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HomeMy WebLinkAbout301 Northstar Ct 95-800 (a)EXISTING 40' DRIVEWAY GENERAL NOTES: ZONED GC -2 1 RETENTION POND SLOPES TO BE SODDED, BOTTOM TO BE SEEDED. R = 75.00' .' "� MULCH HEDGE AREAS. 4 -7504858" ' R = 35.00 L = 99,24' 2. ALL LANDSCAPE AREAS TO BE IRRIGATED BY A UNDER GROUND 1 Q T J 56#5639" IRRIGATION SYSTEM . 1 1 L = 34.7 9 1 i N 0 T INCLUDED ,r� ``�. T 3. PARKING LOT STRIPING SHALL BE F . G . 0. T . WH I ;CE TRAFFIC R E T E N T I 0 N P O N D (50' R/W PER PLAT) RATED PAINT. (PAYED ROAD) 4. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED zo' DRAINAGE EASEMENT (P,i^� PLAT) / AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL , DEVICES AND LOCATED AS SHOWN ON SITE PLAN. I I Z5'0' Aft , fr 5. STOP LOCATEARASHALL BEO24" WIDE, WHITE THERMOPLASTIC AND I S 89'39'40" W 281.54' N 69 39 40 EN. `� - - PAINT �0 � � � 6. HANDICAP SYMBOL SHALL BE WHITE 5q9 - 7. 3 FT. AREA AROUND FIRE HYDRANT SHALL BE CLEAR OF ALL APP TREES TOP OF 8AN -- 1 • TREES AND SHRUBBERY. OF REMMON POND Vill q� r 8. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM 3(7 D STER a. �.� WOOD unu pOt�: STREET. CONSTRUCTION SITE SIGN AS �..._--__--___-__---_-'w_"_� 9 . INSTALL "Na TRESPASSING, // l L_._ . , SPECIFIED IN FLORIDA STATUTE 810.09 , PARAGRAPH D. � �q� ,�.'� fig• � I i i I � I �•, I p / •- �Q-1 10. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF J I 1 39 d �� 11 I i I pp J i I 3i 32 STOP 'SIGN II 30 THE BUILDING PERMIT. C) I j 31 II1r -- 11, RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1), - 30, y pG I - 1 I 31.4 = - 15'24 24, fI L� I -- 31.6 - - -� �' '� 11 I l I I I U �' 12 . OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED ca -_ ____ _--� __- 31.3 i ( �`. -- ��• ! I I (III i 13. THIS .SITE WILL ACCOMMODATE ALL VEHICLES UP TO 55' IN LENGTH. 3a ._ I I 1 - -� - ------------ ___-_-_-- FILTER DRAIN CLOTH PERM. = 2.5 14. DEVELOPER SHALL INSTALL THE RECLA I MED WATER MAIN AND PROVIDE c� I I" - __ I 1 ! I I I . I ( I I I I Il �' GRAIN SIZE 0.2 TO 0.55 MM WRAP . -„ ,/ CONNECTION FOR IRRIGATION METER . d- I !-a ," ._ _ o III I I I NI I I I l 1 I I I 6 F. D. WITH FILTER CLOTH. Q) 2_7' 18� 1 i (I 1p 15. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES i _-_ Il i I I I C>j 4 �I1r�PG �l1'iI a SERVING THIS SITE rl i I I 48' 45' 2O' 1��1 11 _ 40°T li _ _ -__1 l I II IS�II CRUSHED STONE 16. SOIL TYPE: MYAKKA, PERMEABILITY, 6" TO 20" PER HOUR. 31.4 1._ I f ii 1 (u D.O.T. SAND 17. ALL LANDSCAPE ISLANDS TO BE CURBED. Ia t 3aI PGT 2,000 S.F. i1 _ _ j j I I I j' 6 PVC i I Y 2 X 2 CONC. BOX %PUMi OFFICE r--1 i LO j I " iz., i III 1 i II I M 1111 ( FINE AGGREGATE � I 6 PVc. ' SCALE: 1'- 30' 6' 12.75' `? II III r� I 5 _ 14 ��---.� coy � I I 111 ll I 1 l I--,, �' 0 120' car► i �I _ I _ _ _ _ - I� k _ n(1,1 P 61-U" G i i 50 1 /� ✓^mow I- III II j j 1 )I q Ike I I RAISE CONC. i ! I - I i! it -"" (+ Il (r''j��� {(��p`I SECTION `,�� (/� �/ �/ 'Al --..• I fr >/ I Q.. DUMPSTER -' FILTER l ♦. a ! \ I 1 V a.✓ L,,. 'm✓I !✓ �I x -- G I II III II 'I I IIS i;< BLDG. A OFFICE ' o I 1 C) i II II 1 III N.T.S. ;r i F.-F•EL. 320"x' z I II I 45' _ I 1 iI� { - BLDG. B .��. i I X I � F. F. EL. 32.0 i ¢ I I I l! II G If 3 , I 4,000 SF. 80' 40' a� i i II 1 11 II 31 ' PG 31.2 + 16.5" 0 01 I iL.- -.,_ �_j -_ �, _ �- T 1 I I I 1 11 Ley% 1 �R 20' 40' I 1 II ��;` GRATE `� I I� 5 CONC. (3,0000- e a° 1 LSI 1 III TOTAL AREA o w I I ! 10,000 S.F. BLDG, 8,000 S,F, WAREHOUSE I� I` h - 2"x 2"x 3/16" ANGLE " 1 50' I 1 F.F. --31.75 G� o X11 0, wl GRATE WELDED 24'" RETAINING WALL I II I ii i l 11 � To SKIMMER DRIVEWAY DETAIL TOP OF SKIMMER ELEV. 31.a i I ! EAST 18.30' OF LOT � -- _� 1 II i - 100' _w �I I � I l '� �J� _.� 24"CMP - TOP OF 15" CMP ELEV. 30.5 � I ILL - _ ._ ......_..._..._.:,.�. _ .....� 1 l .,_,_ ID �- �- _ II 2"X2"X1/4'ANGLE 0.67'x 1.9' WEIR WEIR Cl2E5'i ELEV. 25.5 31 u) J 1 RETENTION POND i BOTTOM OF SKIMMER ELEV, 28.0 r"=^ r�� - + 20' 15" CMP 0 0.19 _ - . _ -��--�::�.-�,-���'�»»'�."~�.'-,�•'^�.""'.____,_.. 1S" CMP a w_ �, �... .W.» ,.:..,,.�.m ...w ._....... - -- am'mr'f,.wP^' am.+x- - Wil'. Nd iNtin+.l3: - ,.U= a.iwr ..wr ®ex wp° mouY "r." .u.,•.w.. , if d _ N 89"39'40" E 3'18.24' 89°39'40" W 130.00' '` . S 89°39 40 W �" -C 10' DRAINAGE & UTILITY EASEMENT (PER PLAT ` -, I i�,/� 10' DRAINAGE AND UTILITY EASEMENT (PER PLAT) SN. . S. MANHOLE_ 30.06 � _INV. (15" CMP) 25.9 � � 30' R/W (PER PLAT) % CENTER LELEV 24.51 �' Q 0 ✓ Z t1' rFALL STRUCTURE M..5Ml THIS �TTN„I RD SUBD�l Vl Sl0N � � `' N.T.S. P. E�. 1, P �. 8 6 ,�,f" I I -�---- TO MT. DORA S.R. 46 TO SANF ORD 4 6' LONG PRECAST uj • 2' MAX. CONCRETE BUMPER - -- -I EDGE OF PAVEMENT 30 35' y 5' PROPERTY LINE cv 8.75' 17.5' 8.75' r. --- `� ' ELEV. 30.5 Si"tE .rr - � - ................................ ...... .... . ............ ry G (2) NO, 5 DOWELL - 3' LONG - ELEV. 27.0 NOTE: SIDES SODDED AND BOTTOM TO BE SEEDED. ` POND IS DESIGNED AS A DRY POND PRECAST BUMPED DETAIL' -- PE-rENTInN PnNn CpiJqq qFrTinN S I TE DATA DESCRIPTION SQ. FT. ACRES % OF SITE BUILDING ,AREA 10,000 0.230 10.04 PAVEMENT AREA 26,510 0.608 2663 IMPERVIOUS AREA^ 36,510 0.838 36.67 LANDSCAPE AREA 63,039 1.447 63.33 SITE -AREA 99,540 2.285 .100.00 ALL FiitntD TLoult EjEvAT101V3 SHALL BE 16" AFSOWTHE O N OF THE ADJACENT ROAR UNLESS OTHERWISE APPROM LOCATION MAP LEGAL: LOT 6, NORTHSTAR BUSINESS CENTER PHASE THREE, LESS THE E. 18.25' , N.T.S. U T.liU•I':Y C011REC•TI0,N FE OF LOT 6 AS RECORDED IN PLAT BOOK 44, PAGES 44 AND 45 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA W ,c 2: 5' 6.25' 12.5' 6.25' 2.5' 5 psiCONCRETE 3000 ( P ) ` ` c i t Y E A TAX (•D. # 28-19-30-508-0000-0060 CONTRACTOR: C. R. C. ENTERPRISES INC. FELE] 30.5 LEGEND - DICK , DICK CARDEGNfO jr✓`� p 7.ar ECCONOMIC DEVELOPMENT r ���, P.U. BOX 470262 " --".� FLOW. DIRECTION c REVISIONS PROJECT NUMI7 r--�------4•y ;� ENTERPRISE, INC. LAKE MONROE FL., 32 46 ENGINEERING DESIGN INC,. - f .. "BAR BUSINESS PARK 11111_=11111 �'(407) 330--•9348 NO. DACE BY P.O. r�px �za6e5 � � 4--1 - �- - P.O.BOX - 470262 _m - NGWOOO FLORIDA 32752-•0695 - � _- --- ._•,-• ,''. .'` IIIIIEEE �IIIII IIIII. �IIIII IIIII IIIII111111111111111-1111 ELEV. 28.0 1 Lp , _ yob EXISTING GRADES - 1. ' 12� 20- 94 H.R.;500SCALE LAKE MONROE FL. 32747 .SURVEYOR. - � (407) 6�a� P���' �� ��� SITE PLAN. „ _ , T - - O ROBERTS SURVEYING MAPPING 2. ( NOTE. SIDES SODDED AND 130TrOM TO BE SEEDED. 407 330-3238 N RTH a AR COURT PARKING LOT SECTION c ,� PROPOSED GRADES � ) 185 N. COUN TRY CLUB ROAD �i1 � � DATE d LAKE MARY, FLORIDA 3, - PAVING AND DRAINAGE j `� WALE SECTION EA 322.2213 , (40%) 4. ,:, MAV Y: CHECKED l�Y" DATE �._.,�-_�_•_•.•.� ,,,, r t ,f( „. ENGINEER:.. � DRAWN � DTE N.T.S. 5 M.R. 11-21-94 J.A. 1:1-217)4'' Iii T y , R = 75.00', 4 = '15'48'58" 0' R = 35.0 I I L o T 5 L= 9J.24 p 56456'39" NUT INCLUDED , � o° .,..-------�-•.�� ® L - 34.7 9'N10 R I T %w �_.—.. R E T E N T I O N P 0 N D 100 LF. 8 VC. (L3 D CHASE) (50R/W PER PLAT) i I 18" MIN, CO R.�- (PAVED ROAD) I 1 I J 20' DRAINAGE EASEMENT (PER PLAT) 7,5.0, R S 89039'40" W 261.54' U"a "� --- �_... r P� �U '1� N _39'39' 40" E hJ_ a I M --APPRtlXIMATE TOP OF BANK r I. OF RETENTION POND I j I � DUMPSTER I � i I i I I I J I Q J I CLEAN OUT 150 LF. 6" PVC. Q) ( i 1.4 -F 31.6 CL i I v N i i o.• E I , U� �, r•,. I i i � �, (C6 3 .4 I I I �- I -CAI Lq i cQ � I SCALE: 1,= 30' 5' J 14' 6 2.75' Q I i SEE SPILL CONTROLi 50' 12C DEVICE DETAIL I RAISE CONC. - " BLDG. „A" J I, F. F. EL. 32.0 BLDG.>B, 4,500 SF. I F00 . F. EL, 32.0 I I 4,000 SF. 80' IAS U - 0 I, © I I b ' 50' I Q� 24" RETAINING WALL J I � ll 1,o I � I � I I I �...�.._...____�._...�.______-1- _ -- = ,Ct- KUI-'. % t"fLULHIFVIC.0 VVN I CM LING (FROM WEST SIDE OF CENTRAL PARK DRIVE APPROXIMATELY 400.00 LF.) 3 PO SOLID GRATE GRATE ---\ 0 SCHEDULE 40 GALVANIZED OR SCEDULE 80 PVC. PIPE. AND FrrnNGs UNIO . UNION. EDGE OF METER LID R.O.W. PAVEMENT BACK OF _ 12" TO 30" CURB 4" TO C" z� I Q Ir CURB STOP (LOCKING TYPE) — `r FLOW — - ABOVE GRADE CORPORATION METER STOP COPPER DOUBLE STRAP SADDLE NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2.IRRIGATION METERS ALLOW A PRESSURE VACUUM BREAKER IF MINIMUM HEIGHT RESTRICTION CAN BE MAINTAINED ABOVE HIGHEST OUTLET. 3.METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 4.USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS FOREST GREEN EXTERIOR ENAMEL. 5. USE 3/ WATER METER & BACK.FLOW PREVENTER COMMERCIAL AND INDUSTRIAL. _ TO SANITARY SEWER INV. (6" PVC.) EL. 28.25 SPILL CONTROL DEVICE (1) LINTEL #5 13ARRSE CON r.TH ay r FILL ALL CELLS WITH CONC. — N (1) #5 BAR 8' o/c 5" CONC. (3,000#) 5„ GONG. (3,000#) -LINTEL COURSE WITH (1) #5 BAR — VIII - = :::: ::: ;�.• ::••a� .. .. .. .. ('U s :A i 12'-0" (2) #5 BARS CONT. a± FILLED CELL (TYP) - FILLED CELL —......—...... - 6wew^'mmY sus" .oa(r} mrw»awww.w.mru"wwr ,.w,u wa + wwws aw,o urww, wr+..> wwa .ww..wwwwuar mw+vr vma m mom+ wro .. N 89'39'40" E 318.24' �, 89'S9'40° W 130.00' S 89'39'40" W 5' # 10' DRAINAGE UTILITY EASEMENT (PER PLAT �1(rINAGE AND UTILITY EASEMENT (PER PLAT) I L o T 30 M, M. SM l TH'S THIRD SUBDl V1S10N P. B. 11 P G. 8 6 w N HANDICAP SIGN. TOP EL. 31.25 -2" 4" POLLUTION + CONTROL INLET N.T.S. RETAIN 40 ------ i CS GAL. (MIN) - 6" PVC -- 90' BEND RG .30c 0 SCHEDULE 40 GALVANIZED OR SCEDULE 80 PVC. PIPE. AND FrrnNGs UNIO . UNION. EDGE OF METER LID R.O.W. PAVEMENT BACK OF _ 12" TO 30" CURB 4" TO C" z� I Q Ir CURB STOP (LOCKING TYPE) — `r FLOW — - ABOVE GRADE CORPORATION METER STOP COPPER DOUBLE STRAP SADDLE NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2.IRRIGATION METERS ALLOW A PRESSURE VACUUM BREAKER IF MINIMUM HEIGHT RESTRICTION CAN BE MAINTAINED ABOVE HIGHEST OUTLET. 3.METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 4.USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS FOREST GREEN EXTERIOR ENAMEL. 5. USE 3/ WATER METER & BACK.FLOW PREVENTER COMMERCIAL AND INDUSTRIAL. _ TO SANITARY SEWER INV. (6" PVC.) EL. 28.25 SPILL CONTROL DEVICE (1) LINTEL #5 13ARRSE CON r.TH ay r FILL ALL CELLS WITH CONC. — N (1) #5 BAR 8' o/c 5" CONC. (3,000#) 5„ GONG. (3,000#) -LINTEL COURSE WITH (1) #5 BAR — VIII - = :::: ::: ;�.• ::••a� .. .. .. .. ('U s :A i 12'-0" (2) #5 BARS CONT. a± FILLED CELL (TYP) - FILLED CELL —......—...... - 6wew^'mmY sus" .oa(r} mrw»awww.w.mru"wwr ,.w,u wa + wwws aw,o urww, wr+..> wwa .ww..wwwwuar mw+vr vma m mom+ wro .. N 89'39'40" E 318.24' �, 89'S9'40° W 130.00' S 89'39'40" W 5' # 10' DRAINAGE UTILITY EASEMENT (PER PLAT �1(rINAGE AND UTILITY EASEMENT (PER PLAT) I L o T 30 M, M. SM l TH'S THIRD SUBDl V1S10N P. B. 11 P G. 8 6 w N HANDICAP SIGN. GRADE BOND BM. W/ #5 #5 48„ 0/C 5" CONC, S BOND BM. W/ #5 ~� J — 12" ,#5s 48" 0/ �- ' •-- 3 #5s CON I PAI ii SECTION Q TRUCKWELL i I 12" FT0-25 2" I v Ng� (HANDICAP SIION ONLY) 1 1/2 1•) ALL LETTERS ARE "I" SERIES "C", PER MUTCD. 2.) TOP PORTION OF SIGN SMALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. m 3.) BOTFOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE - 1 /2"- `, BACKGROUND WITH BLACK BORDER, PARKI(�IG BY PARKIN LED 4•) ONE 'SIGN REQUIRED FOR EACH PARKING SPACE. DISPERMIT ONLY 5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTIION 24--23 OF THE MANUAL „ON UNIFORMED + TRAFFIC; CONTROLS DEVICES (MU'rCD) $25-0,00 FINE CITY CARD. n #3211 11 7/8" HANDICAP' SIGN N.•cs. IIII = VIII � f WITH (1) #5 BAR IA 16" _ r : AS SHOWN 24" RETAINING WALL 7 , -2" 4" -- 2" 4" HANDICAP PARKING SPACE STRIPING N.T.S. GRADE BOND BM. W/ #5 #5 48„ 0/C 5" CONC, S BOND BM. W/ #5 ~� J — 12" ,#5s 48" 0/ �- ' •-- 3 #5s CON I PAI ii SECTION Q TRUCKWELL i I 12" FT0-25 2" I v Ng� (HANDICAP SIION ONLY) 1 1/2 1•) ALL LETTERS ARE "I" SERIES "C", PER MUTCD. 2.) TOP PORTION OF SIGN SMALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. m 3.) BOTFOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE - 1 /2"- `, BACKGROUND WITH BLACK BORDER, PARKI(�IG BY PARKIN LED 4•) ONE 'SIGN REQUIRED FOR EACH PARKING SPACE. DISPERMIT ONLY 5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTIION 24--23 OF THE MANUAL „ON UNIFORMED + TRAFFIC; CONTROLS DEVICES (MU'rCD) $25-0,00 FINE CITY CARD. n #3211 11 7/8" HANDICAP' SIGN N.•cs. IIII = VIII � f WITH (1) #5 BAR IA 16" _ r : AS SHOWN 24" RETAINING WALL 7 , 6" GONG. SLAB 8"x16" CONC. FOOTING WITH (2) #5 BARS SECTION "A" DUMPSTER ENCLOSURE DETAILS NJ,5. 0 LANDSCAPE LEGEND: 0 LAURAL OAK . (10' HT. — 2" CAL.). PARKING REQUIREMENTS: LIGUSTRUM HEDGES (24" HT. PLANTED 30" o/c). 2 SPACES FOR FIRST 4,000 S.F. 1 SPACE FOR EACH 1,000 S.F. IF o INDICATES EXISTING TREES TO REMAIN. WHOLESALE OR STORAGE, OR 1 SPACE FOR EACH 500 S.F. IF MFG. INDICATES EXISTING TREES TO BE REMOVED. THIS SITE REQUIRES A MIN. OF 8 SPACES PARKING LOT LIGHTING LEGEND: INDICATES LUMINAIRE FROM BUILDING. NOTES ALL UTILITY CONNECTION LOCATIONS ARE TO BE VARIFIED IN THE FIELD' F2ECLAIMED WATER TAKEBAC CAL CUL 10NS:. TAX 1, D. 28-19-30-508-0000-0060 4 PARKING SPACES ® 20 GPD = 280 GAL. BRIG TION SYSTEM_ REVISIONS (ENGINEERING DESIGN INC. PRo:ECT rlum C, 1" POLY � No. DATE ` BY P.O. BOX 520695 N O R TH S TA R BUSINESS CEN CER 94-162 25' HALF ROUND SPRINKLERS LONGWOOD, FLORIDA 32752-0695 1. 12-28--94 H.R. (407) 699-4500 SITE PLAN: PART OF LOT 6 SCALE i,9 30' 2' 301 NORTHSTAR COURT DATE i CS O 6" GONG. SLAB 8"x16" CONC. FOOTING WITH (2) #5 BARS SECTION "A" DUMPSTER ENCLOSURE DETAILS NJ,5. 0 LANDSCAPE LEGEND: 0 LAURAL OAK . (10' HT. — 2" CAL.). PARKING REQUIREMENTS: LIGUSTRUM HEDGES (24" HT. PLANTED 30" o/c). 2 SPACES FOR FIRST 4,000 S.F. 1 SPACE FOR EACH 1,000 S.F. IF o INDICATES EXISTING TREES TO REMAIN. WHOLESALE OR STORAGE, OR 1 SPACE FOR EACH 500 S.F. IF MFG. INDICATES EXISTING TREES TO BE REMOVED. THIS SITE REQUIRES A MIN. OF 8 SPACES PARKING LOT LIGHTING LEGEND: INDICATES LUMINAIRE FROM BUILDING. NOTES ALL UTILITY CONNECTION LOCATIONS ARE TO BE VARIFIED IN THE FIELD' F2ECLAIMED WATER TAKEBAC CAL CUL 10NS:. TAX 1, D. 28-19-30-508-0000-0060 4 PARKING SPACES ® 20 GPD = 280 GAL. BRIG TION SYSTEM_ REVISIONS (ENGINEERING DESIGN INC. PRo:ECT rlum C, 1" POLY � No. DATE ` BY P.O. BOX 520695 N O R TH S TA R BUSINESS CEN CER 94-162 25' HALF ROUND SPRINKLERS LONGWOOD, FLORIDA 32752-0695 1. 12-28--94 H.R. (407) 699-4500 SITE PLAN: PART OF LOT 6 SCALE i,9 30' 2' 301 NORTHSTAR COURT DATE 141° 0,ff. gip,' 4�3, 9, d oil Ile, "11,01, TKI� WkLl, FA1,45V,74 7— OkV�, HeV �T- FIvT !w, "'monq 'yqiv ----- --- ---- --- - -- i �� � � �°"� � ��" � ����� (�� �' �o �r� r i..�Li � ' � �_ (, C% �'�(� � I t2 r, -L 15�, V /�-r I k4 wk\LL- vpe'LA., 4n', am -r owe R6�if r 10 ev --T "71 T I'll LU III IF mto Iqll IT if 1T[ ETWIMI ITS 40 V, V, H —r pl, * MI, r. rA Poo F, 4 �f�kH fXrC-P 41VW6, %K� 91�4HI 61 rot rff./1 °l r- v I e ,fVr REVISIONS sy, \xA NO. 186A -22X3401715 _FY� yam-- ...L i 1 a ,' i . .. `,; .. / J L . �, i2 6� �G,'rfr" � _ r�--t.T ^fir F"�'r f"` I , � �; •I"" � �i L 0 T 5 L=99.24' 11 0 T INCLUDED R E T E N 'r I o N P ON D 20' DRAINAGE EASEMENT (PER PLAT) ZONED GC -2 R = 35.00' ® 56'56'39" L = 34.79' N 0 R T H S T A R (50' R/W PER PLAT) (PAVED ROAD) RAD S 89'39'40" W 261.54' *b N 89°3940" E \b • --- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - �j - - - - - - - - - - --Mt= IA OF BANK 40' up- - - 'PROX'I' TE TOP 1 '13 ""W-�APPROXIMATE TOP - - - - - - - - - - R I' T� F RETENTION 0 1 POND OF RETENTIOM POND 4 D STER 610 OD TlUTyl J0 ob wo U POLE 4- ---------------------------------- 132 STOP )SIGN 30 30t�M_PG C) 31.4 15' 4' -4-V 24' + 31.6-- cq _21 30 ----------- F4> I I Ii 27' 18, i i IISc� r =f :Zz 31.4 48 . .... 45' 401 + J0 r J0, F7 1 . 2' X 2' CONC. BOX PUMP pG 2,000 S.F. 11 OFFICE LO Lq C-4 (0 C\j SCALE: 1'= 30' 6" PVC. �! rj 00 51 14 6' 12.75' F- 0; 0 �I '�I1iI1 iiIl I1II�II _.- _ _ - -1lII1iI ----fiI rIl �1i! `��I °i `I � rI�I-� pG 0 50' 120' RAISE CONC. I II F - x BLDG. "A" a_ 1 11 1 11 II DUMPS TER OFFICE 11-0 F. F. EL. 32.0 11 LO - - - - 45'_ _0 '<� BLDG. "B" 4,800 -SF. V) b I r EL. 32.0 1 1 0)l r- 9 . I I 1 11 5 FG Y 4,000 SF. 80, ____40" 0)l I I 1 11 11 + 31. PG 31.2 +J .0 o -4- 1 - - _j _J_j L =. - -.c=-L- - u- Ff _zT - 40' 1 0 TOTAL AREA 0 11 -0 w I 1 10 000 S F BLDG. FILTER DRAIN CLOTH PERM. = 2.5 GRAIN SIZE 0.2 TO 0.55 MM WRAP 6" F. D. WITH FILTER CLOTH. CRUSHED STONE D.O.T. SAND 6 PVC F. D. FINE AGGREGATE 60-0)) FILTER DRAIN SECTION N.T.S. LO I v I f .-I I I b (01 I 11 8,000 S,F, WAREHOUSE 50, 1111M F.F. =31.75 0 {1 1 0 "0 1 24" RETAINING WALL GRATE WELDED TO SKIMMER EAST 18.30' OF' LOT 6 100, 24"CMP - - - - - - --- - - - - --- - - 2- X 2- X 1/4- ANGLE 0.67'x 1.9' WEIR RETENTION POND -- ---------------------- N.T.S. 20 16 CMP 0 O.I5X T_ .............S 89'39'40" W N 89'39'40" E 318 ' S 89'39'40" W 130.00' 710' DRAINAGE AND UTIUTY EASEMENT (PER PLAT) .24 10' DRAINAGE & UTILITY EASEMENT (PER PLAT) S. S. MANHOLE 30' R/W (PER PLAT) N. RIM ELEV. = 30.06 CENTER ELEV = 24 0-1. L 0 T 1 0 ri��{ M. W. S -M-1 H TW F -R -D -§-U-13 YI-V -/S-/ 6_N P. B. 1, P G. 8 6/ j' I OF 41# R.C.P.__,� 6' LONG PRECAST A. 7 5 CONCRETE BUMPER 2' MAX. EDGE OF PAVEMENT I 311 35, 5a PROPERTY LINE Nr !------- T 8.75' 17.5' 8.75' • ELEV. 30.5 ` U.0 ................ ............ ................ .................. N ................ ........ ....... 41 (2) No. 5 DOWELL 3' LONG ELEV. 27.0 UUU NOTE: SIDES SODDED AND BOTTOM TO BE SEEDED. POND IS DESIGNED AS A DRY POND PRECAST BUMPER DETAIL NTS RETENTION POND CROSS SECTION 15" CMP GENERAL NOTES: 1. RETENTION POND SLOPES TO BE SODDED, BOTTOM TO BE SEEDED. MULCH HEDGE AREAS. 2. ALL LANDSCAPE AREAS To BE IRRIGATED BY A UNDER GROUND IRRIGATION SYSTEM. 3. PARKING LOT STRIPING SHALL.BE F.D.O.T. WHITE TRAFFIC RATED PAINT. 4. 30" STOP SIGN SHALL BE OF, HIGH INTENSITY REFLECTOR IZED AS SPECIFIED IN THE MANUAL. OF UNIFORM TRAFFIC CONTROL DEVICES AND LOCATED AS SHOWN ON SITE PLAN 5. STOP BAR SHALL BE 24" WIDE, WHITE THERMOPLASTIC AND LOCATED AS SHOWN ON SITE PLAN. 6. HANDICAP SYMBOL SHALL BE WHITE PAINT. 7. 3 FT. AREA AROUND FIRE HYDRANT SHALL BE CLEAR OF ALL TREES AND SHRUBBERY. 8. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM STREET. 9. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS SPECIFIED IN FLORIDA STATUTE 810,09, PARAGRAPH D. J 10. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE BUILDING PERMIT. 11. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 1 2:1 12. OBTAIN ALL PERMITS AND APPROVALS AS* REQUIRED. 13, THIS SITE WILL ACCOMMODATE ALL VEHICLES UP TO 55'r'; IPJ LENGTH, 14. DEVELOPER SHALL INSTALL THE RECLAIMED WATER MAIN AND PROVIDE CONNECTION FOR IRRIGATION METER. 15. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES SERVING THIS SITE. 16. SOIL TYPE: MYAKKA, PERMEABILITY, 6" TO 20" PER HOUR. 17. ALL LANDSCAPE ISLANDS TO BE CURBED. l3d 5" CONC. (3,0000- r)PIk/C71AlA\/ r)rTAII SITE DATA DESCRIPTION SQ. FT. ACRES % OF SITE BUILDING AREA '10,000 0.230 10.0.4 PAVEMENT AREA 26,510 0.608 26.63 IMPERVIOUS AREA 36,510 0.838 36.67 LANDSCAPE AREA 63.0-39 1.447 63.33 SITE AREA 99,549 2.285 100.00 _r.5 6.25' 12.5' 6.25' 2.5 5" CONCRETE (3000 psf) ELEV 30.5 LEGEND COKRAoTOR: ECCONOMIC DEVELOPMENT FLOW DIRECTION 4 -4 ENTERPRISES INC. ELEV, 28.0EXIS',nNG GRADES P.O.BOX 470262 LAKE MONROE FL. 32747 PARKING LOT SECTION NOTE: SIDES SODDED AND BOTTOM TO BE SEEDED. (407) 330-3238 PROPOSED GRADES 1"- 10' EAST 'SWALE SECTION N.T.S. ouTFALL STRUCTURE N.T.S. C. R. C. ENTERPRISES INC. DICK CARDEGNIO P.O. BOX 470262 LAKE MONROE FL., 32746 (407) 330-9348 SURVEYOR: ROBERTS SURVEYING & MAPPING 185 N. COUNTRY CLUB ROAD LAKE MARY, FLORIDA (407) 322-2213 R = 75.00' =75*48'58" L 0 T 5 L-= 99.24 N 0 T INCLUDED RETENTION POND 100 LF. 6" I 1 18" MIN. GO 20' DRAINAGE EASEMENT (PER PLAT) S 89*39'40" W 261.54' b APPROXIMATE TOP OF BANK vi r - I I OF RETENTION POND i A DUMPSTER ST C) I I GLEAN OUT �/'i I 1 150 LF. 6" PVC. 1.4 + 31.6 EL 31 - LX (o c") Qn c1 48' U) 3 .4 00 I Lq C'4 04 SCALE: 1'= 30' 5' 14' 6' 12.75' 0I i SEE SPILL CONTROL 1 50' 120' -7 DEVICE DETAIL. RAISE GONG. X BLDG. "A" F. F. EL. 32.0 BLDG. "B" 4,800 SF. 00 F. F. EL. 32.0 0 4,000 SF. 80, 0 0 :D LL - o 0 -0 ul v 6 I Q��24" RETAINING WALL EA S if) -- --..-.,—,---_...--4 — — I — -- N 89'39P40" E 51 318.24' 0of 89*39'4W 130.00' 10' DRAINAGE AND UTILITY EASEMENT (PER PLAT) 10' DRAINAGE & UTIL17Y EASEMENT (PER PLAT L 0 T J 0 M. M. SMl T H ' S T R D S U B D / V S 0 N P. B. 1, P G. 8 6 12- FTO-25 HANDICAP SIGN 4 4 2 2- 44 - HANDICAP PARKING SPACE STRIPING N.T.S. GRADE --\ BOND BM. W/ #5--,� #5 48" O/C 510 CONC. S BOND BM. W/ #5 12" #5s 48" 0/ 3 #5s CON' ff 24# SECTION @1 TRUCKWELL ZONED GC -2 R = 35.00' ,^s 56*5639" L = 34.79' (50' R/W PER PLAT) (PAVED ROAD) N 89*39'40" E Itih EXIT.ZH. 1/2--, 'Gl FNUt. 1+ 1'LULIAIN!r-L) YVMlr-M LINE (FROM WEST SIDE OF CENTRAL PARK DRIVE APPROXIMATELY 400.00 LF.) TOP EL. 31.25 POLLUTION CONTROL INLET RETAIN 40 GAL. (MIN) 6" PVC 90* BEND b-) S 89*39'40" W NOTE:. (HANDICAP SIGN ONLY) 1.) ALL LETTERS ARE Y SERIES -C", PER,MUTCD. 2.) TOP PORTION 'OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3.) BOTTOM PORTION OF SjpN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MuTcD) 11 7/8" HANDICAP SIGN SOLID GRATE GRATE 0 SPILL CONTROL SCHEDULE 40 GALVANIZED OR SCEDULE 80 PVC. PIPE. AND FITTINGS - UNIO UNION. EDGE OF METER LID R.O.W.-\ PAVEMENT ACK OF I TO 30" CURB 4" TO 6' r; CURB STOP (LOCKING TYPE OW CORPORATION METER ABOVE GRADE STOP COPPER DOUBLE STRAP SADDLE NOTES: 1.A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND, BRASS COMPONENTS. 2.IRRIGATION METERS ALLOW A PRESSURE VACUUM BREAKER IF MINIMUM HEIGHT RESTRICTION CAN BE MAINTAINED ABOVE HIGHEST OUTLET. 3.METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 4.USE PRIMER SUITED To BASE MATERIALS. FINISH WITH TWO COATS, FOREST GREEN EXTERIOR ENAMEL. 5.USE 3Z4 WATER METER & BACK FLOW PREVEN-CER COMMERCIAL AND INDUSTRIAL. TO SANITARY SEWER ____.0 INV. (6" PVC.) EL. 28.25 VI CE LINTEL COURSE WITH (1) #5 BAR CONT. FILL. ALL CELLS WITH CONC. (1) #5 BAR 8' o/c 5- CONC. (3,000#) a4 —6,-, LINTEL COURSE --f\ 5" CONC. (3,000#) WITH (1) #5 BAR ;4" 2 " '- 0 rm ( (2) # #5 BARS CONT. FILLED CELL (TYP)-, 2) ;. -4 — FILLED CELL 101 - �l WITH (1) #5 BAR A 16, AS SHOWN 24 RETAINING WALL 6" GONG. SLAB 8"x16" CONC. FOOTING WITH (2).#5 BARS SECTION -"A" DUMPSTER ENCLOSURE_DETAILS N.T.S. LANDSCAPE LEGEND: LAURAL OAK (10' FIT. — 2" CAL.). PARKING REQUIREMENTS: G� LIGUSTRUM HEDGES (24" FIT. PLANTED 30" o/c). 2 SPACES FOR FIRST 4,000:. S.F. 1 SPACE FOR EACH 1,000 S.F. IF * INDICATES EXISTING TREES TO REMAIN, WHOLESALE OR STORAGE, OR 1 SPACE FOR EACH 500 S.F. , IF MFG, * INDICATES EXISTING TREES TO BE REMOVED. THIS SITE REQUIRES A MIN., OF 8 SPACES PARKING LOT LIGHTING LEGEND: INDICATES LUMINAIRE FROM BUILDING. NOTE,• ALL UTILITY CONNECTION LOCATIONS ARE TO BE VARIFIED IN THE FIS D. RECLAIMED WATER TAKEBACK CALCULATIONS: TAX I.D.# 28-19-30-508-0000-0060 14 PARKING SPACES 0 20 GPD = 280 CAL. IRRIGATION SYSTEM REVISIONS ENGINEERIqG DESIGN INC.TER 94 PROJECT NUMBER 1 POLY NO. DATE BY P.O: BOX 520695 NORTHSTAR BUSINESS CEN -162 25' HALF ROUND SPRINKLERS LONGWOOD, FLORIDA 32752-0695 1. 12-28-94 H.R. (407) 699-4500 SCALE SI TE PLAN: PART OF LOT 6 1 30' 2. 301 NORTHSTAR COURT DATE 3. UTILITY AND LANDSCAPE PLAN 11-22--�94 4. ENGINEER: DRAWN BY: DATE CHECKED BY DATE 5H.R. 11-21-94 J.R. 11-21-94SHEETET 2 OF 2 ---------- �.j 0 ou C7 6" GONG. SLAB 8"x16" CONC. FOOTING WITH (2).#5 BARS SECTION -"A" DUMPSTER ENCLOSURE_DETAILS N.T.S. LANDSCAPE LEGEND: LAURAL OAK (10' FIT. — 2" CAL.). PARKING REQUIREMENTS: G� LIGUSTRUM HEDGES (24" FIT. PLANTED 30" o/c). 2 SPACES FOR FIRST 4,000:. S.F. 1 SPACE FOR EACH 1,000 S.F. IF * INDICATES EXISTING TREES TO REMAIN, WHOLESALE OR STORAGE, OR 1 SPACE FOR EACH 500 S.F. , IF MFG, * INDICATES EXISTING TREES TO BE REMOVED. THIS SITE REQUIRES A MIN., OF 8 SPACES PARKING LOT LIGHTING LEGEND: INDICATES LUMINAIRE FROM BUILDING. NOTE,• ALL UTILITY CONNECTION LOCATIONS ARE TO BE VARIFIED IN THE FIS D. RECLAIMED WATER TAKEBACK CALCULATIONS: TAX I.D.# 28-19-30-508-0000-0060 14 PARKING SPACES 0 20 GPD = 280 CAL. IRRIGATION SYSTEM REVISIONS ENGINEERIqG DESIGN INC.TER 94 PROJECT NUMBER 1 POLY NO. DATE BY P.O: BOX 520695 NORTHSTAR BUSINESS CEN -162 25' HALF ROUND SPRINKLERS LONGWOOD, FLORIDA 32752-0695 1. 12-28-94 H.R. (407) 699-4500 SCALE SI TE PLAN: PART OF LOT 6 1 30' 2. 301 NORTHSTAR COURT DATE 3. UTILITY AND LANDSCAPE PLAN 11-22--�94 4. ENGINEER: DRAWN BY: DATE CHECKED BY DATE 5H.R. 11-21-94 J.R. 11-21-94SHEETET 2 OF 2 ---------- �.j EXISTING 40DRIVEWAY GENERAL NOTES: ZONED GC -2 1. RETENTION POND SLOPES TO BE ;SODDED, BOT' FOM "TO BE SEEDED. A =75048'58" y . • '„ MULCH HEDGE AREAS. R = 35.00' L = 99.24 2. ALL LANDSCAPE AREAS TO BE IRRIGATED BY A UNDER GROUND I I c �o r 5 � n= 56°56'39" , ! !IRRIGATION SYSTEM. INCLUDED L--;54.79' 3. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC RETENTION POND (50' R/W PER PLAT) RATED PAINT. ! ! (PAVED ROAD) 4. 30" STOP SIGN SHALL BE OF HIGH INTENSITY, REFLECTORIZED 20' DRAINAGE EASEMENT (PER PLAT) AS SPEC i F i ED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL I / DEVICES AND LOCATED AS SHOWN ON SITE PLAN. 75.0'Ad 5. STOP BAR SHALL BE 24" WIDE, WHITE THERMOPLASTIC AND S 89°39'40" W 261.54' N 89'39'40" E LOCATED AS SHOWN ON SITE PLAN lFF ---� 6. HANDICAP SYMBOL SHALL.BE WHITE °PAINT. ` -------------- --------- -APPROXIMATE TOP OF BANK ---------+ ^gyp �, Y- - - 7. 3 FT. AREA AROUND FIRE HYDRANT SHALL Bi CLEAR OF ALL ; OF RETENTION POND LL�_ ,,,�p' �,r3• �-� .�' 1'. '�`` �' u I I i I I �lI�__���_ �, ,' TREES A ND SHRUBBERY. ly � o� V h51 BLE AND READABLE F ROM STER WOOL) 8. ALL ADDRESS NUMBERS SHALL BE 30 STREET. POI 4- ----------------------- w----_-_-w_- --~ -- 6 f 9, INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS N SPECIFIED IN FLORIDA STATUTE 810.09 PARAGRAPH D. I 31 ,. / - - I I ( - 10. POST THE EMERGENCY NIGHT PHONE NUMBER ON -THE; BOTTOM OF I 31 ,32 STOP ISIGNTHE BUILDING PERMIT.3UI � Oµ9„ PG 1 1 . RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12 :1) ., ` 15 4' .- 40' . ` I 241•' i I 31.4 31.6 � 12. OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. 55' IN LENGTH. 30 !iI uIIIil I Air's cl 0 I I --- ____ ___ _- a --- U III I I I I I "i I I II %FILTER DRAIN CLOTH PERM. = 2.5 14. DEVELOPER SHALL INSTALL THE RECLAIMED WATER MAIN AND PROVIDE GRAIN SIZE 0.2 TO 0.55 MM WRAP = ► I' I i I i I I cvi I I 27' -16, -- 6" F. D. WITH FIL"CER CLOTH. CONNECTION FOR IRRIGATION METER . -' � " - ""1 _ 15. CONTRACTOR TO FIELD VERIFY LOCATION'S OF ALL EXISTING UTILITIES C6 l I _ � l Ili w ��� �k 31 g, FG jl l 11� IQ SERVING THIS SITE ! 4s 45 20 11 11 =}a II _ ^ - - I I II _ CRUSHED STONE 16. SOIL TYPE: MYAKKA PERMEABILITY 6" TO -20" PER HOUR. 31.4 II II _""�.• 5 1 r^ 30 II. 11 _ I� - U I I I II D.O.T. SAND 17. ALL LANDSCAPE ISLANDS TO BE CURBED. 30 i pG Ii o 2,000 S.F. II _ _ i ! I1 I� I 6 PVC F. D. i1 2' X 2' CONC. BOX PIP II 1 31 II OFFICE li 1,,,� %��, l I I - u I 1 I r- II I I I I I Ip N ra iI III�' Il I IIIii II IIIIjII! iI�III �i II(III iItI iF r_ IN FINE AGGREGATE 6" PVC. wN SCALE: 1- 30 5 14 6 12.75POa _ _ 0viI- - I 11 31 1 50 120' 5' I 6'-033 - ° • l I i RAISE CONC. <c I II I I I -- I I I II x I "A" wI ! I I DUMPSTER I FIL-rER DRAIN SECTION BLDG.I I ~ II I II 1 II iI I, - OFFI CE p Ca Ica I r I � F. F. EL. 32.0 I II � I I►� I 45 l I � II � F---- A N.T.S. T BLDG. B z 4,800 SF. I II � ! II I�_ _ _ _ _ r - I i II la � l I, V) I1 0 F. F. EL. 32.0 ~ lIVIS I--- �°' i II III II , +`1 w � l 1pG L -400U SF. so' 40'PG 31.2 1f + Ii fI �IL� 6.5" 0 0 �► L= „ 5» CONC. 3,000 .-Ff 2 � 0 I! I TOTAL AREA CRATE 0 10000 S.F. BLDG. . 3` ; ! " ' " WAREHOUSE F 00 S 8,0,, I I I Ifs _ 2x 2x 3/16ANGLE . � - I 3 l !III F•F. =31.75 ~ i 50' c 0IIID ;II Ilil I ;y 24" RETAINING WALL N I i1 I li I i Iii L_, GRATE WELDED 1. I .31 I III I i II N Y p TO SKIMMER DRIVEWAY DEIA - TOP OF SKIMMER ELEV, 31.0j. l I p l I II I II I .Pp`I'Q I EAST 18.30' Of- LOT 6 l I ► 100 i I II 24"GMP L�--_- - _ - - _ _ - - C _ TOP OF 15"' CMP ELEV. 30.5 2>" X 2- X 1/4- ANGLE 0.6Tx 1.9' WEIR 1 - - --- WEIR CREST ELEV. 28.5 ��� 31 -� ��- __ __ ___ l I RETENTION POND BOTTOM OF SKIMMER ELEV. 28.0 _ I N.T.S. , I - _ �� .--- - 1 20' 15' CMP O.15X i `- - '= '-=° - - - 15" CMP-- _. - N 89"39'40" E 5' 318.24' ~' 9° 9'40" W 130.00' `,,, S 89°39'40" , W 10` DRAINAGE UTILITY EASEMENT (PER PLAT 1' --.* j f I f'. S. S. MANHOLE 10' bRAINAGE AND UTILITY EASEMENT (PER PLAT) _ INV. (15 GMP 25.E 30' R/`�! (PER PLAT) N. RIM ELEV. �.. 30.U6 - CENTER ELEV = 24.8± r /44 f 0 L 0 T 13 o _ _ _ _ _ _ OUTFALL STRUCTURE M. S M l T f-1 ' S T H I R D S U B D l V I S l 0 N ' P. B. 1, P G. 8 6,/ �" f ;u -- TO MT. DORA S.R. 46 TO 'SANE ORD ~----- R rV OF2R175R,C.P. 6' LONG PRECASTI CONCRETE BUMPER 2 MAX. I + Z EDGE OF PAVEMENT _ a ( 3 -„ PROPERTY S35r I N "_ - 8.75' 17.5' 8.75' r ELEV. 0U.0 0 P.. a (2) No. 5 DOWELL 3' LONG ELEV. 27.0 NOTE: SIDES SODDED AND BOTTOM TO BE SEEDED. POND IS DESIGNED AS A DRY POND' PRECAST BUMPER DETAIL, SITE DATA DESCRIPTION SQ.FT. ACRES % OF SITE BUILDING AREA 10,000 0.230 10.04 PAVEMENT AREA 26,510 0.608 2663 IMPERVIOUS AREA 36,510 0.838 36.67 LANDSCAPE AREA 63,039 1.447 63.33 SITE AREA 99,549 2.285 100.00 I EXISTING 40' DRIVEWAY R = 75.00' . I 1-I = 75 to Jo 011 1 R = 35.00' L L 0 T 5 A- 56'56'39" j j I i ' 1 N 0 T I N C L U D E D L = 3 4.7 91f\lr)P 7'1-4S TAR C 0 U R T R E T E N T 1 0 N P 0 N D 100 LF. 6" VC. (81 ND CHASE) (50' FR/W PER PLAT) 18" MIN, CO R.- I (PAVED ROAD) 20' DRAINAGE EASEMENT (PER PLAT) RAD. S 89'39'40 W 261.54' (1$ N 89°39'40" E r BLOW OFF EXI T. X.H. - - - - - - ql0 r......___- - _T fA APPROXIMAT� TOP OF BANK — — — — — — — — — — — — — — — — — — — — — — — — — — — - ---EMT - 0 OF RETENTION POND Ir 'A fh — — — — — — — — — — — — — — — DUMPSTER V) 7 430. PROP. 4" RECLAIMED WATER LINE t i i \c`��#� �Q"j"C 10 '15 \ ') (FROM WEST SIDE OF CENTRAL PARK I STOP SIGN -7I c6 DRIVE APPROXIMATELY 400.00 LF.) I m l V � t i j I CLEAN OUT 150 LF. 6" PVC. 11"N I/ III --- - 11 11 I1 1 1 3(. PG 15' 24' 24' t i i 1.4 + 31.6 /1[1 * 4 I IITOP EL. 31.25 6) POLLUTION LL. V) 27' Q) LL' b 18'Tit CONTROL INLET U) tf 4 - -1 pG — I I i i p 4- 480 45' 20' o 5' RETAIN 40 0 GAL. (MIN) I 2,000 b ,-2' X 2' CON BOX W/-PUMI-1. PC 1LO 1 11, I OFFICES. F. 11 6" PVC 00 1 to I I Ift: 90BEND 30' 5p 6" PVC. 00 SCALE: 14' 6' 2.75' ot 1.4 1 1 l I 0 1 - V') I pG TROL DEVICE 0 1 r --------- SPILL CON SEE SPILL CONTROL I I / 5' 50, DEVICE DETAIL.RAISE CONC. < w I I y III I DUmPsTER - x Ilk BLDG. "AllIii I1 1 LI OFFICE 0 v Il b F. F. EL. 32.0 z I LO 0 10 BLDG. "B" 4,800 SF. I r V) b 11 1 IIIA . 00 F. F. EL. 32.0 0)lpG L 9 -t I 4,000 SF. 80, 40' 31. j II PO 31.2 + L c\j 0 0 u- 1 -5\ Lu II 20 TOTAL AREA 40' 1 11 01 b 1 10,000 S.F. BLDG. I.- U) I 8,000'S,F, WAREHOUSE I I I b t II I ZONED GC -2 I LINTEL COURSE NTH (1) #5 BAR CONT. FILL. ALL CELLS WITH CONC. (1) #5 BAR 8' o/c 5' GONG. (3,000#) SCHEDULE 40 GALVANIZED, OR SCEDULE 80 PVC.. PIPE. AND FITTINGS UNIO UNION. EDGE OF METER LID R.U.W. PAVEMENT � BACK OF 12" TO 30' CURET 4" TO 6" CURB STOP (LOCKING TYPE FLOW ABOVE GRADE CORPORATION METER STOP COPPER DOUBLE STRAP SADDLE NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS, 2.IRRIGATION METERS ALLOW A PRESSURE VACUUM BREAKER IF MINIMUM HEIGHT. RESTRICTION CAN BE MAINTAINED ABOVE HIGHEST OUTLET. 3.METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB AND IN NO CASE SHALL.IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 4.USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS FOREST GREEN EXTERIOR ENAMEL. 5. USE 3/4 WATER METER & BACK FLOW PREVENTER COMMERCIAL AND INDUSTRIAL. TO SANITARY SEWER INV. (6" PVC.) ELI 28.25 LINTEL COURSE 50' 1- 1 F.F. =31.75 1 I� , - a I ':& : :::: ::::4:' - - - - - .4: : I I ; 0 •:x: 5- CONC. (3,000#) NTH (1) #5 BAR 0 b V) (0 4" RETAINING WALL I II I II I I II FILLED CELL (TYP) 0 Inn, (2) #5 BARS CONT. �. I r EAST 18.30 OF LOT I - — 6 1 1 FILLED CELL wi rH (1) #5 BAR 16' S SHOA RETENTION POND 24 RETAINING WALL ----------------- --- — — — — -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- 0- N 891 5' 9'40" E 318.24' T� 89-39'40" W 130.00 S 89*39'40" W 10' DRAINAGE UTUTY EASEMENT (PER PLA 10' DRAINAGE AND UTILITY CASEMENT (PER PLAT) ► L 0 T 3 0 M. M. SMS T H ' S THIRD SUBDI VI 5 1 0 N P. B. 1, P G. 8 6 HANDICAP SIGN 12"FTO- 2 5 N. NATE; (HANDICAP S�GN ONLY) 1 1/2 1.) ALL LETTERS ARE -I- SERIES "C", PER MUTCD. 2.) TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 3 It GRADE BOND BM. W/ #5--- #5 48" O/C 5" CONC. S BOND BM. W/ #5 12" #5s 48" O, J #OS CON 1. SECTION '@ -rRUCKWI L 240 4 2' 4- 2' 4' 4' HANDICAP PARKING SPACE STRIPING, N.T.S. It GRADE BOND BM. W/ #5--- #5 48" O/C 5" CONC. S BOND BM. W/ #5 12" #5s 48" O, J #OS CON 1. SECTION '@ -rRUCKWI L 240 11 7/8- 11 HANDICAP SIGN \1/ .Irt INDICATES LUMINAIRE FROM BUILDING. RECLAIMED WATER TAKEBACK CALCULATIONS,_ 14 PARKING SPACES 0 20 GPD = 280 GAL. IRRIGATION- SYSTEM � 1" POLY 25' HALF ROUND SPRINKLERS r � a 00 LANDSCAPE LEGEND: 3.) BOTTOM PORTION or SVN SHALL HAVE A 'rE REFLECTORIZED (ENGINEERING GRADE) wHi LAURAL OAK (10' HT. — 2" CAL.). 1/20— PARKING BY DISABLED PERMIT ONLY BACKGROUND NTH BLACK BORDER. Cry LIGUSTRUM HEDGES (24" FIT. PLANTED 30" o/c). 4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE. 0 INDICATES EXISTING TREES TO REMAIN. 5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE NTH SECTION 24-23 OF 'IHE MANUAL ON UNIFORMED 0 INDICATES EXISTING TREES TO BE REMOVED. TRAFFIC CONTROL DEVICES (MUTCD) s PARKING LQl—L 11 7/8- 11 HANDICAP SIGN \1/ .Irt INDICATES LUMINAIRE FROM BUILDING. RECLAIMED WATER TAKEBACK CALCULATIONS,_ 14 PARKING SPACES 0 20 GPD = 280 GAL. IRRIGATION- SYSTEM � 1" POLY 25' HALF ROUND SPRINKLERS r � a i C7 A