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Home My WebLink About411 Central Park Dr (from 1990) (a)T IRON PIPE ;ANFOFZU UNINCOFiPUF3A"rEL� ' - 4' .CAS r ZSt Za?7 o �' � ClI fY LIML.FS.. SEMINOLE' • \1 % .aOf JRPZ N89' 39' 4O'E 295.64, YJS 921 - A COUNT t „ LyQ." - - - - .-.__. - - - iZ'3 �, - -- ' _i L.\NIS LS1 U.\C•\t C.O. J.E. 8 L EtlQRA R. 4' C.I,P. SEWER (DR'r) LINE (2.70% MIN. SLOPE) _ -- --- ' - I ANDREWS INV. 28.39 C.O. `R6Q1 IR1.1) ALLUhABIF: PKuVIDED I , h 9 (� t _ �): \.._. .._-.._... _----1-•-W _ _ __ ...... GC'? 2=1 K 105 3! ii 1.'C (UV l:h \G F. 111 S R, 1l'It1 3"t 24 ja ; w► I ti SODFUTURE - - - - ip - 1RC(•'rt'Rl' I'LOOR AALA 5.83(1 S.F. , 5' 5, SOD - - - r PRAINFIEL� X!/ -f-.- �Z✓S EXISTING FIRE HYDRANT �! UPANsiPN I i O-� s 4✓f { ✓� ✓5 - - - ,�/✓f GC_ �\ LEGAL UE,SC'RIPTION: INORTHSTAR COURT j Ir NEW !' DOMESTIC WATER METER Q9i iy F I' It 1"1' . R }' \L? ?0 I 1'. a,i I. 1• '!'F --r-'_ ZONED A -I1 �- F' Ila' PVC SCH D. 40 WATER MAI E N , _ - -- _ LOT 10 NURTIISTAR BUSINESS PARK PIIASE ONE AS RECORDED IN PLAT BOOK 41, PAGES '12 h '13, PUBLIC RECORDS OF EFJTURE iI -- PRAINFIELD EXPANSION .E(INoI CHECK VALVE 1% lRlIPA '• I 1, 7:4 COUNTY, FLORIDA.orlln[cz asz As BACKFLOW PREVENTOR 26. e _v so ZQ,T _J JrClPJ YDOUBLE VICIJIMAI, 6' T IRON PIPE ;ANFOFZU UNINCOFiPUF3A"rEL� ' - 4' .CAS r ZSt Za?7 o �' � ClI fY LIML.FS.. SEMINOLE' • \1 % .aOf JRPZ N89' 39' 4O'E 295.64, YJS 921 - A COUNT t „ LyQ." - - - - .-.__. - - - iZ'3 �, - -- ' _i L.\NIS LS1 U.\C•\t C.O. J.E. 8 L EtlQRA R. 4' C.I,P. SEWER (DR'r) LINE (2.70% MIN. SLOPE) _ -- --- ' - I ANDREWS INV. 28.39 C.O. `R6Q1 IR1.1) ALLUhABIF: PKuVIDED I , h 9 (� t _ �): \.._. .._-.._... _----1-•-W _ _ __ ...... GC'? 2_90z9O I2BT NU'l'liS 11. ALL PAVING DIMENSIONS AND ELEVATIONS ARE Sf1UW'N 'To TllE F 29.0 ��---_ EDGE OF PAVEMENT. 1 SOURCE OF BUUNDARIAND TOPOCRA11111C SURV'E)' IS IIF:NRICII, 'IKO1T'E:R, CARTER h AYE:RS, INC. BOUNDARY AND TUPU 12. PAVEMENT MARKINGS 'CU HE 'TR W'IIITE. EXCF:f''1'ION: I) PREPARED EOR NOR]I1SINK BUSISESS,PARK AND SCIISEQUENTLY IIANDICAP SPACES TU DE MARKED Aril) SIGNED IN ACCORDANCE }� I� 24 18' S' 4' I I'RUV'IDF:D H1 ?1ORTIIS'f:\k Bl'S(NF:SS PARK 'f0 l,U'C 13 OWNERS. WITfI DETAIL, SHEET C-2. i j LOT , i 3 ; II 2: VF:KI F1 1:X15'rE:NCC ANI1 LO(',\'TIUS OF ,U.i. l"PILI"rll:S Pit 13. INSTALL W',1'CF:k LINES AND S,\NI'1'ARl' SF:WE:KS W'1 `I'll lU' G C 2 TO EXCAVATION• MINIMUM HORIZONTAL CLEARANCE; OR 18" MINIMUM VERT IC A1, LI 'F h: i! �; I CLEARANCE WITII 'CITE I'U'T,111LF h.1TF;R 1,INFS LOCAI'E:1) It 1, (. 50 I it1:ES Ex l ST ON S I 111 TItE SANITARY SEWER. WIIE:KE SUCH CLEARANCES CANNOT BE ay OBTA I NF,U, llE SAN l'f,1R1' SF:W'k:R is "f0 BF. (:,\S'f IRON P i l'F: ,3 t') (IVF.KHA:,<,I:�C !.INRs FROM EAST )'ItUPFttfl ARE 'f0 Ii F. IU' EACII W'fA)' F'K(N1 1`11F. CROSSING OR 1'tlF: SF.WF:K IS 'f0 It F: j I AfF,D TU 1'HUV 1Dt, 17 14-11:1`Uh OVF.KIIE.,1D (l.P.nk,\N('L ENCASED IN CUNCKErE. I Fl E( ( p ! i O C1 I ABOVE EXISTING GK.\DE;. E:•\T1.1' CL'T EAcii I,IV114 TU f'KF:VIin'f U I r STRIPING OF DARK IOWARD., Vi,U N TRUNK. PAINT ALL CUTS 14. PVC PORTIONS OF FIRE: 1'KOTEcric,N WATER MAIN TO BE Z L F- �. f ti('KSE:kI (;ftAUi: TREi: I',11�'I'. C-800. UEK l'E;Kb1IT APPI,I('A'CIUN 'TO BE PROCESSED FOR }7-1 I W I'1'll i "--- 1 I ' CIT) SIGNATURE FOLLOWING OW INC SITE PLAN AN APPROVAL i 4 6' PVC MAW 5 U1NERS Du NUT KARRANT THAT OI'F:N III RSIN'G WILL BE ), t BOLLARD SEE BLDG��,NS I A1.1.01O.D. cpaDucT OPEN BLR INc, om.Y IN ACCORDANCE: WITH 15. SANITARY SEWER IS 'TO BE PERMITTED BY UF:K AND If J N�. TO AUTOMATIC - .. ' 1 :. _ ____.,. -.-, ... --.- (Ifl OI S1NPOttU I IkP DEPAR"1 -! I -��_- SPRINKLER SYSTEM x-_ 1L1f KF IIVCIUNS INSTALLED 1S DK) llrL SEE ?OCP 13 FOR SEQUENCE. BLUE LINE. SE:QU : • .. l .. (. , a 1 J. E. Jr. 8 JEANNETTE I REFLECTIVE _ II S f,. F.XIN'fIN(; Ri,l.l(' IRRIGATION I'1 PES ,1Kk: '1'O (iE Hk.MOV'Ea) FROM 16. UPON NO'I'lE1CA'flOti 11Y CITY 1' '('l1A'C NOH'rflS'rAR ITU'SINE 'SS f ANDREW HI -WAY ----- (Q 111,11 -DING •\ft F.\S 'I'O A POINT S' Ol'CS! UE OF !il' 1 Ll)I NG AREAS, PARK TRUNK SF.W'k:R IS AVAILABLE F'OR CONNEC"f 1011, ,W - MARKER _ W E I# AND FROM LNDFRAI:A'rlt PAVt:HF;'iT ANU RE'I'E:S'fIUN/UF,"l'E:N'I'IO� CONTRACTOR 'CO COr:DUC'!' LAMf'lNG. ENGINEER W'1L1. F II BASIN. IIACKFILL AND COSI:1AcC TR,FNCHES• TUEN CERTIFY C•UMPLE'TION 'TO FDEF. AND CITY OF SANFORD. ! , I w { `�A5 32 60 (V / XlJr C.O. 4 i1 F.D,C. U.D. ! _ c. I i . , - - - - - _ _ _ _ _ _ _ _ _ _ - _ Sl'Fi'HAUf PREPARATION: 111E BUILDING IS "r0 ktP OPERATED O': ;V TEMPORARY SFPTIC (SIDEWALK SIAMESE � ` \ U, C 2 PROOF'ROLL USING IO PASSF,S OF A VIBRATOR) ' ROLLER TANK AND DRAI:NF'IELD sIsTEM Ut;m. NORr STAR BUSINESS I .f } `✓` PAIN RED) Y I N (DINAPAC CA -25 OR EQUIVALENT). PARK SEWERS ARE RFLF,ASF.D [OR SF:R1'ICF,. "l j 1 : I LSDERCUT ANl 1IELDING ZONES, BACKFILL AND C'ONPAcT 18. INDIVIDUAL W'ASrEWA'CEK SYSTEM IS TO NiEFT STATE OF f I (L t Q ` 55 S.F. L LLJ 125 L.F. ! I W IN 8" MAXIMUM LIFTS. FLORIDA IIRS REQUIREMENTS IOU -6 AS ADMINISTERED BY C fWn LANDSCAPE AREA Q R/ SIOEBANK N SEINOLF COUN'T1' IIE:AI,TiI DEPARTMENT. UNDERDRAW WILL f0 FInISIiED SCBGRADUSING CLEAN SANDS FROM ESTIMATED FLOW' FROM WAREHOUSE: I20Oxp(1 Lel ---- --- r Q d I II (_D APE'ROVED OFF'E, SITE.' SOURCES. URALNFIELU ABSORPTION RATE: 1.2"cl, y.ft L m 1 Q ♦ F ' �CTi � • SEPTIC TANK: 2250x,=1lons L) Vit Z _ z N Q I II O 8, COMPACTION STANDARDS: w W { Q W UNDER BUILDINGS AND 5' OUTSIDE OI BUILDINGS •kND 19, WRAP JOINTS OF ALL BCCMPA WITIf TYPAK 1.5'FACII SIDE OF !z I v) UUNDERRE:fFNTIUS/DE'I'F:NTION WALL: 98'1 OF MODIFIED JOINT. 1 _.J r� (n ' C �_ _- 2Zl ( % PROCTOR DENSITY (ASTM D- 1 55'1 ) .M 20, CONTRACTOR AI SUBE: STITUTla" RCI' IN LIF,L OF 29" X 1H /�•jj i •-) „ JSi! 6 CURB W iI 3 f W ! W U)q • I LN1)F:K PAVEMENTS: 95`L'UF' STANDARD PKOC'I'OR, DENS I'T), 1fCC-%I'A W'IT11 SAME, INVERTS SPECIFIED In TABLE. u` ° > I (A.1sDTo) T-99). 21, SANITARY SEWER 'TU BE, 4"SDR :15I'VC UK !'1..155 50 CAST �' W) (n~! (q Z' I 9. T,1BILl%F: TIIF: TOP,NINE INCIIES UNDER LINEROCK BASF: TO IRpN PIF'F. SEE I'I,,1rf FOR LDC,\CION. /�� O F (1 p 1_y \� ��+�'®��+, 9 �0' I I I IHV 15. 'Frd; W Z!' W' Ld It V 1 v ,; 'J ,f,.` FA I0. PAVING' STANDARDS: '22. IN TIIF. FUTURE, IF UF.VFLOPMES7 OCCURS, SLH,1F,('T TO Z l 297 COMPATIBLE LAND USE. OCCUI'ANC), AND SITE: PLAN, LuT 1:1 W � J 2RI I FRONT CAR PARKIN(.. 6 -INCHES OF LIMExUCK BASE. WILT. hNTF.RTAIN A CROSS -ACCESS F.ASt:NF:N'f W'I'CH AUJACEh'r .' Z W + O lU - -. - - 'I -.. ! - COMPACTED $ TO 98STANDARD PROCTOR DENSITY (AASHTO Q -) COMP Z 1 - LOTS. T-99); PRIMED AND SANDED. I-INCII MINIMUM OF LL U ! I A.S.C.S. TYPE I OR TYPE l l 1. CL _ 23. STREET LIGHTS ALONG CENTRAL FAnK DRIVE 50ALL BE;W3TALLQ UNDER W q ____. ___„-_�, '' U.D.C.O. 0 I HORTHSTAR BUSINESS PARK PHASE 11 AS APPROVED 13Y THE CITY OF SANFORD. uj i NORTH DRIVEWAY AND REAR TRUCK PARKING: 8 -INCHES EXIST, FIELD OF SOIL CEMENT (SASE 350 PSI, 7 -DAY. I - INCH oRA1NAce STRUCTURE TABLE: I _ D W b: ` �1 f-0 h ! , xiei F A.S.C. ABOVE. j LI WIREFENCE WINIMUM S. AS OTRU(NSITE PIPE PIPE, ___7 , ) W - _ - _ - 5 TORE NO UESCRi TION INVERTS 70P SIZE LFVG III 6 CUNTRUL JI'NLCiURE 27.11 JU.71 27"ila' 22 FEEL Lij 5 SIIALLUK MANHOLE 2I.U5(E) 27.60 2'J":la z� 2 I % r / TLP RANItULF', 251 Gn 31 .7U Aw FEET E. I 22".18" Z i ,,fir• _ J U 6 U ' I z +. I ';. URUI IhI.LT 16.001 Sr.) II FIN. FL. CONNECTION oN 7 z6.lolhF.x, JI. GO 18 FEET --- -- J I ,ELEV. 34.84 F:xl �I II ' n"FLU H I _ i ZONED A -t i I 9225 64 INV 41 7 TYPE 'C'• DROP INLET 27.35(SE) 30.63 it' ZO FEET Y ( JR97� 3!� In . i sF:E AuuVE I TRUDED CURS 1/ / I 3' 12' 12 4' 6' I A ------/ - - _ - - , �o.g� ,�'' FINISHED SANFORD FIRE DEPARTMENT -I-- t� „ T r 9 i8 i X1 T3 ,.I✓� „ ! II I GRADE o l o V9 fo 9 .Sty ' ExTRuoEn a�Ra - y I �, I ! 3i zo ! 1303 FRENCH -AVENUE A i/g'IFT. ! ila'IFT. i c -I w �\ ! `z ' \ /' , u.D.C.Q. f (I i I I/ SANFORD, FLORIDA 32771 ram �' �sw A60 ;�e� , .,iT✓.S .,9:61 QST7?X C „9:.59 i Jew � EXISTING GRADE 2.R 4 � 3 I - i 1�C25U 2.2q (STEEPEST) r te_ N FN �o J{ ..� � FLU -Z c•^'�' TO T1�1 EXIST. \ - � '" � - - -_ � .�y. �0.�•2_ I i D S 89 39 40 W 310.24 , C WILLIAM 8 LENORA ��* ! II 3 C -I ` SECTIO_ � LOT 12 UNINCORPORATED !) SCALE- BOR. DRAINAGE OUTFALL' SERVING LOTS 13 8 14 ONLY P21 -I SANFORD sEMINot_E - �� a,� Y1s� ,CITY LIMITS COUNTY VERT. 'I = 2 W1 Q��S� ��90 T 9 ) i 0' INJDER PERMITTING 8 CONSTRUCTION 8Y OTHERS ( _._�. 0 ILITY (C,(}NiNEOTIQN f EL= J,'S n.✓T P'wCG�,nF SC U`.Q CHECKED, LR DATE 1-3-90 SCALE JOB NO. 89-42 SHEET c A a� OF ` SHEETS\" Im V z w r Q Od W 1- tY Q U ornm 1w3.1 n f, w � >_ LI- F- � Y oz �� r CJ U c,: r- (Z Z W N Z F- U) _ (0 3 J cj� W. V �LL. ^Q F- N 16x4 Q W (r if) 3Q N /� Z -,J _W O vI QJ WQ WQ. 3 2 (n z U :7) M W Q � J_j O Q Z W m UJ 3L N F- 0 F- (7 '(0 cr x (f) c) GO `. - f_W Z i ® Z a J ' 3 U 5(r _j 0 z In 0 a♦� E 00 N N C O cn M m A ~O • ® o, v 07 C: !o himT O � %A V0 LL N i.I w' z 10c ' V ~ J:d � C tno G •_ 0 c A= W DRAWN 105 3! ii 1.'C (UV l:h \G F. 111 S R, 1l'It1 3"t LI{,.)tY. ja ; I ti ip - 1RC(•'rt'Rl' I'LOOR AALA 5.83(1 S.F. , ra6v I i A.1�;', sirs Q9i iy F I' It 1"1' . R }' \L? ?0 I 1'. a,i I. 1• '!'F --r-'_ ZONED A -I1 F' iI 1% lRlIPA '• I 1, 7:4 _J JrClPJ I':1'1Rl;,R LA',I)SCAIT ARIA 1.301 N.I'. i 1, I Af f kt IOf(, ('UV VRA611 7v. 1'.i 2_90z9O I2BT NU'l'liS 11. ALL PAVING DIMENSIONS AND ELEVATIONS ARE Sf1UW'N 'To TllE F 29.0 ��---_ EDGE OF PAVEMENT. 1 SOURCE OF BUUNDARIAND TOPOCRA11111C SURV'E)' IS IIF:NRICII, 'IKO1T'E:R, CARTER h AYE:RS, INC. BOUNDARY AND TUPU 12. PAVEMENT MARKINGS 'CU HE 'TR W'IIITE. EXCF:f''1'ION: I) PREPARED EOR NOR]I1SINK BUSISESS,PARK AND SCIISEQUENTLY IIANDICAP SPACES TU DE MARKED Aril) SIGNED IN ACCORDANCE }� I� 24 18' S' 4' I I'RUV'IDF:D H1 ?1ORTIIS'f:\k Bl'S(NF:SS PARK 'f0 l,U'C 13 OWNERS. WITfI DETAIL, SHEET C-2. i j LOT , i 3 ; II 2: VF:KI F1 1:X15'rE:NCC ANI1 LO(',\'TIUS OF ,U.i. l"PILI"rll:S Pit 13. INSTALL W',1'CF:k LINES AND S,\NI'1'ARl' SF:WE:KS W'1 `I'll lU' G C 2 TO EXCAVATION• MINIMUM HORIZONTAL CLEARANCE; OR 18" MINIMUM VERT IC A1, LI 'F h: i! �; I CLEARANCE WITII 'CITE I'U'T,111LF h.1TF;R 1,INFS LOCAI'E:1) It 1, (. 50 I it1:ES Ex l ST ON S I 111 TItE SANITARY SEWER. WIIE:KE SUCH CLEARANCES CANNOT BE ay OBTA I NF,U, llE SAN l'f,1R1' SF:W'k:R is "f0 BF. (:,\S'f IRON P i l'F: ,3 t') (IVF.KHA:,<,I:�C !.INRs FROM EAST )'ItUPFttfl ARE 'f0 Ii F. IU' EACII W'fA)' F'K(N1 1`11F. CROSSING OR 1'tlF: SF.WF:K IS 'f0 It F: j I AfF,D TU 1'HUV 1Dt, 17 14-11:1`Uh OVF.KIIE.,1D (l.P.nk,\N('L ENCASED IN CUNCKErE. I Fl E( ( p ! i O C1 I ABOVE EXISTING GK.\DE;. E:•\T1.1' CL'T EAcii I,IV114 TU f'KF:VIin'f U I r STRIPING OF DARK IOWARD., Vi,U N TRUNK. PAINT ALL CUTS 14. PVC PORTIONS OF FIRE: 1'KOTEcric,N WATER MAIN TO BE Z L F- �. f ti('KSE:kI (;ftAUi: TREi: I',11�'I'. C-800. UEK l'E;Kb1IT APPI,I('A'CIUN 'TO BE PROCESSED FOR }7-1 I W I'1'll i "--- 1 I ' CIT) SIGNATURE FOLLOWING OW INC SITE PLAN AN APPROVAL i 4 6' PVC MAW 5 U1NERS Du NUT KARRANT THAT OI'F:N III RSIN'G WILL BE ), t BOLLARD SEE BLDG��,NS I A1.1.01O.D. cpaDucT OPEN BLR INc, om.Y IN ACCORDANCE: WITH 15. SANITARY SEWER IS 'TO BE PERMITTED BY UF:K AND If J N�. TO AUTOMATIC - .. ' 1 :. _ ____.,. -.-, ... --.- (Ifl OI S1NPOttU I IkP DEPAR"1 -! I -��_- SPRINKLER SYSTEM x-_ 1L1f KF IIVCIUNS INSTALLED 1S DK) llrL SEE ?OCP 13 FOR SEQUENCE. BLUE LINE. SE:QU : • .. l .. (. , a 1 J. E. Jr. 8 JEANNETTE I REFLECTIVE _ II S f,. F.XIN'fIN(; Ri,l.l(' IRRIGATION I'1 PES ,1Kk: '1'O (iE Hk.MOV'Ea) FROM 16. UPON NO'I'lE1CA'flOti 11Y CITY 1' '('l1A'C NOH'rflS'rAR ITU'SINE 'SS f ANDREW HI -WAY ----- (Q 111,11 -DING •\ft F.\S 'I'O A POINT S' Ol'CS! UE OF !il' 1 Ll)I NG AREAS, PARK TRUNK SF.W'k:R IS AVAILABLE F'OR CONNEC"f 1011, ,W - MARKER _ W E I# AND FROM LNDFRAI:A'rlt PAVt:HF;'iT ANU RE'I'E:S'fIUN/UF,"l'E:N'I'IO� CONTRACTOR 'CO COr:DUC'!' LAMf'lNG. ENGINEER W'1L1. F II BASIN. IIACKFILL AND COSI:1AcC TR,FNCHES• TUEN CERTIFY C•UMPLE'TION 'TO FDEF. AND CITY OF SANFORD. ! , I w { `�A5 32 60 (V / XlJr C.O. 4 i1 F.D,C. U.D. ! _ c. I i . , - - - - - _ _ _ _ _ _ _ _ _ _ - _ Sl'Fi'HAUf PREPARATION: 111E BUILDING IS "r0 ktP OPERATED O': ;V TEMPORARY SFPTIC (SIDEWALK SIAMESE � ` \ U, C 2 PROOF'ROLL USING IO PASSF,S OF A VIBRATOR) ' ROLLER TANK AND DRAI:NF'IELD sIsTEM Ut;m. NORr STAR BUSINESS I .f } `✓` PAIN RED) Y I N (DINAPAC CA -25 OR EQUIVALENT). PARK SEWERS ARE RFLF,ASF.D [OR SF:R1'ICF,. "l j 1 : I LSDERCUT ANl 1IELDING ZONES, BACKFILL AND C'ONPAcT 18. INDIVIDUAL W'ASrEWA'CEK SYSTEM IS TO NiEFT STATE OF f I (L t Q ` 55 S.F. L LLJ 125 L.F. ! I W IN 8" MAXIMUM LIFTS. FLORIDA IIRS REQUIREMENTS IOU -6 AS ADMINISTERED BY C fWn LANDSCAPE AREA Q R/ SIOEBANK N SEINOLF COUN'T1' IIE:AI,TiI DEPARTMENT. UNDERDRAW WILL f0 FInISIiED SCBGRADUSING CLEAN SANDS FROM ESTIMATED FLOW' FROM WAREHOUSE: I20Oxp(1 Lel ---- --- r Q d I II (_D APE'ROVED OFF'E, SITE.' SOURCES. URALNFIELU ABSORPTION RATE: 1.2"cl, y.ft L m 1 Q ♦ F ' �CTi � • SEPTIC TANK: 2250x,=1lons L) Vit Z _ z N Q I II O 8, COMPACTION STANDARDS: w W { Q W UNDER BUILDINGS AND 5' OUTSIDE OI BUILDINGS •kND 19, WRAP JOINTS OF ALL BCCMPA WITIf TYPAK 1.5'FACII SIDE OF !z I v) UUNDERRE:fFNTIUS/DE'I'F:NTION WALL: 98'1 OF MODIFIED JOINT. 1 _.J r� (n ' C �_ _- 2Zl ( % PROCTOR DENSITY (ASTM D- 1 55'1 ) .M 20, CONTRACTOR AI SUBE: STITUTla" RCI' IN LIF,L OF 29" X 1H /�•jj i •-) „ JSi! 6 CURB W iI 3 f W ! W U)q • I LN1)F:K PAVEMENTS: 95`L'UF' STANDARD PKOC'I'OR, DENS I'T), 1fCC-%I'A W'IT11 SAME, INVERTS SPECIFIED In TABLE. u` ° > I (A.1sDTo) T-99). 21, SANITARY SEWER 'TU BE, 4"SDR :15I'VC UK !'1..155 50 CAST �' W) (n~! (q Z' I 9. T,1BILl%F: TIIF: TOP,NINE INCIIES UNDER LINEROCK BASF: TO IRpN PIF'F. SEE I'I,,1rf FOR LDC,\CION. /�� O F (1 p 1_y \� ��+�'®��+, 9 �0' I I I IHV 15. 'Frd; W Z!' W' Ld It V 1 v ,; 'J ,f,.` FA I0. PAVING' STANDARDS: '22. IN TIIF. FUTURE, IF UF.VFLOPMES7 OCCURS, SLH,1F,('T TO Z l 297 COMPATIBLE LAND USE. OCCUI'ANC), AND SITE: PLAN, LuT 1:1 W � J 2RI I FRONT CAR PARKIN(.. 6 -INCHES OF LIMExUCK BASE. WILT. hNTF.RTAIN A CROSS -ACCESS F.ASt:NF:N'f W'I'CH AUJACEh'r .' Z W + O lU - -. - - 'I -.. ! - COMPACTED $ TO 98STANDARD PROCTOR DENSITY (AASHTO Q -) COMP Z 1 - LOTS. T-99); PRIMED AND SANDED. I-INCII MINIMUM OF LL U ! I A.S.C.S. TYPE I OR TYPE l l 1. CL _ 23. STREET LIGHTS ALONG CENTRAL FAnK DRIVE 50ALL BE;W3TALLQ UNDER W q ____. ___„-_�, '' U.D.C.O. 0 I HORTHSTAR BUSINESS PARK PHASE 11 AS APPROVED 13Y THE CITY OF SANFORD. uj i NORTH DRIVEWAY AND REAR TRUCK PARKING: 8 -INCHES EXIST, FIELD OF SOIL CEMENT (SASE 350 PSI, 7 -DAY. I - INCH oRA1NAce STRUCTURE TABLE: I _ D W b: ` �1 f-0 h ! , xiei F A.S.C. ABOVE. j LI WIREFENCE WINIMUM S. AS OTRU(NSITE PIPE PIPE, ___7 , ) W - _ - _ - 5 TORE NO UESCRi TION INVERTS 70P SIZE LFVG III 6 CUNTRUL JI'NLCiURE 27.11 JU.71 27"ila' 22 FEEL Lij 5 SIIALLUK MANHOLE 2I.U5(E) 27.60 2'J":la z� 2 I % r / TLP RANItULF', 251 Gn 31 .7U Aw FEET E. I 22".18" Z i ,,fir• _ J U 6 U ' I z +. I ';. URUI IhI.LT 16.001 Sr.) II FIN. FL. CONNECTION oN 7 z6.lolhF.x, JI. GO 18 FEET --- -- J I ,ELEV. 34.84 F:xl �I II ' n"FLU H I _ i ZONED A -t i I 9225 64 INV 41 7 TYPE 'C'• DROP INLET 27.35(SE) 30.63 it' ZO FEET Y ( JR97� 3!� In . i sF:E AuuVE I TRUDED CURS 1/ / I 3' 12' 12 4' 6' I A ------/ - - _ - - , �o.g� ,�'' FINISHED SANFORD FIRE DEPARTMENT -I-- t� „ T r 9 i8 i X1 T3 ,.I✓� „ ! II I GRADE o l o V9 fo 9 .Sty ' ExTRuoEn a�Ra - y I �, I ! 3i zo ! 1303 FRENCH -AVENUE A i/g'IFT. ! ila'IFT. i c -I w �\ ! `z ' \ /' , u.D.C.Q. f (I i I I/ SANFORD, FLORIDA 32771 ram �' �sw A60 ;�e� , .,iT✓.S .,9:61 QST7?X C „9:.59 i Jew � EXISTING GRADE 2.R 4 � 3 I - i 1�C25U 2.2q (STEEPEST) r te_ N FN �o J{ ..� � FLU -Z c•^'�' TO T1�1 EXIST. \ - � '" � - - -_ � .�y. �0.�•2_ I i D S 89 39 40 W 310.24 , C WILLIAM 8 LENORA ��* ! II 3 C -I ` SECTIO_ � LOT 12 UNINCORPORATED !) SCALE- BOR. DRAINAGE OUTFALL' SERVING LOTS 13 8 14 ONLY P21 -I SANFORD sEMINot_E - �� a,� Y1s� ,CITY LIMITS COUNTY VERT. 'I = 2 W1 Q��S� ��90 T 9 ) i 0' INJDER PERMITTING 8 CONSTRUCTION 8Y OTHERS ( _._�. 0 ILITY (C,(}NiNEOTIQN f EL= J,'S n.✓T P'wCG�,nF SC U`.Q CHECKED, LR DATE 1-3-90 SCALE JOB NO. 89-42 SHEET c A a� OF ` SHEETS\" Im V z w r Q Od W 1- tY Q U ornm 1w3.1 n f, w � >_ LI- F- � Y oz �� r CJ U c,: r- (Z Z W N Z F- U) _ (0 3 J cj� W. V �LL. ^Q F- N 16x4 Q W (r if) 3Q N /� Z -,J _W O vI QJ WQ WQ. 3 2 (n z U :7) M W Q � J_j O Q Z W m UJ 3L N F- 0 F- (7 '(0 cr x (f) c) GO `. - f_W Z i ® Z a J ' 3 U 5(r _j 0 z In 0 a♦� E 00 N N C O cn M m A ~O • ® o, v 07 C: !o himT O � %A V0 LL N i.I w' z 10c ' V ~ J:d � C tno G •_ 0 c A= W DRAWN