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Home My Public Portal AboutROSEWOOD AVE_6 2OF3.pdfi \�1 � LOT 12A � PRB 26 P 70001 — _4�- `14 Off. 6lb 0�v IMP 3.6 , / / +pyo 5/81v a N 29x16,41ps0 k� +`01 46.2 . BENCHMARK --J NAIL IN 14" PALM ELEV 7.60 NAVD 1988 CITY OF TYBEE PUMP STATION SAN M/H--' TOP EL 7.65 ACCORDING TO THE THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 11. IE -2.45 THIS SURVEY WAS PREPARED IN CONFORMITY WITH THE TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEROGIA AS SET FORTH IN CHAPTER 180--7 OF THE RULES OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS ANS SET FORTH IN THE GEORGIA PLAT ACT O.C.G.A. 15-8-67. AUTHORITY O.C.G.A. SECS. 15-6-67, 43-15-4, 43-15--6, 43-15-19, 43-15-22. EQUIPMENT: TOPCON AP-L1A ERROR OF CLOSURE: LINEAR: 1/-- ,ORGjq ANG: -"/ANGLE �015TER�, BALANCED BY: - J. WHITLEY REYNOLDS * �' d * PLAT: 1/58,000 LAND SURVEYOR NO, 2 A 0 10 636 STE SUITE OC AVENUE �� o�'o SCALE; 1 to SAVANNAH, GEORGIA 31405 U �',"� DATE: JUNE 18, 2015 SURVEY TELEPHONE: 912-352--0464 THEY DATE: JUNE 23, 2015 PLAT FAX: 912--352--7787 FILE No. 15-62A G m ° I,o ° y i +10I 00 +6O I +0 004 { �d LOT 12B PRB 26 P 70 o' i ati2 rob �Q0 SAN. SEWER t + +`O� I 6 1 +�� 6 W ti p 1 'u IPF o + in ( 6 ti o BSL _ -----...--- — — — — o —' po �0ti p P +lb6 p 0110 O o�� 0 + o0 �9 � �� o ON � 0� o a o 4� 4 0 pq + .110 � 4 � 4 4ti� O. A=154.12' R=1(36.90' ........._--- --.........----- '0 oti + ._.._------- .www..�w��ww ��wwww•�r.w �,ww. ��wb w.�wwmft ........ �r am '��w'w� + y CH=N 44°45'48"W ti °154.06' a s SOLOMON AVENUE R jW VARIES hp REVISED DECEMBER 22, 2015 TO SHOW ELEVATIONS AND TREES 10 0 10 20 30 GRAPHIC SCALE — FEET 0�. 9 LOT A, BLOCK 12 SMB 18-S 13 WATER LINE AND SEWER LINE LOCATIONS PROVIDED BY THE CITY OF TYBEE ISLAND. SAN. M/H TOP ELEV 5.65 IE 0.06 TOPOGRAPHIC AND TREE SURVEY OF LOT 12B, BLOCK 12, FORT SCREVEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: BART ROWLEY VICINITY MAP (NTS) ROWLEY RESIDENCE (� ROSEWOOD AVE CITY OF TYBEE ISLAND CHATHAM COUNTY, GA PREPARED FORS BART J ROWLEY III FEBRUARY 20, 2016 engineering p P FE5SION L >- u, 2/20/201 to D F PROJECT INFORMATION: Total Project Area: 0.297 acres Total Area To Be Disturbed: 0.165 Proposed Building Area: 1805 SF Proposed Building Area Percentage: Current Zoning District: R--1 Single Proposed Land Use: R--1 PIN: 4—DO03-09-033 Food Zine: AE 11 acres 14% Family Residential) Datum: GA STATE PLANE E NAD 83, ELEV NAVD 88 Soil Type: CuC (Chipley Urban Complex) Contact Person: Ashley D. Mosley, PE (912) 354--7114 INDEX OF DRAWINGS SHEET NUMBER DESCRIPTION -- COVER SHEET C01 EXISTING TOPO PLAN CO2 CO3 C04 DRAINAGE PLAN S&E CONTROL PLAN S&E CONTROL DETAILS PROJECT INFORMATION: Total Project Area: 0.297 acres Total Area To Be Disturbed: 0.165 Proposed Building Area: 1805 SF Proposed Building Area Percentage: Current Zoning District: R--1 Single Proposed Land Use: R--1 PIN: 4—DO03-09-033 Food Zine: AE 11 acres 14% Family Residential) Datum: GA STATE PLANE E NAD 83, ELEV NAVD 88 Soil Type: CuC (Chipley Urban Complex) Contact Person: Ashley D. Mosley, PE (912) 354--7114 Jia CONC. WRAPPED FABRIC CURB INLET FILTER Sd2_P NOT 70 SCALE 11c, P% CURBING CONSTRUCTION EXIT CO NOT TO SCALE OWNER/DEVELOPER: BART ROWLEY III 24—HOUR CONTACT: JEFF CRAMER: (912) 786-7945 CONSTRUCTION TIME: 6-8 MONTHS DISTURBED LAND: ,...i ! .165 acres `J P "I certify that the permitt+ee's ES&PC plan provides for an appropriate and comprehensive system of BMPs requiredby the GWQCA and the "Manual For Erosion and Sediment Control in Georgia", provides for the sampling of the recdving water(s) or the sampling of the storm water outfalls and that the designed systm of BMPs & sampling meet the requirements contained in the general NPDES Permit lo. GAR 100002 " "1 certify under penalty of low that this ES&PC plan was prepared after a visit to the site by myself or one of my employees under my direct supervision." Ashley yy D. Mosley, P.E. GSWCC Certification No. 60013 6' MAX. Q.G. NOTE: USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS POSTS TO BE DRIVEN—IPJ, NOT EXCAVATED FRONT VIEW SILT FENCE -- TYPE B Sd1—B NOT TO SCALE NS �s2 TEMPORARY SEEDING SIDE VIEW LIME AND FERTILIZER AGRICULTURAL LIME IS REQUIRED UNLESS SOIL TESTS INDICATE OTHERWISE, APPLY AGRICULTURAL LIME AT A RATE OF ONE TON PER ACRE. GRADED AREAS REQUIRE LIME APPLICATION. SOILS CAN SE TESTED TO DETERMINE IF FERTILIZER IS NEEDED. ON REASONABLY FERTILE SOILS OR SOIL MATERIAL, FERTILIZER IS NOT REQUIRED. FOR SOILS WITH JERY LOW FERTILITY, 500 TO 700 POUNDS OF 10-10-10 FERTILIZER OR THE EQUIVALENT PER ACRE (12-16 LBS./1,000 SF) SHALL BE APPLIED. FERTILIZER SHOULD BE APPLIED BEFORE LAND PREPARATION AND INCORPORATED WITH A DISK, RIPPER OR CHISEL. MULCHING TEMPORARY VEGETATION CAN, IN MOST CASES, BE ESTABLISHED WITHOUT THE USE OF MULCH. MULCH WITHOUT SEEDING SHOULD BE CONSIDERED FOR SHORT TERM PROTECTION. �s3 PERMANENT SEEDING LIME AND- FERTILIZE, AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TWO ,TONS PER ACRE UNLESS SOIL TEST INDICATES OTHERWISE. GRADED AREAS REQUIRE LIME APPLICATION. AGRICULTURAL LIME SPREAD BY HYDRAULIC ;EEDING EQUIPMENT SHALL BE FINELY GROUND LIMESTONE. INITIAL FERTILIZATION, NITROGEN, TOPDRESSING, AND MAINTENANCE FERTkIZER REQUIREMENTS FOR EACH SPECIES OR COMBINATION OF SPECIES ARE LISTED IN TABLE 6-5.1. MULCHING MULCH IS REQUIRED FOR ALL PERMANENT VEGETATION APPLICATIONS. "MULCH APPLIED TO SEEDED AREAS SHALL ACHIEVE 75% SOIL COVER. SELECT THE MULCHING MATERIAL FROM THE FOLLOWING: Ds4- SODDING LIME AND FERTILIZER AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TWO TONS PER ACRE UNLESS SOIL TEST INDICATES OTHERWISE. TYPE OF MULCH APPLICATION RATE DRY STRAW 2 TONS/ACRE DRY HAY 2 1/2 TONS/ACRE WOOD CELLULOSE MULCH OR WOOD PULP FIBER 500 LBS/ACRE WOOD CELLULOSE OR WOOD PULP FIBER FOR SLOPES 3Z4:1 OR STEEPER 1,000 LBS/ACRE SERI EA LESPEDEZA HAY 3 TONS/ACRE PINE STRAW OR PINE BARK 3 INCHES THICK MULUH 1U tit Ar'VL.ILU FLK __MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA", FIFTH EDITION. TASKS MONTHS 1 2 3 4 Y 5 6 7 8 INSTALL EROSION CONTROL UTILITY CONSTRUCTION TEMPORARY VEGETATION PERMANENT VEGETATION REMOVE TEMPORARY MEASURES PROJECT DESCRIPTION: Project is 0.30 acres occuring in a residential area, and includes the construction of a single family unit in the R1 distinct of Tybee Island. When possible, existing, drainage facilities are utilized and drainage flow paths generally follow the existing topography. EROSION CONTROL NOTES: 1. DISTURBED AREAS SHALL BE STABILIZED BY GRASSING AND MULCHING. 2. EROSION CONTROL MEASURES SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. ADDITIONAL EROSION CONTROL MEASURES SHALL BE EMPLOYED BY THE CONTRACTOR WHERE DETERMINED NECESSARY BY LOCAL AUTHORITIES OR THE ENGINEER BASED UPON ACTUAL SITE CONDITIONS. 3. EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE DRAWINGS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE DRAINAGE PATTERNS SHOWN ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. 4. PROVISIONS TO PREVENT EROSION OF SOIL FROM SITE SHALL BE, AS MINIMUM, IN CONFORMANCE WITH THE LATEST REVISION OF THE "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA." 5. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED. 6. IF FINES OR PENALTIES ARE LEVIED AGAINST THE PROPERTY OR THE PROPERTY OWNER BECAUSE OF A LACK OF EROSION OR SEDIMENTATION CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF SUCH FINES OR PENALTIES, OR THE COST OF SUCH FINES OR PENALTIES SHALL BE DEDUCTED FROM THE CONTRACT AMOUNT. 7. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED IMMEDIATELY. 8. PRIOR TO COMMENCING LAND DISTURBING ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. NO DISTURBANCE ACTIVITY SHALL OCCUR OUTSIDE THE LIMITS INDICATED ON THE DRAWINGS. 9. CONSTRUCTION OF THE SITE WILL BEGIN WITH INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL MEASURES WILL BE MAINTAINED UNTIL ALL UPSTREAM DISTURBED GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS/PARKING HAVE BEEN PAVED. 10. CONTRACTOR SHALL INSPECT AND REPAIR EROSION CONTROL MEASURES AT LEAST WEEKLY AND PRIOR TO EACH ANTICIPATED RAINFALL. 11. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT FROM SEDIMENT BARRIERS AND CHECK DAMS WHICH BECOME SILTED ABOVE ONE-HALF OF THEIR ORIGINAL HEIGHT. 12. ALL AREAS TO BE PAVED SHALL BE STABILIZED WITH BASE MATERIAL AS SOON AS PRACTICAL. TEMPORARY OR PERMANENT VEGETATIVE STABILIZATION SHALL BE PROVIDED IMMEDIATELY AFTER REACHING FINAL GRADE FOR ALL AREAS NOT TO BE PAVED. 13. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WATERSHED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIENCES AND PERMITS. 14. TEMPORARY MULCHING SHALL BE PROVIDED TO ' DISTURBED AREAS NOT TO RECEIVE PERMANENT STABILIZATION WITHIN 14 DAYS OF COMPLETION OF CONSTRUCTION IN 15. WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE, THE CONTRACTOR SHALL NOT DEPOSIT ANY BUILDING OR OTTER EXCAVATION SPOIL DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC. IN THE DRAINAGE COURSE OR ASSOCIATED FLOODPLAIN. 15. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING .ACTIVITIES. 17. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 18. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY SECTION 404 PERMIT. THERE EXISTS NO STATE WATERS WITH 200' OF PROJECT. 19. PLAN DESIGNER HAS VISITED THE PROJECT SITE PRIOR TO THE DESIGN OF THE E&SC PLANS AND PLAN DESIGNER WILL VISIT PROJECT SITE TO INSPECT BMP'S WITHIN 7 DAYS AFTER INITIAL CONSTRUCTION BEGINS (FOR PROJECTS GREATER THAN ONE ACRE). 20. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 21. THE ENTIRE PROJECT CONSISTS OF THE DEVELOPMENT OF 1 SINGLE FAMILY LOT. ALL CONSTRUCTION ACTIVITIES AND EROSION CONTROL MEASURES SHALL BE CONDUCTED WITHIN LIMITS OF DESIGNATED AREAS. 22. DOUBLE WALLED, TYPE C SILT FEN',E SHALL BE USED 100' WITHIN DESIGNATED WETLANDS. 23. THE ATLANTIC OCEAN IS IDENTIFIES AS A POSSIBLE RECIEVING WATER ON THIS PROJECT. CONTRACTOR SHALL MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES TO ENSURE THAT THERE ARE NO IMPACTS TO THIS BODY OR ADJACENT AREAS WHICH MAY BE AFFECTED BY STORM WATER RUNOFF. 24. DISTURBED AREA WILL BE RESTRICTED TO 5' EITHER SIDE OF NEW CONSTRUCTION. 25. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. 26. THIS ES&PC PLAN IS IN COMPLIANCE WITH WASTE DISPOSAL, SANITARY SEWER, AND SEPTIC TANK REGULATIONS. 27. ALL STORMWATER SAMPLES TAKEN SHALL BE GRAB SAMPLES AND THE ANALYSIS OF THESE SAMPLES MUST BE CONDUCTED IN ACCORDANCE WRATH 40 CFR, PART 136. UTILITIES PROTECTION CENTER DAI L 811 W V_ 11-1 N 10 M iz� �QRG > P ' FESSIo' L >. Ur) 2/20/209 ki Q JOB NO.; M1 %D [3EV1ACHWOOP CT (3E _ INDEX FLEETWOOD CT o SHEET NUMBER DESCRIPTION COVER SHEET SITE C01 EXISTING TOPO PLAN CO2 DRAINAGE PLAN VICINITY MAP (NTS) ROWLEY RESIDENCE Aim u CITY OF TYBEE ISLAND CHATHAM -COUNTY, GA PREPAR�ED FOR: FEBRUARY 20, 2016 • e n g 1 n e e 3 > P aFESSION L >- 2/20/2011 D ring PROJE/C'.'T INFORMATION: Total Project Area: 0.297 acres Total Area To Be Disturbed: 0.165 acres Proposed Building Area: 1805 SF Propos,ed Building Area Percentage: 14% Current Zoning District: R-1 Single Family Residential) Proposed Land Use: R-1 PIN: 4-0003-09-033 Flood Zone: AE 11 Datum: GA STATE PLANE E NAD 83, ELEV NAVD 88 Soil Type: CuC (Chipley Urban Complex) Contact Person: Ashley D. Mosley, PE (912) 354-7114 INDEX OF DRAWINGS SHEET NUMBER DESCRIPTION COVER SHEET C01 EXISTING TOPO PLAN CO2 DRAINAGE PLAN CO3 S&E CONTROL PLAN C04 S&E CONTROL DETAILS PROJE/C'.'T INFORMATION: Total Project Area: 0.297 acres Total Area To Be Disturbed: 0.165 acres Proposed Building Area: 1805 SF Propos,ed Building Area Percentage: 14% Current Zoning District: R-1 Single Family Residential) Proposed Land Use: R-1 PIN: 4-0003-09-033 Flood Zone: AE 11 Datum: GA STATE PLANE E NAD 83, ELEV NAVD 88 Soil Type: CuC (Chipley Urban Complex) Contact Person: Ashley D. Mosley, PE (912) 354-7114 NATIVE PLANTS PER LANDSCAPE ARCHITECT/DESICER 2H:lV SIDE SLOPES MAX, TYR. WIDTH VARIES 4-6" FREEBOARD DEPTH 6-12" TYR OPENINGS TO BE %" TO Y4" AND SHALL MAKE UP 8% TO 20% OF TOTAL AREA 2" OF NO. 89 STONE BEDDING COURSE 3" OF NO. 57 STONE OPEN GRADED BASE GEOTEXTILE FABRIC LOT 12A PRB 26 P 70 +11 A +1 9" �&F .4- "o 5/8- RBF A% S 42-17'42"E 142.78' 0 IT wam= � IT T3x-=—'--R---ter 5 RBF 60— — ._— — — — — — — — — — — — — — — �725 SF V 10' SSL -4— LIMITS OF SWALE I 411, .+ -- Nlb DISTURBANCE 00 BENCHMARK TE SLAB 1805 S.F- NAIL IN 14" PALM GROUND LEVEL ISHED FLOOR 8.6 32. 5' ELEV 7.60 NAVD 1988 LIMITS OF--' Ak 1.5 FINISHED FLOO 8.9 DISTURBANCE FIRST LEVEL CITY OF TYBEE PG PUMP STATION 56 SAM. SEWER r— J.0 SET BOTTOM TO ELEVATIONS I I SHOWN ON PLANS FIRST LEVEL DECK/PORCH -Ll -------- 0 --- --- PRopdSED IE -2.45 p G -------- LL -------- 0 -------- ------- TYPICAL SWALE DETAIL SAN MSH 6.1 GRADEI /- PG 6 TOP EL 7.65 -�.44 IPF SCALE: NTS -7 rC' , - I I --- — — -- — PG 6.5 -T — — — — — — — — — — — — — — — — _1 ate + ON:, — — -- z.1'501 +0�O Ob TRAFFIC RATED PERVIOUS PAVERS fA- MIN. 3-1/8" THICK WITH TYR. NO. "Y" 89 STONE IN OPENINGS ca I 1�1 x ! -1 5/ "154 co . . .................. EDGE PAVERS 4:1 10 ------ — — ------ — EXISTING SOIL A=154.12' R=1 CH=N 44°45'48"W 154.06' fA CONCRETE EDGE RESTRAINT MORTAR POURED ONSITE 5" MIN DEPTH SOLOMON AVENUE R/W VARIES NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE CITY OF TYBEE DEVELOPMENT GUIDELINES, TECHNICAL SPECIFICATIONS AND STANDARD DETAILS. 2. BASE COMPACTION UNDER CURB TO BE 98% (ASTM D698). 3. CONTRACTION JOINTS TO BE SAW CUT NO LATER THAN 24 HOURS AFTER THE POUR. PERMUS PAVER DETAIL SCALE: NTS dig 'OT A, BLOCK 12 SMB 18-S 13 I 'i'p SHMNUMBM CO2 t