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1102, 1104, 1106, 108 Sandstone St - BC04-001226 (GREYSTONE TOWNHOMES) (NEW TOWNHOME) (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER_ PROPERTY OWNER ADDRESS PHONE NUMBER _��LDC���LiI�t7LfL�l►flr.7�L�1��I7 MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 0 " 4� 1? DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 3 OA CJ FART. hat FLOOR FLAN 5CALE 1/4' - V-0' I FART. FRONT ELEVATION AL.1= 1/4' s V-0' FART. 15t FLOOR F -L -EG. FI -AN SCALE 1/4' = 1'-V' 2 X Co X 12 P.T. ( OF OPEN INCA CENTER BUCK r —1 I I II 3/8' DIA. ANCHOR 2 X 4 P.T. TOP SUCK 2 X 6 P.T. BUCK EACH SIDE OF OPENING 3/8' PIA. J -BOLT W/ D -I/2" EMI3EDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR PROVIDE 1-1/2' X 3/16' THICK WASHER W/ EACH ANCHOR. START BOLTS AFTER GAR4 3r= CURB 1� 5UC< DET,4 L_ NTS `2" SCHEDULED PIPE `C.T.L. TENSION PULL 18" FROM TOP 5" X 5" X 5/5" PLATE II/52" HOLE W/ 1/4" X 5 I/4" SUP-R-5TUD5 W/ 1 1/2" EM5ED. W/ I WA5HER 4 1 NUT MR FASTNER (TYP. 4 PLACES) SAFETY STOP N.T.S. THIS RESIDENTIAL STRUCTURE IS DESIGNED TO WITHSTAND THE WINDLOADING IMPOSED IN ACCORDANCE WITH THE LOCATION OF SAID STRUCTURE, FIGURE R301.2(4), THE PROVISIONS OF CHAPTER 3 AND ALSO COMPLIES WITH ALL OTHER PROVISIONS OF THE 2004 FLORIDA BUILDING CODE -RESIDENTIAL, AS AMMENDED. 0 :4) REQ/. . DRAWN B)': M5 GHEGKED BY: GP DATE: 1/2`1/05 FILE NAME : DENAMRK PLANS REVIEWED CITE' OF SANFORD S VJ Code violations found during inspection A 0 are required to be corrected. Plan/permit issuance does not grant w approval of a code violation. 2004 FBC109.1 Eaft MIT /AREA TASULAT I ON &ARA69E 402 Sa. FT. LEGEND WINDOW / DOOR TYPE POSITUE DESIGN + PRESSURE ( P51' NEGATIVE DESIGN PRE55URE ( P5E 5E0UENGE NO. I SHEET NO. G;i4fzZ�AG;E I 00 T _ _ ._ _ � _ _ a _-_ T _ _. _ - �. ___- -- -- ____. T_-�_ _ _ ___.__.-._____ _ _ _ --_. _ -___ _�-- ---- - __ - �- -__ __ __ -� ---�-- ��.�__._ �_� - -. r.r._. :�- _ , . Ir, NEEL, a,, a, I ea 110. MA TAINED BY 111r '1 51 11 00, 0- G GAT c) 7 8 9 21 671 12 Mh o 15 16 minTYF TYPErltk `YP E V1 2 96-36' E V_ 60' 176 3 60' cx: 96-79, 100.007 36 182 a� , 4o 89 20 60' 60' 52 Al V > II}:, Z20 92,01' T! 94 If 100.0 c) IL 4, 1Aft ­­ I' cz z C) C) v cl- EX ED Of N P -Z *— il ul 16 87 Lj-j t. 105 110. MA TAINED BY 111r '1 51 11 00, 0- G GAT c) 7 8 9 21 671 12 Mh o 15 16 minTYF TYPErltk `YP E V1 2 110. MA TAINED BY 111r '1 51 11 00, 0- G GAT c) 17 rt 18 79 20 21 671 12 13 74 15 16 minTYF TYPErltk 4j 4 96-36' E V_ 60' 176 3 17 rt 18 79 20 21 100.00, 79 95,92' (Z) 20 TYPErltk 4j 4 Cor -46 J,,� LEON ___w A WWWAWJ 6AWO ------ - 103 102 101 100 ti 100.00, 79 95,92' (Z) 20 My PE 4j I1� 96-36' '.1E 60' 176 100.00, 60' cx: 96-79, 100.007 36 182 a� , 4o 89 20 60' 60' 52 typ V > II}:, Z20 92,01' T! 94 If 100.0 c) IL 4, 1Aft ­­ I' cz z C) C) v cl- EX ED Of N P -Z *— il ul 16 87 Lj-j t. 105 4 LL_ z 92.01' w a Z 5; os .1 W=r- 100.00, LT w Zt I Lo a- M NBHIJA 0 CIS n-, w a® 104 JV :D In C4 r Cor -46 J,,� LEON ___w A WWWAWJ 6AWO ------ - 103 102 101 100 ti 100.00, 79 95,92' (Z) 20 My PE IV I1� 96-36' '.1E 60' 176 100.00, 60' 181 96-79, 100.007 36 182 a� , 4o 89 20 60' 60' 52 typ V > II}:, Z20 , LIJ ?w 100.0 0f, , IL 4, 1Aft ­­ I' Cor -46 J,,� LEON ___w A WWWAWJ 6AWO ------ - 103 102 101 100 ti 100.00, 79 95,92' (Z) 20 My PE IV I1� 99 98 89 JV E' 112: L a, z 93-92' TY E III 91 4 0.IW F. _j I if :z• 19 Uj UJ LLJ C33 Lj 71.76' % uu 40 uu 92 77.28' PC 83.69, 3 183 pl�Nqcr-t .1 18 MAiL `MAIL r N :1. pe 1841: 00-00, 11; N.) R 185 SUN DECK' :: �. 2., '8 -186 100k, 1> 11 ti Q260' A MF 7uu.uu, i ad W. 188GIi 1 Ell 35 178 95.49' 94 100.00, 79 95,92' (Z) 100.00' LIU W I1� 96-36' '.1E 60' 176 100.00, 60' 181 96-79, 100.007 36 182 35 6 too 94 100.00, 142 3: 100-00, (Z) 100.00' 23 W I1� k_ 10o, 00' '.1E 60' 176 100.00, 26 100.00, 129 177 100.007 21 90 a� , 4o 89 20 60' 60' 52 typ V > 53 Z20 , LIJ ?w 100.0 0f, , IL 4, 1Aft ­­ I' cz z C) C) 35 6 0'00' 94 100.00, 142 3: 100-00, 174 100.00' 23 W 175 k_ 10o, 00' '.1E 60' 176 100.00, 26 100.00, 129 177 Q_ 93,15' r _`YPE IV 34 168 91 v TYP E IV �3, TYPE IV L 93, 102,28' 31 =)Ui ar Go X 7, 16, 33 cRoa uw M LL_ 159 1 167 169 166 165 164 162 161 158 157 0 01.65, 156 160 C3 9* 93.15' -4UT2r- 170 --I T 00, .00, 95 !-1 101.43 93.00' bu 32 30 33 34 35 39 41 171 38 40 96 I 101-01, 0 Ni ifi z,• 7il„ II zz� iz, 172 8 9 55 r'f 93.00' d. P IV T IV TYPk IV 1,,p - III ow It 7, Ieo 6 0'00' 94 48 142 3: 100-00, s �. 92.00' 23 27 92 U) '.1E 100.00, L 26 100.00, 129 25 100.007 %• 40.�' 30.0r 3100' 26 .�M NZ 44 _41� C112 p""I: A Z,� vi 93-00' 95 96 97 98 9�a 109 z 104 105 106 107 -oil 100 101 102 103 108 C1 NQ C.) 19,* 9; 45 I IN N cln gw,.a 93.00' 0 yp 2ryp vi 21 Yp�#v .... 46 ­ww 23, 46� tk 0300, 30.00' A .51 v v 00, (n _j 100. z Y� W, vt F FOR CURVE TAB IVY,, 5 94 92.00' 142 95.00' s �. 92.00' 23 4j, 92 �_'92_00' '.1E (L L E 129 95.00' 100.007 21 90 a� OAT /1" 100.00, 89 20 60' 60' 52 typ V > 53 , LIJ ?w 100.0 0f, , IL 4, 1Aft ­­ I' cz z C) C) v cl- EX ED Of N P -Z *— il ul t. 4 LL_ 02 w a Z 5; os .1 W=r- 100.00, LT %• 40.�' 30.0r 3100' 26 .�M NZ 44 _41� C112 p""I: A Z,� vi 93-00' 95 96 97 98 9�a 109 z 104 105 106 107 -oil 100 101 102 103 108 C1 NQ C.) 19,* 9; 45 I IN N cln gw,.a 93.00' 0 yp 2ryp vi 21 Yp�#v .... 46 ­ww 23, 46� tk 0300, 30.00' A .51 v v 00, (n _j 100. z Y� W, vt F FOR CURVE TAB 24 IVY,, 5 94 92.00' 142 95.00' s �. 92.00' 23 4j, 92 �_'92_00' 100.00, (L L E 129 95.00' 100.007 21 90 a� OAT /1" 100.00, 89 20 60' 60' 52 typ V > 53 , LIJ ?w 100.0 0f, , IL 4, 1Aft ­­ I' cz z C) C) v cl- EX ED Of N P -Z *— il ul t. 4 LL_ 02 w a Z 5; os .1 W=r- 100.00, LT w I Lo a- M NBHIJA 0 s 0 n-, w a® -.1 JV :D r JJe 02 1ti ohol Ir typ MR -50 �o 0 25 ry 1111111161111111irr inc h '0 ft. �j aaZ 20' typ 24 IVY,, 5 94 92.00' 142 95.00' 100.00, 92.00' 23 4j, 92 �_'92_00' 100.00, (L 22 92.00' 129 95.00' 100.007 21 90 92.4;, OAT /1" 100.00, 89 20 60' 60' 52 typ 18 IVY,, 95. 00, 94 92.00' 142 95.00' 93 92.00' 5 4j, 92 �_'92_00' O (L 91 92.00' 129 95.00' j49 93. 00' 90 92.4;, OAT /1" typ 89 &=4 93.001 4 60' 52 93.0% V > 53 , LIJ 100.0 0f, , IL 4, 1Aft ­­ I' cz z C) C) EX ED Of N > 3rr .1 W=r- 100.00, LT I Lo a- M NBHIJA 0 tiAa r2IA T,arar -.1 JV r JJe 18 141 95. 00, 94 92.00' 142 95.00' 93 92.00' 5 4j, 92 �_'92_00' O (L 91 92.00' 129 95.00' j49 93. 00' 90 92.4;, OAT /1" typ 89 D.C. 0 GRADE IN RET. WALL is 92. 00' 1U WBRICK WALLO 2' OFF 5. t. 1_402WOF 4WO 40-00- 4aW -30M' T 98-00, , I Lij R; 30.90 35,72' 19 4 17 88 too 00 Az) LL 05 92.00' T E V- 2 T E Vfs 4I ^r 3 1.1 ir O P40.00, 87 p .� 5i 5.08 ,7 13 Ll 9,9.00, 8 9 10 11 12 14 15 16 (0 S435 1'28"E 86 11 764r r.-68' 141 two Id 11 P -A 100.22' 6� (-6TE C137r.h C127 '126 ta 84 2 28 141 95. 00, 2 142 95.00' ISi I 10 6 5 4j, 143 95.00' O (L 100.00 94.53' 129 95.00' j49 93. 00' 145 O OAT /1" I. ru &=4 93.001 4 60' 52 93.0% V > 53 , LIJ 100.0 0f, , CL cz z C) C) EX ED Of N > 3rr .1 W=r- 100.00, LT I Lo a- M NBHIJA 0 tiAa r2IA JV r JJe 1ti ohol Ir typ MR 1111111161111111irr 28 141 95. 00, 2 142 95.00' ISi I 10 6 138 94.6,9' 143 95.00' O 139 94.53' 129 95.00' j49 93. 00' 145 60 %NOW, _j < 9510' 2 �g 94.841 ISi I 10 6 138 94.6,9' 79 16 O 139 94.53' 129 27 140 93. 00' Lij O OAT /1" I. ru &=4 93.001 O 60' 52 93.0% 60 %NOW, _j < 9510' 81 137 94.841 ISi I 10 6 138 94.6,9' 79 16 O 139 94.53' 129 27 140 60131 4 %NOW, _j < 1 81 132 96.00, ISi I 10 6 133 96.00' 79 16 O 134 96.00' 129 2.6 135 !si %NOW, _j < I 81 2 100-05' ISi I 10 6 2 15, typ 79 16 O 77 130 129 128 127 126 93. 00' Lij OAT /1" I. ru &=4 93.001 O 60' 52 93.0% V > 53 F_ 82 60' u %NOW, _j < V 81 TYPE 100-05' 80 6 CS 94 79 16 25 99.81, - 20' 7 b )93 30.3 49- A - min, Jf �ttLo rA 31FJ 19 mW 10 TYP E V1 78 uj L) 5 %NOW, _j < V NUMBER TYPE TYF 6 CS CS 49 9 O 77 130 129 128 127 126 '7 v r1IA, W H, tW r tl IJ JA Jw Vit; FL kA hrw.x al, t. r. p) rq % 1 to wgF,p RrL N�NII 41 fi V rrilWl %NOW, _j < NUMBER .S. LD TnMRUA TYF E V1 Ir4 LOpp 49 9 O 77 76 ti 74 75 73 72 '7 v r1IA, W H, tW r tl IJ JA Jw Vit; FL kA hrw.x al, t. r. p) rq % 1 to wgF,p RrL N�NII 41 fi V rrilWl 12 -4 93.00' 55 93.00' 56 93.00, . .. ........ ............. .............. 57 93-00' 58 +16,39 15' ACCESS I VTIL ES T. %NOW, _j < NUMBER .S. LD TnMRUA TYF E V1 Ir4 r 49 93.00' O 65 64 Y 1 62 50 93. 00' Lij OAT /1" I. C/71 &=4 93.001 51 60' 52 93.0% V > 53 LIJ _j LLj Z CL cz z C) C) EX ED Of N > .1 W=r- DRAWN BY: I Lo a- M NBHIJA 0 JV JJe Ir 1111111161111111irr 1 1 MY 110ryrk 12 -4 93.00' 55 93.00' 56 93.00, . .. ........ ............. .............. 57 93-00' 58 +16,39 15' ACCESS I VTIL ES T. %NOW, _j < NUMBER .S. LD TnMRUA TYF E V1 1-1 C3 r 49 93.00' O 65 64 LLJ 62 50 93. 00' Lij OAT /1" I. C/71 &=4 93.001 51 60' 52 93.0% V > 53 12 -4 93.00' 55 93.00' 56 93.00, . .. ........ ............. .............. 57 93-00' 58 +16,39 15' ACCESS I VTIL ES T. 31 55.2T' i.cn U W i. IAPPROVED ­ - _ h."'6001 40- -NEAL B. HILER, P.E. cQ5 w B TYPE VI Ell v- 71 70 69 68 7 66 6 %NOW, _j < NUMBER .S. LD TnMRUA TYF E V1 1-1 C3 r FILENAME FILEN O 65 64 LLJ 62 61 60 Lij OAT /1" I. C/71 Date H V) UJ V > LIJ _j LLj Z CL cz z C) C) EX ED > 31 55.2T' i.cn U W i. IAPPROVED ­ - _ h."'6001 40- -NEAL B. HILER, P.E. cQ5 w B TYPE VI Ell v- 71 70 69 68 7 66 6 %NOW, _j < NUMBER .S. LD TnMRUA TYF E V1 1-1 C3 r FILENAME FILEN O 65 64 63 62 61 60 O OAT /1" O Date H V) UJ V > LIJ _j LLj Z cz z EX ED > .1 W=r- DRAWN BY: I Lo a- M NBHIJA 0 31 55.2T' i.cn U W i. IAPPROVED ­ - _ h."'6001 40- -NEAL B. HILER, P.E. cQ5 w B TYPE VI Ell v- 71 70 69 68 7 66 6 L NUMBER .S. LD TnMRUA TYF E V1 1-1 C3 r FILENAME FILEN 65 64 63 62 61 60 L NUMBER .S. LD TnMRUA 1-1 C3 FILENAME FILEN GRE YS 1, OAT /1" Date PER -MIT # . .... ev- g' Y�: F :in D OFFICE J i .I I f ,I SOUTH PHASE -11 PROPERTY LINE BLDG No. BLDG TYPE No. BLDG AREA UNITS (3f) PRKG REQ'D ---- PRKG PROP 1 V 5 9000 2 2 2 0.34 NO PHASE LINE 0.20 STORM DRAIN 2 I ROOM DRAINAGE DIVIDE V I .A VVVU z 2 4 III 3 5400 2 2 5 V 5 9000 2 2 6 V 5 ---- - 2 7 IV 4 7200 2 2 IV 4 7200 2 2 9 IV 4 9000 10 V! 6 10800 2 1 2 11 V! 6 10800 2 2 12 V 5 9000 2 2 13 VI 6 10800 2 2 14 VI 0 10800 2 2 15 VI - ---- - 2 16 g 17 VI 6 10800 2 2 18 VI 6 10800 2 2 19 V 6 9000 2 2 20 IV 4 7200 2 2 21 VI 6 10800 2 2 22 VI 1 6 10800 1 2 2 23 VI 6 10800 2 2 24 IV 4 7200 2 2 25 V 5 9000 2 2 26 V 5 9000 2 2 27 V 5 9000 2 2 28 1 V 1 5 9000 1 2 _2_J TOTAL No. of UNITS = 145 TOTAL BUILDING AREA = 5.99 Ac. FT -1 -100 0 50 100 `7�.�'OREGON AVENUE r (ALL IMPROVEMENTS WITHIN R/W BY OTHERS) PROP. SANITARY FORCE MAIN OREGON AVENUE UTILITY DESIGN IS CONTINGENT UPON IMPROVEMENTS BY SEMINOLE COUNTY S0iO0L BOARD L OW Q17, -ftho N IL FF=63. 0 W N, N, E - __ yrF Vi N dk 5� (P r 4 Iy1, h FF_ 4L POST-OFF1 I -L -AREA­4�64,-Ac. X_ 1160, FPL POWER EASEMENT OF -B 112, PGS. 211-212- oc- F 411 A .q mn P T1 PE I? T'77 4 V -4 \1 I ft ­ A.. "E -M M, ii i SIDEWALK AREA AC. PROPERTY LINE POOL DECK AREA AC_ RIGHT-OF-WAY LINE - - - - - - ROADWAY CENTERLINE 1 21-09 6.24 4.85 PROPOSED LOT LINE a 16 EASEMENT LINE N111 rr W, I' CONTOUR LINE 0.34 NO PHASE LINE 0.20 STORM DRAIN 13.35 I ROOM DRAINAGE DIVIDE 7.4 -X-X-X-X- CHAIN LINK FENCE - E - E- E - OVERHEAD POWER - -WJL - - - - - - - - WJL - - WETLANDS JURISDICTION LINE ---I OOYR OOYR t 00YR-- 1 OOYR FLOOD ELEV. LIMITS LINE rMM Q) SOIL BORING LOCATION LLJ 'Iwo jjII ro THERMOPLASTIC STOP BAR _ + STREET NAME SIGN v) A SLOPE INDICATOR 0 a .. , Q) FIRE HYDRANT ASSEMBLY CO 1`13 6" SANITARY SEWER SERVICE/C.O. I ©�� Q aoss 0 Ila E --q IN M: mftz� z cr) ii i SIDEWALK AREA AC. PROPERTY LINE POOL DECK AREA AC_ RIGHT-OF-WAY LINE - - - - - - ROADWAY CENTERLINE 1 21-09 6.24 4.85 PROPOSED LOT LINE a 16 EASEMENT LINE N111 rr W, I' CONTOUR LINE 0.34 NO PHASE LINE 0.20 STORM DRAIN 13.35 I ROOM DRAINAGE DIVIDE 7.4 -X-X-X-X- CHAIN LINK FENCE - E - E- E - OVERHEAD POWER - -WJL - - - - - - - - WJL - - WETLANDS JURISDICTION LINE ---I OOYR OOYR t 00YR-- 1 OOYR FLOOD ELEV. LIMITS LINE rMM Q) SOIL BORING LOCATION LLJ 'Iwo jjII ro THERMOPLASTIC STOP BAR _ + STREET NAME SIGN v) A SLOPE INDICATOR 0 a .. , Q) FIRE HYDRANT ASSEMBLY CO 1`13 6" SANITARY SEWER SERVICE/C.O. 4" FIRE RISER SERVICE c) aoss 0 Ila E --q IN M: z cr) g a�� mow ice: SIDEWALK AREA AC. PROPERTY LINE POOL DECK AREA AC_ RIGHT-OF-WAY LINE - - - - - - ROADWAY CENTERLINE 1 21-09 6.24 4.85 PROPOSED LOT LINE a 16 EASEMENT LINE N111 rr W, I' CONTOUR LINE 0.34 NO PHASE LINE 0.20 STORM DRAIN 13.35 I ROOM DRAINAGE DIVIDE 7.4 -X-X-X-X- CHAIN LINK FENCE - E - E- E - OVERHEAD POWER - -WJL - - - - - - - - WJL - - WETLANDS JURISDICTION LINE ---I OOYR OOYR t 00YR-- 1 OOYR FLOOD ELEV. LIMITS LINE rMM Q) SOIL BORING LOCATION LLJ 'Iwo jjII ro THERMOPLASTIC STOP BAR _ + STREET NAME SIGN v) A SLOPE INDICATOR 0 a .. , Q) FIRE HYDRANT ASSEMBLY CO 1`13 6" SANITARY SEWER SERVICE/C.O. 4" FIRE RISER SERVICE c) aoss ice: SIDEWALK AREA AC. PROPERTY LINE POOL DECK AREA AC_ RIGHT-OF-WAY LINE - - - - - - ROADWAY CENTERLINE 1 21-09 6.24 4.85 PROPOSED LOT LINE a 16 EASEMENT LINE N111 5' CONTOUR LINE 65.10 I' CONTOUR LINE 0.34 NO PHASE LINE 0.20 STORM DRAIN 13.35 I ROOM DRAINAGE DIVIDE --- - - - - - -: L-: -i- " NORMAL HIGH WATER LEVEL -X-X-X-X- CHAIN LINK FENCE - E - E- E - OVERHEAD POWER - -WJL - - - - - - - - WJL - - WETLANDS JURISDICTION LINE ---I OOYR OOYR t 00YR-- 1 OOYR FLOOD ELEV. LIMITS LINE rMM Q) SOIL BORING LOCATION LLJ 'Iwo jjII ro THERMOPLASTIC STOP BAR _ + STREET NAME SIGN .GENERAL NOTES: 1. THE PROPOSED STORMWATER MANAGEMENT SYSTEM WILL BE OPERATED AND MAINTAINED BY THE OWNERS ASSOCIATION. 2. ALL FILL AREAS SHALL HAVE A SURFACE DEPTH OF AT LEAST 24" OF SCS TYPE "A" SANDY SOILS. CONSISTANCY OF SURFACE DEPTH TO BE VERIFIED BY GEOLOGIST. 3. ALL SIDE SLOPES STEEPER THAN 6 HORIZ. TO 1 VERT. SHALL BE SODDED. SLOPES LESS THAN 6 : I SHALL BE SEEDED AND MULCHED. 4. ALL CONSTRUCTIONS SHALL CONFORM TO AND SHALL BE INSTALLED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE CITY OFSANFORD STANDARDS UNLESS STATED OTHERWISE ON THE PLANS. 5. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, PLANS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER (AS APPLICABLE). 6. WHEN TRENCH EXCAVATION EXCEEDS (5) FIVE IN DEPTH: A. CONTRACTOR SHALL CONFORM TO OSHA STD. 29CFR. SECTION 1926.650 WHICH IS INCORPORATED IN FL. STAIt' 90-96. B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. 7. ALL DRAINAGE PIPING UNDER PAVEMENT SHALL HAVE A MINIMUM OF 20- OF COVER. EXTENDED BASE SHALL BE REQUIRED FOR PIPES WITH LESS THAN 20" OF COVER PER FDOT INDEX 205 8_ ALL DRAINAGE PIPES ARE ADS, CLASS III, UNLESS OTHERWISE NOTED. 9. DRAINAGE STRUCTURE TOP ELEVATION REFERS TO TOP OF FINISHED STRUCTURE. 10. THE CONTRACTOR SHALL ENSURE THAT ALL PERMITS FOR CONSTRUCTION ARE OBTAINED PRIOR TO STARTING WORK. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE, CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 12. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR 40 THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THESE PLANS. 13. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 14. ALL WETLAND AREAS AS WELL AS VEGETATED OPEN WATER AREAS SHALL BE PLACED IN A DRAINAGE EASEMENT AS PER 704.06 F.S. AND RECORDED IN THE PUBLIC RECORDS OF THE CITY OF FORD FLORIDA SEE PLAT MAP FOR ADDITIONAL DETAIL 111 �ZN 15. THE MINIMUM FINISH FLOOR ELEVATION SHALL BE 44.00 NVGD, 12" ABOVE THE 100YR FLOOD ELEVATION. THE MINIMUM ROADWAY BOTTOM OF BASE ELEVATION SHALL BE 40.5 NVGD, 12" ABOVE THE SEASONAL HIGH GROUND WATER ELEVATION. I I - 16. MUCK OR MATERIALS UNSUITABLE FOR ROADWAY BASE DISCOVERED DURING EXCAVATION LEGEND SIDEWALK AREA AC. PROPERTY LINE POOL DECK AREA AC_ RIGHT-OF-WAY LINE - - - - - - ROADWAY CENTERLINE 1 21-09 6.24 4.85 PROPOSED LOT LINE a 16 EASEMENT LINE N111 5' CONTOUR LINE 65.10 I' CONTOUR LINE 0.34 NO PHASE LINE 0.20 STORM DRAIN 13.35 I ROOM DRAINAGE DIVIDE --- - - - - - -: L-: -i- " NORMAL HIGH WATER LEVEL -X-X-X-X- CHAIN LINK FENCE - E - E- E - OVERHEAD POWER - -WJL - - - - - - - - WJL - - WETLANDS JURISDICTION LINE ---I OOYR OOYR t 00YR-- 1 OOYR FLOOD ELEV. LIMITS LINE DRAINAGE FLOW ARROW Q) SOIL BORING LOCATION LLJ 'Iwo jjII ro THERMOPLASTIC STOP BAR _ + STREET NAME SIGN v) A SLOPE INDICATOR 0 a .. , Q) FIRE HYDRANT ASSEMBLY CO 1`13 6" SANITARY SEWER SERVICE/C.O. 4" FIRE RISER SERVICE c) 1-1/2- POTABLE WATER SERVICE 0 E --q M: z cr) .GENERAL NOTES: 1. THE PROPOSED STORMWATER MANAGEMENT SYSTEM WILL BE OPERATED AND MAINTAINED BY THE OWNERS ASSOCIATION. 2. ALL FILL AREAS SHALL HAVE A SURFACE DEPTH OF AT LEAST 24" OF SCS TYPE "A" SANDY SOILS. CONSISTANCY OF SURFACE DEPTH TO BE VERIFIED BY GEOLOGIST. 3. ALL SIDE SLOPES STEEPER THAN 6 HORIZ. TO 1 VERT. SHALL BE SODDED. SLOPES LESS THAN 6 : I SHALL BE SEEDED AND MULCHED. 4. ALL CONSTRUCTIONS SHALL CONFORM TO AND SHALL BE INSTALLED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE CITY OFSANFORD STANDARDS UNLESS STATED OTHERWISE ON THE PLANS. 5. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, PLANS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER (AS APPLICABLE). 6. WHEN TRENCH EXCAVATION EXCEEDS (5) FIVE IN DEPTH: A. CONTRACTOR SHALL CONFORM TO OSHA STD. 29CFR. SECTION 1926.650 WHICH IS INCORPORATED IN FL. STAIt' 90-96. B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. 7. ALL DRAINAGE PIPING UNDER PAVEMENT SHALL HAVE A MINIMUM OF 20- OF COVER. EXTENDED BASE SHALL BE REQUIRED FOR PIPES WITH LESS THAN 20" OF COVER PER FDOT INDEX 205 8_ ALL DRAINAGE PIPES ARE ADS, CLASS III, UNLESS OTHERWISE NOTED. 9. DRAINAGE STRUCTURE TOP ELEVATION REFERS TO TOP OF FINISHED STRUCTURE. 10. THE CONTRACTOR SHALL ENSURE THAT ALL PERMITS FOR CONSTRUCTION ARE OBTAINED PRIOR TO STARTING WORK. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE, CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 12. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR 40 THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THESE PLANS. 13. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 14. ALL WETLAND AREAS AS WELL AS VEGETATED OPEN WATER AREAS SHALL BE PLACED IN A DRAINAGE EASEMENT AS PER 704.06 F.S. AND RECORDED IN THE PUBLIC RECORDS OF THE CITY OF FORD FLORIDA SEE PLAT MAP FOR ADDITIONAL DETAIL 111 �ZN 15. THE MINIMUM FINISH FLOOR ELEVATION SHALL BE 44.00 NVGD, 12" ABOVE THE 100YR FLOOD ELEVATION. THE MINIMUM ROADWAY BOTTOM OF BASE ELEVATION SHALL BE 40.5 NVGD, 12" ABOVE THE SEASONAL HIGH GROUND WATER ELEVATION. I I - 16. MUCK OR MATERIALS UNSUITABLE FOR ROADWAY BASE DISCOVERED DURING EXCAVATION LEGEND SIDEWALK AREA AC. PROPERTY LINE POOL DECK AREA AC_ RIGHT-OF-WAY LINE - - - - - - ROADWAY CENTERLINE 1 21-09 6.24 4.85 PROPOSED LOT LINE a 16 EASEMENT LINE N111 5' CONTOUR LINE 65.10 I' CONTOUR LINE 0.34 NO PHASE LINE 0.20 STORM DRAIN 13.35 I ROOM DRAINAGE DIVIDE --- - - - - - -: L-: -i- " NORMAL HIGH WATER LEVEL -X-X-X-X- CHAIN LINK FENCE - E - E- E - OVERHEAD POWER - -WJL - - - - - - - - WJL - - WETLANDS JURISDICTION LINE ---I OOYR OOYR t 00YR-- 1 OOYR FLOOD ELEV. LIMITS LINE DRAINAGE FLOW ARROW Q) SOIL BORING LOCATION LLJ STOP SIGN WITH 24" Cf) ro THERMOPLASTIC STOP BAR .GENERAL NOTES: 1. THE PROPOSED STORMWATER MANAGEMENT SYSTEM WILL BE OPERATED AND MAINTAINED BY THE OWNERS ASSOCIATION. 2. ALL FILL AREAS SHALL HAVE A SURFACE DEPTH OF AT LEAST 24" OF SCS TYPE "A" SANDY SOILS. CONSISTANCY OF SURFACE DEPTH TO BE VERIFIED BY GEOLOGIST. 3. ALL SIDE SLOPES STEEPER THAN 6 HORIZ. TO 1 VERT. SHALL BE SODDED. SLOPES LESS THAN 6 : I SHALL BE SEEDED AND MULCHED. 4. ALL CONSTRUCTIONS SHALL CONFORM TO AND SHALL BE INSTALLED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE CITY OFSANFORD STANDARDS UNLESS STATED OTHERWISE ON THE PLANS. 5. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, PLANS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER (AS APPLICABLE). 6. WHEN TRENCH EXCAVATION EXCEEDS (5) FIVE IN DEPTH: A. CONTRACTOR SHALL CONFORM TO OSHA STD. 29CFR. SECTION 1926.650 WHICH IS INCORPORATED IN FL. STAIt' 90-96. B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. 7. ALL DRAINAGE PIPING UNDER PAVEMENT SHALL HAVE A MINIMUM OF 20- OF COVER. EXTENDED BASE SHALL BE REQUIRED FOR PIPES WITH LESS THAN 20" OF COVER PER FDOT INDEX 205 8_ ALL DRAINAGE PIPES ARE ADS, CLASS III, UNLESS OTHERWISE NOTED. 9. DRAINAGE STRUCTURE TOP ELEVATION REFERS TO TOP OF FINISHED STRUCTURE. 10. THE CONTRACTOR SHALL ENSURE THAT ALL PERMITS FOR CONSTRUCTION ARE OBTAINED PRIOR TO STARTING WORK. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE, CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 12. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR 40 THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THESE PLANS. 13. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 14. ALL WETLAND AREAS AS WELL AS VEGETATED OPEN WATER AREAS SHALL BE PLACED IN A DRAINAGE EASEMENT AS PER 704.06 F.S. AND RECORDED IN THE PUBLIC RECORDS OF THE CITY OF FORD FLORIDA SEE PLAT MAP FOR ADDITIONAL DETAIL 111 �ZN 15. THE MINIMUM FINISH FLOOR ELEVATION SHALL BE 44.00 NVGD, 12" ABOVE THE 100YR FLOOD ELEVATION. THE MINIMUM ROADWAY BOTTOM OF BASE ELEVATION SHALL BE 40.5 NVGD, 12" ABOVE THE SEASONAL HIGH GROUND WATER ELEVATION. I I - 16. MUCK OR MATERIALS UNSUITABLE FOR ROADWAY BASE DISCOVERED DURING EXCAVATION LEGEND SIDEWALK AREA AC. PROPERTY LINE POOL DECK AREA AC_ RIGHT-OF-WAY LINE - - - - - - ROADWAY CENTERLINE 1 21-09 6.24 4.85 PROPOSED LOT LINE a 16 EASEMENT LINE 1-91 5' CONTOUR LINE 65.10 I' CONTOUR LINE 0.34 NO PHASE LINE 0.20 STORM DRAIN 13.35 I ROOM DRAINAGE DIVIDE --- - - - - - -: L-: -i- " NORMAL HIGH WATER LEVEL -X-X-X-X- CHAIN LINK FENCE - E - E- E - OVERHEAD POWER - -WJL - - - - - - - - WJL - - WETLANDS JURISDICTION LINE ---I OOYR OOYR t 00YR-- 1 OOYR FLOOD ELEV. LIMITS LINE DRAINAGE FLOW ARROW Q) SOIL BORING LOCATION LLJ STOP SIGN WITH 24" Cf) ro THERMOPLASTIC STOP BAR + STREET NAME SIGN v) A SLOPE INDICATOR 0 10, UTILITY POLE 0 Q) FIRE HYDRANT ASSEMBLY CO 1`13 6" SANITARY SEWER SERVICE/C.O. 4" FIRE RISER SERVICE c) 1-1/2- POTABLE WATER SERVICE SUMA4'4RY OF GREYSTONE TOWNHOUSES VS. SEMINOLE TRACEAPTS. SEMINOLE TRACEAPAIRTMENTS BASIN BASIN ' PVMTICURB TOTAL BLDG. I.D. AREA AC AREA.AC. AREA AC. SIDEWALK AREA AC. TENNIS CT AREA AC_ POOL DECK AREA AC_ POND SURFACE AREA AC. TOTAL AREA AC. % IMPERVIOUS 1 21-09 6.24 4.85 0.38 a 16 0.19 1-91 13-73 65.10 2 24.15 6.86 4.28 0.34 a 16 0.20 1.51 13.35 55.28 SHALL BE REMOVED. ALL FILL SHALL BE COMPACTEDTO 95% MAX. DRY DENSITY(AASHTO T-180) t M 17 �TA�� AND STRIPING SHALL 017 COORDINATED WITH THE CITY GREYSTONE TOWNHOUSES SIGNAGE] g Nit, 18. PRIOR TO BEGINNING NEW PHASE CONSTRUCTION, THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AT ALL DOWN STREAM INLETS AND SWALES, IN ADDITION TO THE EROSION CONTROL MEASURES AS SHOWN 19. HANDRAILS OR FENCING SHALL BE INSTALLED ON ALL RETAINING WALLS OR VERTICAL DROPS BASIN BASIN I.D. AREA AC PVMTICURB TOTAL BLDG AREA.AC. AREA AC. SIDEWALK AREA AC. TENNIS CT AREA AC. POOL DECK AREA AC. POND SURFACE AREA AC. TOTAL % AREA AC. IMPERVIOUS 1 21.09 2.31 777 1.38 0.00 0,24 1.95 13.65 64.72 2 24.15 3.44 5.99 1.06 0.00 0.00 1.75 12.24 50.68 WHICH HAVE A "KAUt DIFFERENCE Or MORE THAN 3 FEET. DERBY PARK ---------- --------------------- ------------- FCC-- - ­) I 10' FPL EA SEMEN T E - FOC L 7- L _T 7 FI T J7' • _r5 �op x IN. r L A* j as L! faA W=4 IV FT FF=4 7 00 1, r4 FYPI IP N TY P_E_ "I VI PE V1 y P B PVC WY144�L ;,14 J > r^ s7 r. V f rrT�1, 'I, r TYP _Jzv 5708pp -40 J T --------------- ---- ------ ro 0" 7?Wy L a i 70 J TY�P F V1 T ­PE I i•k\ FF7 t1_1 FF=, 5.10 01 TOE SLOPE Q .90 G) roe t4 _J Z/ N S#AE N 81 _J Cid dd CL 0 Iti REVIEWED VETLAND 0-3 CD co IN, 33' UNITS,/ (I, _ � WETLAND Sanford Fire ov I ev iv. -7) PHA Dote: Cf) Ware for potable water, sanitary sewer, paving & drainage systems for Phase I only 80 3 cn t!LJ W Record drawings Lots 1-188. The as-builts for this phase contain information fumished by others who assured its correctness and accuracy. The drawings have been reviewed by me and found to be adequate and consistent with permit and the approved drawings and specifications. Any odilstments and minor deviations, which are depicted, were made with prior approvals and cre ;edged by me not to alter the main intent of the design, the safety or integrity of the constructed work and will not prevent the project from functioning in accordance with the rule requ Certified N( 41 DRAWN BY: NBHIJA 0 APPROVED BY: NEAL B. 111LER, P. E, JOB NUMBER: FILENAME: GREYSTONE DATE: 01 15 03 Date Rev. 7-22-04 SHEET SCALE: 3- 1, = 50' C14 Cl - OE co t= C __J Zt :Z, Ls - o t7 J�j E DRAWN BY: NBHIJA 0 APPROVED BY: NEAL B. 111LER, P. E, JOB NUMBER: FILENAME: GREYSTONE DATE: 01 15 03 Date Rev. 7-22-04 SHEET SCALE: 3- 1, = 50' C14 OE co t= C 0 Ls - o t7 J�j E a - Cf) Q) LLJ In C:) Cf) 00 CV (D v) 0 O O EL P-4 Q) C; M: CO 1`13 to C) DRAWN BY: NBHIJA 0 APPROVED BY: NEAL B. 111LER, P. E, JOB NUMBER: FILENAME: GREYSTONE DATE: 01 15 03 Date Rev. 7-22-04 SHEET SCALE: 3- 1, = 50' C 0 Cf) LLJ Cf) LIJ v) 0 P-4 In c) LLJ F__ 0 E --q M: z cr) DRAWN BY: NBHIJA 0 APPROVED BY: NEAL B. 111LER, P. E, JOB NUMBER: FILENAME: GREYSTONE DATE: 01 15 03 Date Rev. 7-22-04 SHEET SCALE: 3- 1, = 50'