHEET NO: "I TP200 TREE PROTECTION PLAN Scale: 1 "= 20' 0 20' 40' 0 2 1 4 5 6 7 8 9 10 11 12 3 1 14 15 16 n :m CI no EI FI GI A no KI A MI fin 1 1 2 1 3 1 4 5 1 6 1 7 1 8 1 9 I I Ld Lv i I � I C I I a o I a I X I �CL I 10- Q I V I I I I I I I I I I •• E =i ,�� jp a - ,V19 .i• .� Iluyilii �m:'n'� jell • • i M INTERIOR '• VUA • INTERIOR9ki -L VUA • �L 0 W, 4 1 !Dl�tlt�k_tee.�rpe INPOPP+`e�er�re;,R�e�e�xti��t�pct ' ••• FENCE • ' 90 _ • • •. 10 11 12 I 13 I 14 I 15 16 landscape architecture land planning ":40 Fit placemaking Alabama P. 251. 8.7181 � � M bile, Alabama Mobile, Alabama DESIGNPP. 23 Jackson, Mississippi 61.790.081 landscape architects LC26000643 www.was-design.com VIRGINIAAVE. FRONTAGE ROW REQ. PROVIDED 1 tree per 30LF ROW @ 229.1 LF = 7.64trees Total Frontage Trees Required: 8 trees 8trees 1 shrub per 3 LF ROW @ 229.1 LF = 76.35trees Total Frontage Shrubs Required: 77 shrubs 50shrubs S. 38TH ST. FRONTAGE ROW REQ. 1 tree per 30LF ROW @ 293.8LF = 9.79trees Total Frontage Trees Required: 10 trees 10trees 1 shrub per 3 LF ROW @ 293.8 LF = 97.941rees Total Frontage Shrubs Required: 98 shrubs 50shrubs BUILDING FACADE LDSC STRIP REQ. 1 shrub per 3 LF of BLDG perimeter @ 200.0 LF = 66.67 shrubs Total Shrubs Required: 67 shrubs 83shrubs INTERIOR VEHICULAR USE AREA REQUIREMENTS Required Interior Landscape Area 24063 sf VUA - 15 sf = 1,604 sf Total Interior Landscape Area Required: 1,605 sf 1,608 sf Required Interior Trees 1604 si - 180 sf = 8.91 trees Total Interior Trees Required: 9 trees 9Trees SOUTH LDSC BUFFER B(TVUA & ABUTTING PROPERTY 1 tree per 30LF VUA @ 90.1 LF = 3.00trees Total Trees Required: 4 trees 4trees 1 shrub per 4 LF VUA @ 90.1 LF = 22.52trees Total Shrubs Required: 23 shrubs 39shrubs EAST LDSC BUFFER B/TVUA & ABUTTING PROPERTY 1 tree per 30 LF VUA @ 303.1 LF = 10.101rees Total Frontage Trees Required: 11 trees 1ltrees 1 shrub per 4LF VUA @ 303.1 LF = 75.78trees Total Frontage Shrubs Required: 76 shrubs 77shrubs rl- o A oMo M ct � CNN o� Pa p Ln ai -71 >C g aN�Ow 0 rTrl � �Q C ^ o T/1 a)O 0 o <CU�� D ¢�y E Registration - FL LA6666896 Drawings not valid without sa July 14, 2020 F El 2 a o z 0 o q H 0 K Jct o C c bb > O W M PROJECT NO: WAS: 193097-1, IDRAWN BY: SW --- CHK'D BY: VW SHEET NO: "I LP200 LANDSCAPE PLANTING PLAN Scale: 1'= 20' 1 2 3 9 5 6 7 0 20' 40' r]. c X E 10 12 13 14 15 16 A B D E F G i i K 2 3 4 5 6 I 8 1 9 10 PLANT SCHEDULE TREES CODE CITY BOTANICAL NAME COMMON NAME CONT CAL HT AR 15 Acer rubrum Red Maple 30 gal. or B&B 3" DBH 12' BS 3 Bursera simaruba Gumbo Limbo 30 gal. or B&B 3" DBH 12' QV2 19 Ilex x attenuata East Palatka' East Palatka Holly 45 gal. or B&B 3" DBH 12' 1. LN 2 Lagerstroemia indica 'Natchez Natchez' Crape Myrtle 30 gal. or B&B 8'-10' • TD 20 Taxodium distichum Bald Cypress 45 gal. or B&B 3" DBH 12' TR 2 Thrinax radiata Florida Thatch Palm 30 gal 5'-7' PALM TREES CODE CITY BOTANICAL NAME COMMON NAME CONT CAL HT • SP 4 Sabal palmetto Sabal Palm FIG 14-16' H kxo,i, SS 6 Sabal palmetto Sabal Palm FIG20' CT SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HT W QBW 168 Conocarpus erectus Buttonwood 7 gal NP 32 Nerium oleander'Petite Pink' Petite Pink Oleander 3 gal } RS2 44 Rhaphiolepis indica 'Snow White' Snow White Indian Hawthorn 3 gal 15" ZP 194 Zamia floridana Coontie 3 gal GRASSES CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SB3 89 Spartina baked Sand Cord Grass 1 gal SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME CONT HT W JD 66 Juniperus chinensis'Parson ii Parsons Juniper 3 gal GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT HT AB2 66 Agapanthus africanus Blue' Blue Lily of the Nile 1 gal SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME CONT HT PN 31,224 sf Paspalum notatum Bahia Grass sod GENERAL NOTES 1. ALL PLANTED TREES ARE TO HAVE AT LEAST A 5 FOOT SPREAD AT PLANTING. 2. ALL PLANT MATERIAL TO BE INSTALLED ARE TO CONFORM TO THE STANDARDS OF FLORIDA NO. 1 OR BETTER. 3. ALL LANDSCAPING TO BE WATERED BY AUTOMATIC IRRIGATION SYSTEM. 4. ALL PLANT MATERIALS SHALL BE MULCHED W/ AT LEAST 3" OF NON -CYPRESS MULCH. 5. ALL CATEGORY I LISTED INVASIVE PLANT SPECIES SHALL BE ERADICATED FROM THE SITE. PARCEL SHALL BE MAINTAINED FREE OF ALL FLEPCC CATEGORY I SPECIES. 6. ANY TREE INSTALLED WITH 10 FT. OF DRAINAGE STRUCTURE OR PIPE SHALL INCLUDE A ROOT BARRIER PRODUCT TO PROTECT THE DRAINAGE SYSTEM. REMARKS Full head, specimen quality Standard, Full head, Florida #1 Quality Minimum 3 trunks. full head Full head, specimen quality Single Trunk REMARKS Clear -trunk height noted SPACING REMARKS 48" o.c. 42" o.c. 36" o.c. Full 36" o.c. SPACING REMARKS 30" o.c. SPACING REMARKS 30" o.c. SPACING REMARKS 18" o.c. SPACING REMARKS Sand Grown Sod GENERAL CONDITIONS PLANT MATERIAL AND PLANTING • CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO PLANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING PLAN AND REPORT DIFFERENCES. ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. 0 ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE • CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH 0 PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GENERAL CONTRACTOR AND/OR OWNER. GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM • CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, AS QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS L DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. • ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE 0 UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. BURLAPPED OR CONTAINER GROWN. LANDSCAPE AREA SOIL PREPARATION 0 FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A • SOIL SHALL BE AMENDED BY THE ADDITION OF COMPOST AND FERTILIZER. MINIMUM OF 24" BEHIND BED LINE 0 LAWNS OR WALKS AND A MINIMUM COMPOST TYPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST 0 OF 36" BACK OF CURB ® PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTH OF 2 EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT INCHES AND OVER SOD AREAS AT AN AVERAGE DEPTH OF 3/4 INCH. RECOMMENDED FOR ANY CUTS. • INCORPORATE COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: M APPROPRIATE EQUIPMENT. PRE -PLANT FERTILIZER AND PH ADJUSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJUNCTION WITH COMPOST ❑ 3" DEPTH PINE BARK INCORPORATION, AS NECESSARY. 4" DEPTH SHREDDED HARDWOOD MULCH • RAKE SOIL SURFACE SMOOTH PRIOR TO PLANTING. • REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, ® 3" DEPTH LONGLEAF PINESTRAW, SETTLED AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 0 TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, • WATER THOROUGHLY AFTER PLANTING. UNLESS NOTED OTHERWISE. • CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN 0 TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED ALL PLANTING BEDS, ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE FROM EXCESSIVE WINDS. ALL TREE -STAKING APPARATUS SHALL BE COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN REMOVED AT THE END OF THE ONE-YEAR WARRANTY PERIOD. PROPER FUNCTION OF DRAINAGE SYSTEMS. ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION N SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. GENERAL PLANTING NOTES 1 MULCH LAYER loll FORM 3" CONTINUOUS SAUCER AROUND PLANTING PIT 3" ROOTBALL 11 SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO DEPTH AT WATER WELL. r- FINISHED GRADE PLANTING TABLETS, AGRIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. BACKFILL WITH A MIXTURE 2 X ROOTBALL OF PLANTING PIT SPOIL AND PREPARED PLANTING SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE SHRUB PLANTING V= 1'-ell DETAIL -FILE + + + + A + + + + + B + + + + + + + + + BEDLINE + + + + + + + 4- + + CURB A SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR - SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. B SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. TYPICAL PLANT SPACING 12 13 14 I 15 16 landscape architecture land planning placemaking ®� Foley. Alabama ARBORGUY TREE ANCHOR pacem48.7181 SYSTEM, INSTALL APPROPRIATE \ Mobile, Alabama TENSION BAR - MODEL PER MANUFACTURER'S INSTRUCTIONS DESIGN P. 2,11 - 344,4023 Jackson, Mississippi P. 601.790.0781 landscape architects LC26000643 www.was-design.com 1" GUYLINE WEBBING -� ARROWHEAD ANCHOR ROOTBALL STAKING DETAIL PLANTING AT TURF AREAS. KEEP TURF CLEAR FOR A 24" RADIUS CIRCLE AROUND THE TREE, MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. TRENCH EDGE, RE: DETAIL FINISHED GRADE AT LAWN. orlI1111I�I111 III -1 I = FINISHED EXISTING SUBSOIL SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PLANTING AT SHRUB AREAS. KEEP MULCH 2" - 3" FROM BASE OF TREE, MULCH WATER WELL AREA TO 3" DEPTH. 3" HIGH WATER WELL AT SHRUB AREAS. FINISHED GRADE —III AT SHRUBS. ROOTBALL - l , iLL LI 1-1 !—"' SPECIFIED PLANTING MIX. UNDISTURBED 2X ROOTBALL WATER AND TAMP TO SUBGRADE REMOVE AIR POCKETS PLANT PIT DETAIL TREE PLANTING - GUY STRAP NOT TO SCALE 329399-04 " 1" = V-0" 329343.26-02 NOTE: • STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT • WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF ° STAKE. 2 WIRE `�1� ° ` PLANT SPACING PER SUPPORTS SHALL BE , PLAN/PLANT SCHEDULE USED ON MAIN STRUCTURAL TRUNK. 2" MULCH INSTALLED BEFORE PLANTING (PINE BARK 2" x 2" HARDWOOD MINI -NUGGETS ACCEPTABLE STAKES DRIVEN FIRMLY FOR INITIAL PLANTING IF A MINIMUM OF 18" INTO TIGHT SPACING NECESSITATES THE SUBGRADE PRIOR ITS USE.) TO BACKFILLING. PREPARE BED PER SPECS 3" MULCH UNDISTURBED SUBGRADE FORM SAUCER WITH 3" , �I i I— I- �- CONTINUOUS RIM SPECIFIED PLANTING MIX. 2X BALL DIA. WATER AND TAMP TO f 1 REMOVE AIR POCKETS. MULTI -TRUNK TREE STAKING GROUNDCOVER PLANTING 6 1/2" = 1'-0" 329343-01 3" = 1'-0" 329313-01 CROWN MULCH NEAR NOTE: EDGE IN A BERM -LIKE BUD SHALL BE PERPENDICULAR TO GROUND 1" CONT. CHAMFER MANNER AS SHOWN PLANE, TRUNK SHALL BE STRAIGHT AND AROUND TOP OF POSTS WITHOUT CURVES. NO DAMAGED, SCARRED OR PREPARED BLACKENED TRUNKS. 2N6" TOP RAIL, TYP. SUBGRADE BASE LEAF HURRICANE CUT OR FULL 2"x4" SUPPORT RAILS, LAWN HEAD, AS INDICATED IN TYP. BUD GENERAL NOTES. BASE OF 1"x4" TRIM BOARD, TYP. HEART/NUT OF = PALM BURLAP TO PROTECT 1"x6" FENCE BOARDS, TREE-- MINIMUM 5 TYP., NAILS -WIDTH I I I�I II LAYERS �j BETWEEN Y BSPACING OARDS -I —III I D w 2 NON -SLIP METAL m i 6"x6" POST, TYP., III —III -I �- r Z 0 COLLARS BEYOND. SPACE ON 8' of _ �— (6) 2 X 4 WOODEN CENTERS. -I J w STRIPS OVER BURLAP TYP " BOTTOM RAIL, 0J ro (3)L2 XP4 BRACES \ NAILED TO 2 X 4 —I - OR TOP OF WOODEN STRIPS FINISH GRADE CURB/PAVING - -� I —III —III- GRADE — =_ 2"x4"x3' STAKE ELEVATION III NOTE: — = _ SOIL SAUCER NOTE: `t a 3000 PSI CONCRETE TRENCH EDGE TO BE LOCATED BETWEEN ALL - J / ALL WOOD SHALL BE PRESSURE iv FOOTING PLANTING BED AREAS AND ADJACENT TURF PLANT PALM 0-2" ABOVE TREATED NO. 2 SOUTHERN AREAS, UNLESS NOTED OTHERWISE. NOTE: GRADE a a UNDISTURBED SUBGRADE ALL WOOD ASSEMBLY PARTS YELLOW PINE. HEIGHT MAY BE TO BE PRESSURE TREATED PINE PLANTING SOIL ADJUSTED TO SUIT PROJECT. V-2" UNDISTURBED SUBGRADE TRENCH EDGE , PALM TREE PLANTING A WOOD FENCE W/TOP RAIL 329399-05 kI 3" = V-0" 329413.23-02 3/8" = 1'-0" 329343-02 1/2' = V-0" 323129.23-02 2 3 4 5 6 % 8 9 10 11 12 13 14 15 16 r— A M z cz Itoo I-0 M_ OMO M >��"t CIZ .CNN �G oc HU o m C � T 1 j � v/ 1WJ a '') ^^ v1-� L mo o N O v y D E Registration - FL LA6666896 Drawings not valid without si i July 14, 2020 G W F. a' o Ca H a O � o Q1 � 4-4 OQ O � • r� w M PROJECT NO: WAS: 193097-142 DRAWN BY: SW CFXD BY: VW SHEET NO: N LP500 A BI CI �0 EI M111111 ■ GI HI JI KI LI MI 2 3 1 4 5 6 1 7 8 1 9 1 10 1 11 12 13 14 LANDSCAPE IRRIGATION PLAN Scale: 1 "= 20' o z 1 2 3 4 5 6 7 8 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION GOTY PSI ® j2 ® ® & Rain Bird 1806—SAM—PRS 15 Strip Series 21 25 EST LCS RCS CST SST Turf Spray 6,0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal-A—Matic Check Valve, and Pressure Regulating. 0 0 4 ® Rain Bird 1806—SAM—PRS 8 Series MPR 34 25 o T H F Turf Spray 6.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating. 0 DOG ®o Rain Bird 1806—SAM—PRS 10 Series MPR 28 25 Q T H F Turf Spray 6.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating. 12 t2 1P t2 Rain Bird 1806—SAM—PRS 12 Series MPR 15 25 o T H To F Turf Spray 6.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating. 15 is 15 15 15 Rain Bird 1806—SAM—PRS 15 Series MPR 3 25 Q T H To F Turf Spray 6.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating. 44444 Rain Bird 1812—SAM—PRS 15 Strip Series 107 25 EST LCS RCS CST SST Shrub Spray 12.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating Device. 8 @ @ (e Rain Bird 1812—SAM—PRS 8 Series MPR 10 25 0 T H F Shrub Spray 12.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating Device. � 6 Rain Bird 1812—SAM—PRS 10 Series MPR 1 25 Q T H F Shrub Spray 12.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating Device. Rain Bird 1812—SAM—PRS 12 Series MPR 2 25 Q T H TO F Shrub Spray 12.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating Device. Rain Bird 1812—SAM—PRS 15 Series MPR 14 25 Q T H TO Shrub Spray 12.0" Pop —Up Sprinkler with Co —Molded Wiper Seal. 1/2" NPT Female Threaded Inlet. With Seal—A—Matic Check Valve, and Pressure Regulating Device. C Rain Bird R—VAN-1318 RD-1806—SAM—P45 35 30 R—VAN 1318 R—VAN 1724 Turf Rotator, 13'-18' Hand Adjustable Rotary Stream, w/RD-1800 turf spray body, 6.0" Pop —Up. With Seal—A—Matic Check Valve and 45 psi in —stem pressure regulation. SYMBOL MANUFACTURER/MODEL/DESCRIPTION � PSI GPM RADIUS RC 25 Rain Bird 5006—SAM—R—MPR 23 25 23' Turf Rotor, 6.0" Pop —Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Seal—A—Matic Check Valve. Pressure Regulating. ARC 30 Rain Bird 5006—SAM—R-MPR 3 25 29' Turf Rotor, 6.0" Pop —Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Seal—A—Matic Check Valve. Pressure Regulating. �1RC 35 Rain Bird 5006—SAM—R—MPR 9 25 32' Turf Rotor, 6.0" Pop —Up, Plastic Riser, Matched Precipitation Rotor (MPR nozzle). Arc and Radius as per Symbol. 25 ft=red, 30 ft=green, 35ft=beige. With Seal—A—Matic Check Valve. Pressure Regulating. 800-432-4770 Always call 811 two full sunshine 81 .com business days before you dig to have underground utilities located &marked. NOTE: MAINLINE AND VALVES SHOWN OUTSIDE OF TRENCH FOR GRAPHIC CLARITY. ALL EQUIPMENT AND PIPE SHALL BE WITHIN PROPERTY BOUNDARIES UNLESS OTHERWISE NOTED. SLEEVE SIZES TO BE DETERMINED BY CONTRACTOR. 15 16 landscape architecture land planning placemaking Foley, Alabama P. 251.948.7181 � ` J Mobile, Alabama DESIGNP61.790.081 23 Jackson, Mississippi P. 601.790.0781 landscape architects LC26000643 www.was-design.com SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY t9 Rain Bird PGA 1" 18 Electric Remote Control Valve 8F Febco 765 1" 1 Pressure Vacuum Breaker, brass with ball valve SOV. Install 12" (305MM) above highest downstream outlet and the highest point in the downstream piping. it Water Meter 1" 1 Basis of Design; 1" Meter w/ 37.5 GPM ® 55 PSI, Contractor to verify and size accordingly Irrigation Lateral Line: PVC Class 200 SDR 21 1" 4,312 I.f. Only lateral transition pipe sizes 1 1/4" and above are indicated on the plan, with all others being 1" in size. Irrigation Lateral Line: PVC Class 200 SDR 21 1 1/2" Only lateral transition pipe sizes 1 1/4" and above are indicated on the plan, with all others being 1" in size. Irrigation Mainline: PVC Class 200 SDR 21 1 1/2" 1,001 Lf. Pipe Sleeve: PVC Schedule 40 258.1 I.f. Valve aallout # Vahro Number # # Valve Flow Valve size 169.1 J. h Cc; A z 00 M_ � M W) c[�l� �N N .�� ox B a;Nr0Ow HU o � Q U _ m U 0 o U y p Regiat dm - FL LA6666896 Drawings not valid without seal I July 14, 2020 F o Q G N o w H Fib J � M M K U U N rT �Q L 0 lWl-� M PROJECT NO: WAS: 193097-142 DRAWN BY: SW CFXD BY: VW SHEET NO: N L 1200 9 1 10 11 12 13 14 15 16 A Q C D L F H J K L I� 2 3 4 1 5 TURF POP UP HEAD. z 1/2" MARLEX STREET ELL. � `-4 BARB ELL X MIPT. 1/2" MARLEX STREET ELL. 77 6 3 9 10 I 11 I 12 13 I 14 15 16 landscape architecture land planning placemaking Foley, Alabama P. 8.7181 Mobile,Alabama 211,344"4021 Jackson, Mississippi 6 P. 07.790..790.0787 LC26000643 landscape architects www.was-design.com WATERING SCHEDULE NUMBER MODEL TYPE PRECIP SUN MON TUE WED THU FRI SAT IN. WEEK MIN. WEEK GAL. WEEK GAL. DAY Unknown Rain Bird PGA Shrub Spray 1.41 in/h 7 min 7 min 7 min 7 min 7 min 7 min 7 min 1 43 526.3 75.2 Unknown Rain Bird PGA Turf Rotary 0.49 in/h 18 min 18 min 18 min 18 min 18 min 18 min 18 min 1 122 1,237 176.7 Unknown Rain Bird PGA Turf Spray 1.79 in/h 5 min 5 min 5 min 5 min 5 min 5 min 5 min 1 34 319.9 45.7 Unknown Rain Bird PGA Turf Spray 1.42 in/h 7 min 7 min 7 min 7 min 7 min 7 min 7 min 1 43 742.2 106.0 Unknown Rain Bird PGA Turf Rotary 0.58 in/h 15 min 15 min 15 min 15 min 15 min 15 min 15 min 1 105 595.8 85.1 Unknown Rain Bird PGA Shrub Spray 1.49 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1 41 896.7 128.1 Unknown Rain Bird PGA Turf Rotary 0.57 in/h 16 min 16 min 16 min 16 min 16 min 16 min 16 min 1 106 1,506 215.1 Unknown Rain Bird PGA Shrub Spray 1.68 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1 36 575.6 82.2 Unknown Rain Bird PGA Turf Rotor 0.61 in/h 14 min 14 min 14 min 14 min 14 min 14 min 14 min 1 98 1,948 278.3 Unknown Rain Bird PGA Turf Rotor 0.61 in/h 15 min 15 min 15 min 15 min 15 min 15 min 15 min 1 99 2,097 299.5 Unknown Rain Bird PGA Turf Spray 1.28 in/h 7 min 7 min 7 min 7 min 7 min 7 min 7 min 1 47 886.4 126.6 Unknown Rain Bird PGA Shrub Spray 1.64 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1 37 692.6 98.9 Unknown Rain Bird PGA Shrub Spray 1.29 in/h 7 min 7 min 7 min 7 min 7 min 7 min 7 min 1 47 876.1 125.2 Unknown Rain Bird PGA Turf Spray 1.96 in/h 5 min 5 min 5 min 5 min 5 min 5 min 5 min 1 31 234.4 33.5 Unknown Rain Bird PGA Shrub Spray 1.14 in/h 8 min 8 min 8 min 8 min 8 min 8 min 8 min 1 53 1,103 157.6 Unknown Rain Bird PGA Turf Rotary 0.60 in/h 15 min 15 min 15 min 15 min 15 min 15 min 15 min 1 101 2,153 307.5 Unknown Rain Bird PGA Shrub Spray 1.33 in/h 7 min 7 min 7 min 7 min 7 min 7 min 7 min 1 46 699.2 99.9 Unknown Rain Bird PGA Turf Spray 0.90 in/h 10 min 10 min 10 min 10 min 10 min 10 min 10 min 1 67 1,345 192.1 TOTALS: 174 174 174 174 174 174 174 1,156 18,433 2,633 6" a CLEAR TO FENCE OR a a HARDSCAPE, WHERE APPLICABLE. FINISHED GRADE. o p- i 4" TO CURB OR WALK. LPVCTEE EE (SXSXT) Li OR ELL. 1/2" POLYETHYLENE FLEXIBLE LATERAL LINE. TUBING, LENGTH AS REQUIRED. TURF ROTOR POP UP. MARLEX STREET ELLS, INLET SIZE DIAMETER. SCHEDULE 80 PVC NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE. TURF SPRAY FLEX ASSEMBLY TURF ROTOR MARLEX ASSEMBLY 5 3" = 12" 328403.13-02 3" = 12" 328403.16-01 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE). 16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE WHERE LOW HEAD DRAINAGE 2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX. 2" ABOVE FINISH GRADE AT SHRUBS. I 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER. (CLASS 200 MAY OCCUR. 17. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL VALVES. 1OX15 RECTANGULAR VALVE BOX. 3/4" ABOVE FINISH PVC PIPE). BACKFILLING OF 18, 24 VOLT WIRE SHALL BE COLOR CODED; COMMON -WHITE, CONTROL -RED. REMOTE CONTROL VALVE, ONE PER BOX. GRADE AT LAWN. 3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN 19. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDED GROUNDING EQUIPMENT FOR PLASTIC I.D. TAG AT EACH VALVE. TRENCH. 4, ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS. POWER SUPPLY AND VALVE OUTPUT WITH (2) 5/8" COPPER CLAD GROUND RODS. WATER PROOF WIRE CONNECTORS 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID TEFLON. 20. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION ON FAULT GROUND AND ON 30" LOOPED WIRES. 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF SPRINKLER HEADS. LIGHTNING PROTECTION. 7. SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. 21. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: _ _ 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS SHOWN ON A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER HEADS w OUTLET PIPE SAME SIZE iv 2 - I -I I= DETAILS. AND VALVE SUPPLIED. ¢ AS VALVE, 24" MIN. CLR III -III- 9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND FURNISHED BY B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS. TO FIRST FITTING. THE CONTRACTOR. C. TWO QUICK COUPLER KEYS WITH MATCHING HOSE SWIVELS. 10, NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A VALVE CONTROL 22. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING ELECTRIC VALVES AND o 45 DOWN AS BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR CONNECTIONS, WIRING ARE TO BE INSTALLED IN LANDSCAPE AREAS AND WITHIN PROPERTY BOUNDARIES. w REQ. TO 11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE REFERRED TO CONTRACTOR SHALL REFERENCE THE LANDSCAPE PLAN PRIOR TO THE INSTALLATION OF PIPING TO 00 LATERAL THE LANDSCAPE ARCHITECT BY THE CONTRACTOR FOR CLARIFICATION BEFORE PROCEEDING WITH AVOID CONTACT WITH PLANT MATERIALS EXISTING OR NEW. - PIPE DEPTH. THE WORK. 23. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED FOR PROPER 0 12. ALL 24 VOLT WIRE SHALL BE #12 OF/UL FOR COMMON WIRE, AND #14 OF/UL FOR COVERAGE. �0 � CONTROL WIRES, DIRECT BURIAL, SOLID COPPER. 24. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS. ALSO IN o0a � O� 6 13 CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO BE WATERED IE SPRINKLERS 4" FROM CURB OR WALKS INSTALL ASSEMBLY ij 1 " TO 1 1 /2"ABOVE FINISHED GRADE. ca 3 0 w DO NOT USE SIDE INLET. - m HIGH POP HEAD. z_ 1/2" MARLEX STREET ELL. BARB ELL X MIPT. c a 1/2" MARLEX STREET ELL. a a -III -III- a CONTROLLER AS SPECIFIED. - SECURELY BOLT CONTROLLER 1=1I - �- a TO WALL. INSTALL BACKUP =1I1=1I1-1 BATTERIES AS REQUIRED. 1-III-1I I- GROUND AS PER MFG. SPECIFICATIONS. 4" 1/2" DIAMETER RIGID TO CURB 0 STEEL CONDUIT FOR 110 VAC ELECTRICAL WALK. SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. LATERAL LINE. PVC TEE (SXSXT) OR ELL. 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. 7 SHRUB SPRAY HIGHPOP W/ FLEX ASSEMBLY 3" = 12" 328403.29-01 EXTEND CONCRETE PAD NOTE: ALL ABOVE -GRADE PIPING AND 1LL 2" BEYOND BACKFLOW AT APPURTENANCES TO BE FOAM ASIDES. INSULATED. COORDINATE COLOR OF REDUCED PRESSURE BACKFLOW INSULATION WITH OWNER PRIOR TO DEVICE AS SPECCFFED. INSTALLATION. 12 GALVANIZED NIPPLES AND ELL AS REQUIRED. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO BLOCKAGE BY EXISTING OR PROPOSED 25. PRIOR TO BID, IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND BACKFLOW INCREASE LATERAL O O O O SITE FEATURES. REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS. CONTRACTOR SHALL NOTIFY LINE AS PER SERVICE 14. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER EQUIPMENT AND CONSULTANT OF ANY CHANGES FROM PLANS AND SPECIFICATIONS. IRRIGATION PLAN. SOIL SIDE. ACCESSORY MATERIAL FROM INTERFERING WITH PROPER PLANTING, i.e. VERIFY ROOT BALL SIZE 26. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE ARCHITECT WITH A CONCRETE BRICK SUPPORT, SEPARATOR FOR PLANTING. REPRODUCIBLE CROSS MEASURED AS -BUILT DRAWING OF THE INSTALLED IRRIGATION SYSTEM IN TWO ON EACH SIDE. FABRIC, 15. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX AUTOCAD 2000 FORMAT BEFORE FINAL ACCEPTANCE. INLET PIPE, SAME SIZE 6" THICK WRAP UP (WRAP AROUND 3/4" PIPE 12 TIMES). 27. A 1-YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM AFTER SUBSTANTIAL AS OUTLET PIPE. LAYER OF PEA SIDES OF COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF SYSTEM IN SPRING TIME SHALL BE GRAVEL OR 57 VALVE BOX INCLUDED IN WARRANTY. MAIN LINE STONE AS SHOWN N �✓ GENERAL IRRIGATION NOTES ELECTRIC REMOTE CONTROL VALVE ,� 328415-01 1 1/2" = 12" 328406.13-01 Q U ~ 0 x L,i c� w wo 2 CLU � 4" THICK CONCRETE 11 i I 1 1, 1 1 PAD. CONCRETE THRUST BLOCKS, 90 LBS. OF CONCRETE EACH e FINISHED GRADE. `9 LONG SWEEP ELL. I I I I SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. USE PVC SCH. 40 BELOW GRADE. WALL MOUNT CONTROLLER 328409.13-01 NOTE: GALVANIZED UNIONS INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO AT EACH SIDE. LOCATE SLEEVES IF NOT PROPERLY INSTALLED. GALVANIZED RISERS. 1 GALVANIZED ELL AND NIPPLE. SLIP/THREAD ADAPTER AS REQUIRED. MAIN LINE, SIZE AS PER PLANS. REDUCED PRESSURE BACKFLOW 1 1/2" = 12" 328409.43-02 SLEEVING DETAIL 1/2" = 1'-0" 328409.76-05 t` M G 'z M�M "9MM r� �Lz C�CT M:;�1�t� �,��NN �t U g aNfxOLT� [-+ U o G U Ewa up Ho U � 0 � O D Registration - FL LA6666896 Drawings not valid wit0A seal July 14, 2020 F o 3 Q � G W o Q Ca a � H A-+ "I 0 4-1 100 � M M fj K U rT� L O W M PROJECT NO: WAS:193097-142 DRAWN BY: SW CINDBY: VW SHEET NO "I LI500 3 4 5 6 7 8 9 10 12 14 15 16 1 1 2 1 3 1 4 5 0 7 0 10 12 13 15 16 A C C 7 E F G H J L GENERAL NOTES: DISCLAIMER 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWING REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR PERFORMING THE WORK. BUILDING DESIGN CRITERIA: A. CODES 2017 FLORIDA BUILDING CODE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 531) ASCE 7-16 B. DESIGN LOADS ROOF DEAD LOAD PER PEMB: 5 PSF COLLATERAL ROOF LIVE LOAD 20 PSF - REDUCIBLE C. WIND LOADS PER 2017 FLORIDA BUILDING CODE & ASCE 7-16 ULTIMATE WIND SPEED = 158 MPH ASD WIND SPEED = 118 MPH EXPOSURE CATEGORY = B RISK CATEGORY = II FOUNDATIONS: 1. REFERENCE GEOTECHNICAL REPORT DATED 13 NOVEMBER 2019 BY UNIVERSAL ENGINEERING SCIENCES FOR FILL, COMPACTION, AND PREPARATION OF SOILS. 2. ALL FOOTINGS, OR PORTIONS THEREOF, BELOW GRADE MAY BE EARTH FORMED BY NEAT EXCAVATIONS. 3. FOOTINGS TO BE CENTERED ON WALLS OR COLUMNS UNLESS NOTED OTHERWISE. 4. ALLOWABLE SOIL BEARING = 2500 psf 1. METAL BUILDING MANUFACTURER SHALL BE ACCREDITED BY INTERNATIONAL ACCREDITATION SERVICES (IAS) FOR INSPECTION PROGRAMS FOR MANUFACTURERS OF METAL BUILDING SYSTEMS (AC472). METAL BUILDING MANUFACTURER SHALL PROVIDE IAS ACCREDITATION DOCUMENTATION TO THE ARCHITECT. METAL BUILDING SHALL BE DESIGNED IN ACCORDANCE WITH "THE METAL BUILDING MANUFACTURERS ASSOCIATION'S DESIGN PRACTICES MANUAL." 3. THE METAL BUILDING MANUFACTURER WILL BE RESPONSIBLE FOR COMPLETE DESIGN OF THE BUILDING STRUCTURAL FRAME (INCLUDING LATERAL LOADS) DOWN TO THE FOUNDATION. THE DESIGN SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. METAL BUILDING DESIGN CALCULATIONS' COVER SHEET AND ALL METAL BUILDING SHOP DRAWINGS AND ERECTION DRAWINGS SHALL BE SEALED AND SIGNED BY THE MANUFACTURER'S PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 5. STANDING SEAM STEEL DECK SHALL NOT BE CONSIDERED AS PROVIDING DIAPHRAGM RESISTANCE FOR LATERAL WIND LOADS. 5. ALL COLUMNS SHALL BE ANALYZED AND DESIGNED AS HAVING PINNED BASES, 7. HEADED ANCHOR ROD SIZE, TOTAL LENGTH AND LOCATION SHALL BE PROVIDED BY METAL BUILDING MANUFACTURER. FOR ANCHOR ROD EMBEDMENT LENGTH, SEE TYPICAL DETAILS. HEADED ANCHOR RODS SHALL BE PURCHASED AND INSTALLED BY CONTRACTOR. ANCHOR ROD INSTALLATION TOLERANCES, HOLE SIZES IN BASE PLATES AND PLATE WASHERS TO BE COORDINATED BETWEEN METAL BUILDING SUPPLIER AND CONTRACTOR INSTALLING ANCHOR RODS. 8. BEFORE FOOTING INSTALLATION, THE HEADED ANCHOR ROD EMBEDMENT LENGTHS MUST BE VERIFIED. THE FOOTING DEPTH SHALL BE THE SCHEDULED DEPTH OR THE HEADED ANCHOR ROD EMBEDMENT LENGTH PLUS 3 INCHES, WHICHEVER IS GREATER. 9. HORIZONTAL FORCE TRANSFER FROM METAL BUILDING COLUMN BASE TO CONCRETE SHALL BE BY THE METAL BUILDING SUPPLIER. 10. METAL BUILDING MANUFACTURER TO VERIFY COLUMN LAYOUT. ANY CHANGES MUST BE SUBMITTED FOR REVIEW OF FOUNDATION DESIGN BEFORE CONSTRUCTION STARTS. 11, GRAVITY DESIGN LOADS: A. LIVE LOAD: 20 PSF B. DEAD LOAD: WEIGHT OF STRUCTURE 1`2. COLLATERAL LOAD: A. PROVIDE 5 PSF MINIMUM LOAD ALLOWANCE FOR HVAC, LIGHTING AND OTHER COLLATERAL LOADS SUSPENDED FROM THE UNDERSIDE OF THE ROOF STRUCTURE. SEE ARCHITECTURAL AND MEP DRAWINGS. 13. 14. ROOF PURLINS TO BE SPACED NO MORE THAN 48"o.c. 15. DEFLECTION LIMITS FOR MEMBERS: A. ROOF PURLINS AND RAFTERS: a) DL SPAN/240 b) LL SPAN/240 c) TL SPAN/180 B. GIRTS SUPPORTING METAL PANELS: a) HORIZONTAL DEFLECTION: SPAN/120 16. OVERALL BUILDING DRIFT: A. FOR BUILDINGS WITHOUT SENSITIVE INTERIOR FINISHES AND WITHOUT RIGIDLY ATTACHED SENSITIVE MECHANICAL SYSTEMS: H/240 17. H IS THE BUILDING EAVE HEIGHT. 18. DEFLECTION AND DRIFT LIMITS ARE TO BE CONSIDERED WITH A 10 YEAR WIND OCCURRENCE. 19. ROOF PURLINS MUST BE CAPABLE OF RESISTING NET WIND PRESSURES (IN OR OUT) ASSUMING INTERIOR FLANGE UNBRACED EXCEPT WHERE FLANGE BRACING IS PROVIDED. 20. BEFORE INSTALLATION OF FOUNDATIONS, METAL BUILDING MANUFACTURER SHALL SUBMIT DESIGN LOADS AND COLUMN REACTIONS TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW. THE CURRENT FOUNDATION DESIGN HAS BEEN BASED ON PRELIMINARY CALCULATIONS PER ASCE. 21. EXCEPT AS APPROVED BY ARCHITECT, STRUCTURAL CLEARANCES SHALL BE MAINTAINED AS CURRENTLY INDICATED IN THE CONTRACT DOCUMENTS. 22. METAL BUILDING ENGINEER SHALL VISIT THE JOB SITE AT LEAST ONCE EVERY TWO WEEKS DURING ERECTION TO OBSERVE INSTALLATION OF METAL BUILDING FRAMING AND ISSUE REPORTS TO STRUCTURAL ENGINEER AND ARCHITECT. 23. ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS ARE SUBJECT TO APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALL DEVIATIONS SHALL BE EXPRESSLY LISTED AND DEFINED IN THE SHOP DRAWING SUBMITTAL. ARCHITECT AND STRUCTURAL ENGINEER ARE NOT RESPONSIBLE FOR DISCOVERY OF DEVIATIONS NOT LISTED AND APPROVAL OF UNLISTED DEVIATIONS SHALL NOT BE IMPLIED. CONCRETE WORK: 1. CONCRETE (NORMAL WEIGHT) COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI UNLESS NOTED. 2. ALL REINFORCING SHALL MEET ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC (WWF) SHALL MEET ASTM A185. 3. CONCRETE COVERAGE OF REINFORCEMENT SHALL BE: FOOTINGS 3" BOTTOM AND SIDES WALLS 1y2" SLABS 3/" PEDESTALS 1Y2' CLEAR OF TIES 4. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT "ACI MANUAL OF CONCRETE PLACEMENT". 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE I OR Il, 6. ALL AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL MEET ASTM C 33, 7. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED PER CRSI AND ACI STANDARDS, INCLUDING CONCRETE COVER AND BAR SUPPORTS, LAP BARS AT ALL SPLICES, INCLUDING CORNER BARS AND DOWELS, IN ACCORDANCE WITH SPLICE SCHEDULE OR IN LIEU THEREOF 40 BAR DIAMETERS. LAP WWF 6" OR ONE FULL MESH, WHICHEVER IS GREATER. WIND BORNE DEBRIS PROTECTION FOR EXTERIOR WINDOWS FBC 2017 1. WINDOWS TO BE DESIGNED FOR A DP OF ±40 PSF 2. THE CONTRACTOR MUST USE IMPACT RESISTANT WINDOWS PER ASTM E-1886 & E-1996. STRUCTURAL DRAWING INDEX: S0.0 - STRUCTURAL NOTES S1.0 - FOUNDATION PLAN S2.0 - SECTIONS AND DETAILS w a �$� s rnb ct z W N a 0 �z eq eq N b 0 wA ��oo PQ a� �� .. a C W 0 C' -4 0 w 04 ee``o`i1l�rrr`r* ..;cWr ,ii �r7v(Ip•'�2 E FOR PERMIT ONLY NOT FOR CONSTRUCTION F w li E-4 0 CPN Z Z C) W E-I Q E� J L_ C) E-+ 1 PROJECT NO: 20-xxx DRAWN BY: CwD BY: SHEET NO: STRUCTURAL NOTES 2 3 ii 5 0 7 0 f[17 12 13 14 15 1n 2 3 4 5 6 7 m 10 12 13 14 15 ce al I I 11 E F G 2 I K L M N SLAB -ON -GRADE CONSTRUCTION 4" CONCRETE SLAB REINFORCED WITH 6X6-wl.4Xwl.4 WWF FLAT SHEETS PLACED ON BRICKS/CHAIRS. PLACE OVER VAPOR BARRIER AND COMPACTED STRUCTURAL FILL MATERIAL. FILL TO BE PLACED IN 8" LIFTS AND COMPACTED TO 100% STANDARD PROCTOR DENSITY. REFERENCE GEOTECHNICAL DATED 13 NOV 2019. o I N N N 0 I 0 I O N N N N ►9 26'-0" FOOTING SCHEDULE MARK SIZE BOTTOM REINF. TOP REINF. 10'-0" x 10'-0" x l'-6" (13) #5 EW (13) #5 EW © 7'-6" x 7'-6" x 1'-6" (10) #5 EW (10) #5 EW © 6'-0" x 6'-0" x l'-6" (8) #5 EW (8) #5 EW Q 4'-0" x 4'-0" x l'-6" 1 (5) #5 EW (5) #5 EW 26'-0" 130'-0" 0 ALL FOOTING & ANCHOR BOLT SIZES & REINFORCEMENTS ARE BASED ON PRELIMINARY/ESTIMATED REACTIONS. DO NOT USE THESE SIZES FOR CONSTRUCTION. FINAL PEMB REACTIONS AND ANCHOR BOLT PLANS ARE TO BE PROVIDED TO BARTON & SHUMER ENGINEERING PRIOR TO CONSTRUCTION SO THAT FINAL SIZES AND REINFORCING MAY BE DETERMINED. 26'-0" NOTES: 1. VERIFY ALL DIMENSIONS & FLOOR ELEVATIONS WITH ARCHITECTURAL PRIOR TO STARTING CONSTRUCTION. 2. ALL DIMENSIONS ARE TO CENTERLINE OF COLUMNS OR FACE OF SLAB U.N.O. 26'-0" cf) J1III M IiI C-i 0 -1,8„ o RIGID FRAME RIGID FRAME RIGID FRAME TURNDOWN -I FOOTING ---------- - - - - - - - - - - ------------------- - - - - - - - - - - ---------------------------+------------------ -- LL�r-J �-T-i J ©7 /-7NT-/ -- -- U3III ©- S1'2-.0 L4" SLAB J8 „ \�4„ SLAB ON GRADE J� 1 #5 HAIRPINS 20' LONG BEHIND L 4" SLAB I ON GRADE ANCHOR BOLTS W/ 8" THICK ON GRADE #5 I #5 HAIRPINS 20' LONG BEHIND SLAB © HAIRPIN ANCHOR BOLTS W/ 8" THICK SLAB C HAIRPIN I I as w 0 iUma .. O F+ u �^ 0 ai Wz u M W N I � r I 5 S2.0 0 5 S2.0 I I� QD L- — - - - - - - - -CJ - - I - - - - - I- - - - - I i I I 0 I � I 2 S2.D I I I nc,,) TURNDOWN , SLAB FOOTING " +0'-0" ON GRADE I TURNDOWN I FOOTING 2 S2.0 4 SLAB N I ON GRADE I I I I I I 3 52.0 I I 2 S2.0 ol + I I I I I I I I I 2'-8" r-- -- ----� -4� ci O - I - - I O I- - - -I O 1- - - -I o L_-h + 5 S2.0 5 52.0 O L- I 6 S2.0 I I 6 52.0 6 S2.0 I I 6 S2.0 I 1 1 I I I I I I LL -J o I I +� 0'-0" I I I I I I I I v L---- ----J L---- -----I L--------J + L--- - - - - -J I I T L 4" SLAB I N ON GRADE I � � I J� #5 HAIRPINS 20 LONG BEHIND #5 HAIRPINS 20' LONG BEHIND L 4" SLAB ANCHOR BOLTS W/ 8" THICK I ANCHOR BOLTS W/ 8" THICK %� I ON GRADE �� r SLAB © HAIRPIN �> SLAB @ HAIRPIN 4 ON GRADE SLAB I r I I I I I I I I I I I I I III III III III III -II - - I -------- -----------t-- - - - - - - - - - - - - - - - - - - - ------------- oiL I I I I o TURNDOWN I I L-----J C I I C I L- ---- O-- ---- a ©I I FOOTING ©I I N L— ----- -1'-8" V' RIGID FRAME I RIGID FRAME m RIGID FRAME L RIGID FRAME c� o -1'-8" `4 -1'-8" LEGEND -1'-8" CDcn N V) +0'-0" FINISHED FLOOR ELEVATION FOUNDATION PLAN CJ CONTROL JOINTS N SCALE: 3/16"=1'-O" - a- N N 0 i 0 I O r- FINISH FLOOR = +0'-0" U.N.O. _1 _8 APPROXIMATE TOP OF SCALE: 3/16" = l'-O" FOOTING ELEVATION CONTRACTOR VERIFY 6' 3' 0 3' 612' 2 1 3 4 5 1 6 7 1 8 9 1 10 1 11 12 1 13 14 1 15 16 N 4n I- � M aA Z `�:s00 � M a s a In y cq oPon rA ou � c w �' w rA N U ntty,f" .. ♦. • FOR PERMIT ONLY NOT FOR CONSTRUCTION O 04 G.) _® 00 W O � �`�, K U r-4 U - z Orr--44 to I�1 •tom L C VZ M FROJECr NO: 20-xxx DRAWN BY: CHKD BY: SHEET NO: FOUNDATION PLAN f'! 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