Cherokee County Government Capital Program Management 130 East Main Street Suite 106 Canton, GA Fax

Transcription

1 Cherokee County Government Capital Program Management East Main Street Suite 6 Canton, Fax March 4, 26 RE: Project 629 East Cherokee Drive at Dean Rusk Middle School Description of work: ADDENDUM NO 2 To address a conflict between the proposed pipe from Structure A-7 to Structure A-8 and Cherokee County Water and Sewerage Authority s existing water line by raising the invert of both Structures The revisions are summarized on Dwg No - Location: Structure A-7: Station +8, 47 rt Structure A-8: Station +8, 47, lt Revision of Pay Items: Please note that pay item 668-, Catch Basin, GP, Additional depth was reduced from 7 to 4 Item Number Item Description Units Quantity 668- Catch Basin, GP, Addl Depth 4 Attachments: Appendix G: Schedule of Items revised Plan Sheets,, 7,, 2 and 22 dated --26 East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page of

2 PENDIX G Solicitation #RFB 26-4 SCHEDULE OF ITEMS including Addenda # and #2 East Cherokee Drive at Dean Rusk Middle School Section ROADWAY Item Number Item Description Units Quantity 5- TRAFFIC CONTROL - LS 2- GRADING COMPLETE - LS -58 GR AGGR BASE CRS, 8 INCH, INCL 78 MATL -52 GR AGGR BASE CRS, 2 INCH, 2272 INCL MATL 42- RECYCLED ASPH CONC 95 MM TN 5 SUPERPAVE, TYPE II, GP 2 ONLY, INCL 42- RECYCLED ASPH CONC 25 MM TN SUPERPAVE, GP 2 ONLY, INCL 42-9 RECYCLED ASPH CONC 9 MM TN 499 SUPERPAVE, GP OR 2,INCL 42- RECYCLED ASPH CONC 25 MM TN 28 SUPERPAVE, GP OR 2, INCL RECYCLED ASPH CONC TN 42 LEVELING, INCL BITUM MATL & H LIME 4- BITUM TACK COAT GL MI ASPH CONC PVMT, /2 IN 7529 DEPTH 44-8 DRIVEWAY CONCRETE, 8 IN TK CONC SIDEWALK, 4 IN CONCRETE MEDIAN, 6 IN CONC VAEY GUTTER, 8 IN CONC CURB & GUTTER, 8 IN X IN, TP CONC CURB & GUTTER, 8 IN X 59 IN, TP CONCRETE HDER CURB, 8 IN, 29 TP 446- PVMT REINF FABRIC STRIPS, TP 2, 8 8 INCH WIDTH Unit Price Amount Initials ( ) East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page 2 of

3 East Cherokee Drive at Dean Rusk Middle School Section ROADWAY (cont d) Item Number Item Description Units Quantity 5- CLASS B CONCRETE, RETAINING CY 22 WA CLASS B CONC, BASE OR PVMT CY 94 WIDENING LV STEEL PIPE HANDRAIL, 2 65 IN, ROUND 55-8 STORM DRAIN PIPE, 8 IN, H STORM DRAIN PIPE, 24 IN, H STORM DRAIN PIPE, IN, H STORM DRAIN PIPE, 6 IN, H FLARED END SECTION 8 IN, 2 STORM DRAIN FLARED END SECTION 6 IN, STORM DRAIN UNDDR PIPE INCL DRAINAGE AGGR, 6 IN 668- CATCH BASIN, GP CATCH BASIN, GP, ADDL DEPTH DROP INLET, GP STORM SEWER MANHOLE, TP STORM SEWER MANHOLE, TP, 5 ADDL DEPTH, CL 2 6- RECONSTR STORM SEW 4 MANHOLE, TYPE 6- RECONSTR CATCH BASIN, GROUP 6-28 STN DUMPED RIP R, TP, 8 IN PLASTIC FILTER FABRIC RIGHT OF WAY MARKERS DETECTABLE WARNING SF 2 SURFACE Unit Price Amount Section EROSION CONTROL - PERMANENT 7-69 PERMANENT GRASSING AC 7-7 AGRICULTURAL LIME TN 7-8 FERTILIZER MIXED GRADE TN 7-8 FERTILIZER NITROGEN CONTENT LB SOD 7 Initials ( ) East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page of

4 East Cherokee Drive at Dean Rusk Middle School Section EROSION CONTROL - TEMPORARY Item Unit Item Description Units Quantity Number Price 6-2 TEMPORARY GRASSING AC 6-24 MULCH TN CONSTRUCTION EXIT CONSTRUCT AND REMOVE INLET 5 SEDIMENT TR 65- MAINTENANCE OF TEMPORARY 2 SILT FENCE, TP C 65- MAINTENANCE OF 2 CONSTRUCTION EXIT 65-5 MAINTENANCE OF INLET 5 SEDIMENT TR CONSTRUCT AND REMOVE RIP 6 R CHECK DAMS, STONE PLAIN RIP R/SAND BAGS CONSTRUCT AND REMOVE STONE FILTER RING 65-4 MAINTENANCE OF CHECK DAMS 6 - A TYPES 65- MAINTENANCE OF STONE FILTER RING 67- WATER QUALITY MONITORING 6 AND SAMPLING 67-5 WATER QUALITY INSPECTIONS MO 9 7- TEMPORARY SILT FENCE, TYPE C EROSION CONTROL MATS, 5 SLOPES Amount Section SIGNING AND MARKING 6-9 REM SIGN, STA 8+5 LS RESET SIGN, STA 8+5 LS 66- HIGHWAY SIGNS, TP MATL, SF 85 REFL SHEETING, TP HIGHWAY SIGNS, TP MATL, SF 5 REFL SHEETING, TP LV STEEL POSTS, TP TRTED TIMBER POLE, CL 5, 5 FT 69-6 GUY AND ANCHOR ASSEMBLY SIGNAL ASSEMBLY, FLASHING SCHOOL, COMPLETE REMOVE SIGNAL ASSEMBLY, FLASHING SCHOOL Initials ( ) East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page 4 of

5 East Cherokee Drive at Dean Rusk Middle School Section SIGNING & MARKING (cont d) Item Number Item Description Units Quantity 65-2 THERMOPLASTIC PVMT 8 MARKING, ARROW, TP THERMOPLASTIC PVMT MARKING, ARROW, TP 65-5 THERMOPLASTIC SOLID TRAF 76 STRIPE, 5 IN, WHITE THERMOPLASTIC SOLID TRAF 7 STRIPE, 5 IN, YEOW THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE THERMOPLASTIC SOLID TRAF 52 STRIPE, 8 IN, WHITE 65-5 THERMOPLASTIC SKIP TRAF G 72 STRIPE, 5 IN, WHITE THERMOPLASTIC TRAF STRIPING, 9 WHITE THERMOPLASTIC TRAF STRIPING, 65 YEOW 654- RAISED PVMT MARKERS TP RAISED PVMT MARKERS TP CONDUIT, RIGID, IN 6 Unit Price Amount SUB BID AMOUNT Addendum # Sidewalk Extension Fairway Crossing Drive - Bradshaw Farms Item Unit Item Description Units Quantity Number Price Amount 5- Traffic Control LS 44-4 Sidewalk Wheel Chair Ramp D Sod 4 Addendum # BID AMOUNT GRAND BID AMOUNT Company Name: Printed Name: Signature: Date: East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page 5 of

6 2/8/26 Jversion gplotborder-v8i-potbl M:\Cherokee Co\524 East Cherokee Dr at Dean Rusk Middle School Replacement\4DRAWINGS\DGNs\524_-dgn GRWCOV OJECT NUMBER 524 SHEET NO SHEETS 7 PLAN AND OFILE OF OPOSED ST CHEROKEE DRIVE AT DN RUSK MIDDLE SCHOOL REPLACEMENT OJECT NO: 524 OJECT LOCATION LOCATION SKETCH NOTE : A REFERENCES IN THIS DOCUMENT, WHICH INCLUDES A PERS, WRITINGS, SPEED DESIGN: DOCUMENTS, DRAWINGS, OR PHOTOGRHS USED, OR TO BE USED IN CONNECTION 5 MPH WITH THIS DOCUMENT, TO " HIGHWAY DEPARTMENT OF GEORGIA ", " HIGHWAY DEPARTMENT ", GEORGIA HIGHWAY DEPARTMENT ", " HIGHWAY DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MNS THE MINOR ARTERIAL HIGHWAY DEPARTMENT OF GEORGIA, AND SHA BE DEEMED TO MN 54 FUNCTIONAL CLASS: + THIS OJECT HAS BEEN EPARED COORDINATE STEM OF 984 (NAD 98)/94 WEST ZONE, AND THE NORTH END OJECT STA 22+ N E R ED E K O R E H TC S A E OF 988 END CONSTRUCTION STA N E AMERICAN VERTICAL DATUM (NAVD) D YR R O K C I H N O I T C U R T S N O NC I G E B A T S N E2 USING THE HORIZONTAL GEORGIA 5+ DESIGNED IN ENGLISH UNITS 5+ OJECT DESIGNATION: EXEMPT + % IN CONG DIST NO 2+ 6 AND IS 25+ THIS OJECT IS % IN THE 6 * MID-POINT COORDINATES STA +5 GRAVE SITES * GRAVE SITES N CONC AON GRAVEL E DESIGN DATA: 4 ESA - 25 FOOT STRM BUFFER ,42 ST CHEROKEE DR: 4 26 AM/PM BEGIN OJECT STA + N E R P TRAFFIC DHV: 22,7 9,49 26 ST CHEROKEE DR 26 TRAFFIC ADT: EPARED BY: DIRECTIONAL DIST: 5/5 DESIGN 24 HRTRUCKS %: 2% % SINGLE UNIT TRUCKS: 6% PLANS COMPLETED % COMB UNIT TRUCKS: 6% SPEED DESIGN: 5 MPH (ST CHEROKEE DR) COUNTY No 57 Architects - Engineers - Planners LENGTH OF OJECT REVISIONS //26 - SHEETS,7,,2 & 22 5 Parkway Lane CHEROKEE Suite 6 Norcross, Ga 92 MILES Phone THE DATA, TOGETHER WITH A OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY NET LENGTH OF ROADWAY 98 INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON NET LENGTH OF BRIDGES Web wwwpondcocom FIELD INVESTITIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS HOWEVER, NET LENGTH OF OJECT 98 NET LENGTH OF EXCEPTIONS GROSS LENGTH OF OJECT 98 THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE OR IN ANY WAY THE ATTENTION OF BIDDER IS SPECIFICAY DIRECTED TO SUBSECTIONS 24, 25, AND 4 OF THE SPECIFICATIONS SCALE IN FEET CONCOV //27 East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page 6 of

7 //26 2:5:22 PM GPLOT-V8 M:\Cherokee Co\524 East Cherokee Dr at Dean Rusk Middle School Replacement\4DRAWINGS\DGNs\524_-dgn OJECT NUMBER SHEET NO SHEETS gplotborder-v8i-potbl DATE SHEET NO REVISION DATE SHEET NO REVISION //26 7 REMOVED ADDITIONAL DEPTH FROM STRUCTURE A-8 AND UPDATED QUANTITY //26 //26 // CHANGED PAY ITEM 668- QUANTITY FROM 7 FT TO 4 FT ADDED NEW PIPE INVERT TO STRUCTURE A-7 AND REVISED LABEL REVISED STRUCTURE HEIGHT FOR A-8 AND REVISED DRAINAGE OFILE FOR A-8 TO A-7; ADDED NEW PIPE INVERT TO STRUCTURE A-7 AND REVISED LABEL Architects-Engineers-Planners 5 Parkway Lane REVISION DATES //26 OFFICE: REVISION SUMMARY 2/4/22 GPLN MIDDLE SCHOOL REPLACEMENT Suite 6 Norcross, Ga 92 Phone Web wwwpondcocom ST CHEROKEE DRIVE AT DN RUSK DRAWING No - East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page 7 of

8 //26 2:9:7 PM GPLOT-V8 M:\Cherokee Co\524 East Cherokee Dr at Dean Rusk Middle School Replacement\4DRAWINGS\DGNs\524_6-dgn OJECT NUMBER SHEET NO SHEETS gplotborder-v8i-potbl SUMMARY OF QUANTITIES FOR INFORMATION ONLY ROADWAY QUANTITIES DRIVEWAY QUANTITIES LOCATION GR AGGR BASE CRS, 8 INCH INCL MATL GR AGGR BASE CRS, 2 INCH INCL MATL RECYCLED ASPH CONC PATCHING, INCL RECYCLED ASPH CONC LEVELING, INCL RECYCLED ASPH CONC 95MM SUPERPAVE, GP 2 ONLY, INCL RECYCLED ASPH CONC 25MM SUPERPAVE, GP 2 ONLY, INCL RECYCLED ASPH CONC 9MM SUPERPAVE, GP OR 2, INCL RECYCLED ASPH CONC 25MM SUPERPAVE, GP OR 2, INCL BITUMINOUS TACK COAT MI ASPH CONC PVMT, INCH DEPTH CONC VAEY GUTTER, 8 IN DRIVEWAY CONCRETE, 8 IN TK CONC CURB & GUTTER, 8 IN X 24 IN, TP 2 CONC CURB & GUTTER, 8 IN X IN, TP 2 PVMT REINF FABRIC STRIPS, TP 2, 8 INCH WIDTH DETECTABLE WARNING SURFACE CONC HDER CURB,TP LOCATION GR AGGR BASE CRS, 8 INCH INCL MATL RECYCLED ASPH CONC 95MM SUPERPAVE, GP 2 ONLY, INCL RECYCLED ASPH CONC 9MM SUPERPAVE, GP OR 2, INCL BITUMINOUS TACK COAT DRIVEWAY CONCRETE, 8 IN TK CONC VAEY GUTTER, 8 IN UNIT TN TN TN TN TN TN GL SF TN TN TN GL ST CHEROKEE DR RT 8 2 DRIVEWAYS RT CURB & GUTTER LT RT LT LT RT LT STRUCTURE NUMBER DRAINAGE QUANTITIES FEET STORM FLARED END SECTION, 8" (STORM DRAIN) FLARED END SECTION, 6" (STORM DRAIN) CATCH BASIN STD D 6' " OR LESS ADDL DEPTH CB, MH, DI CATCH BASIN STD 4D 6' " OR LESS ADDL DEPTH MANHOLE, TP 6' " OR LESS STD A ADDL DEPTH DROP INLET STD 9S 6' " OR LESS RECONSTRUCT MANHOLE RECONSTR CATCH BASIN, GROUP STONED DUMPED RIP R TP 8" FILTER FABRIC LIMITS GRADING COMPLETE GRADING COMPLETE SHA INCLUDE THE REMOVAL OF A ITEMS WITHIN THE CONSTRUCTION LIMITS NECESSARY TO CONSTRUCT THE OPOSED ROADWAY GRADING COMPLETE SHA ALSO INCLUDE THE REMOVAL OF ANY ITEMS NOTED ON THE PLANS THAT ARE OUTSIDE OF THE CONSTRUCTION TRAFFIC CONTROL LS 2+9 RT SUB CONCRETE ITEMS A- A- A-2 A- A-4 LOCATION STA 8+475, 79' RT STA 6+25, 47' LT STA 6+25, 47' RT STA 7+5, 495' LT STA 8+5, 467' RT 8" 24" H- H- 226 DRAIN " 6" H- H CONSTRUCTION STAGING, INCLUDING BUT NOT LIMITED TO TEMPORARY PAVEMENT MARKINGS, SIGNS, BARRELS, AND TEMPORARY DRIVEWAYS PAYMENT FOR THESE ITEMS SHA BE INCLUDED IN THE ICE BID FOR TRAFFIC CONTROL - LUMP SUM LS TRAFFIC CONTROL SHA INCLUDE A ITEMS RELATED TO DESCRIPTION UNIT QUANTITY CONC SIDEWALK, 4 IN CONCRETE MEDIAN, 6 IN CLASS B CONCRETE, RETAINING WA CLASS B CONC, BASE OR PVMT WIDENING CY CY A-5 STA 8+58, 466' LT 67 A-6 STA 8+845, 497' RT 5 A-7 STA +8, 47' RT 9 4 A-7A STA +8, 4' RT 4 4 INCLUDING DRAINAGE AGGRETE, 6 IN UNDERDRAIN PIPE A-8 STA +8, 47' LT 65 A-9 STA +5, 47' LT 267 A- STA +5, 47' RT 29 A- EX A- STA 2+955, 47' RT STA 7+89, 85 LT 2 RIGHT OF WAY MARKERS EX A-2 EX A- STA 7+756, 2479 LT STA 8+265, 2569 LT EX A-4 STA 9+265, 286' LT B- STA 9+97, 92 RT 5 B-2 STA 2+25, 52' LT Architects-Engineers-Planners 5 Parkway Lane REVISION DATES //26 OFFICE: SUMMARY QUANTITIES ST CHEROKEE DRIVE AT DN RUSK 2/4/22 GPLN MIDDLE SCHOOL REPLACEMENT Suite 6 Norcross, Ga 92 Phone Web wwwpondcocom DRAWING No 6- East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page 8 of

9 //26 2:9: PM GPLOT-V8 M:\Cherokee Co\524 East Cherokee Dr at Dean Rusk Middle School Replacement\4DRAWINGS\DGNs\524_9-dgn OJECT NUMBER SHEET NO SHEETS gplotborder-v8i-potbl ITEM NO DESCRIPTION UNITS QUANTITY ITEM NO DESCRIPTION UNITS QUANTITY ROADWAY ITEMS EROSION CONTROL-TEMPORARY 5- TRAFFIC CONTROL LS LS 2- GRADING COMPLETE LS LS -58 GR AGGR BASE CRS, 8 INCH, INCL MATL GR AGGR BASE CRS, 2 INCH, INCL MATL RECYCLED ASPH CONC 95 MM SUPERPAVE, TP II, GP 2 ONLY, INCL TN RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 2 ONLY, INCL TN RECYCLED ASPH CONC 9 MM SUPERPAVE, GP OR 2, INCL TN RECYCLED ASPH CONC 25 MM SUPERPAVE, GP OR 2, INCL TN RECYCLED ASPH CONC LEVELING, INCL TN 4 4- BITUM TACK COAT GL MI ASPH CONC PVMT, IN DEPTH DRIVEWAY CONCRETE, 8 IN TK CONCRETE SIDEWALK, 4 IN CONCRETE MEDIAN, 6 IN CONCRETE VAEY GUTTER, 8 IN CONC CURB & GUTTER, 8 IN X 24 IN, TP CONC CURB & GUTTER, 8 IN X IN, TP CONC HDER CURB, 8 IN, TP PVMT REINF FABRIC STRIPS, TP 2, 8 INCH WIDTH 8 5- CLASS B CONCRETE, RETAINING WA CY CLASS B CONC, BASE OR PVMT WIDENING CY LV STEEL PIPE HANDRAIL, 2 IN, ROUND STORM DRAIN PIPE, 8 IN, H STORM DRAIN PIPE, 24 IN, H STORM DRAIN PIPE, IN, H STORM DRAIN PIPE, 6 IN, H FLARED END SECTION 8 IN, STORM DRAIN FLARED END SECTION 6 IN, STORM DRAIN UNDDR PIPE INCL DRAINAGE AGGR, 6 IN 668- CATCH BASIN, GP CATCH BASIN, GP, ADDL DEPTH DROP INLET, GP STORM SEWER MANHOLE, TP STORM SEWER MANHOLE, TP, ADDL DEPTH, CL RECONSTR STORM SEW MANHOLE, TP 4 6- RECONSTR CATCH BASIN, GROUP 6-28 STN DUMPED RIP R, TP, 8 IN PLASTIC FILTER FABRIC RIGHT OF WAY MARKERS 6-2 TEMPORARY GRASSING AC 6-24 MULCH TN CONSTRUCTION EXIT CONSTRUCT AND REMOVE INLET SEDIMENT TR MAINTENANCE OF TEMPORARY SILT FENCE, TP C MAINTENANCE OF CONSTRUCTION EXIT MAINTENANCE OF INLET SEDIMENT TR CONSTRUCT AND REMOVE RIP R CHECK DAMS, STONE PLAIN RIP R/SAND BAGS CONSTRUCT AND REMOVE STONE FILTER RING 65-4 MAINTENANCE OF CHECK DAMS - A TYPES MAINTENANCE OF STONE FILTER RING 67- WATER QUALITY MONITORING AND SAMPLING WATER QUALITY INSPECTIONS MO 9 7- TEMPORARY SILT FENCE, TYPE C EROSION CONTROL MATS, SLOPES 5 SIGNING AND MARKING ITEMS 6-9 REM SIGN, STA LS LS RESET SIGN, STA LS LS 66- HIGHWAY SIGNS, TP, MATL, REFL SHEETING, TP 9 SF HIGHWAY SIGNS, TP, MATL, REFL SHEETING, TP SF LV STEEL POSTS, TP TRTED TIMBER POLE, CL 5, 5 FT 69-6 GUY AND ANCHOR ASSEMBLY SIGNAL ASSEMBLY, FLASHING SCHOOL, COMPLETE REMOVE SIGNAL ASSEMBLY, FLASHING SCHOOL 65-2 THERMOPLASTIC PVMT MARKING, ARROW, TP THERMOPLASTIC PVMT MARKING, ARROW, TP 65-5 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YEOW THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE G THERMOPLASTIC TRAF STRIPING, WHITE THERMOPLASTIC TRAF STRIPING, YEOW RAISED PVMT MARKERS TP RAISED PVMT MARKERS TP CONDUIT, RIGID, IN DETECTABLE WARNING SURFACE SF 2 EROSION CONTROL-PERMANENT 7-69 PERMANENT GRASSING AC 7-7 AGRICULTURAL LIME TN 7-8 FERTILIZER MIXED GRADE TN 7-8 FERTILIZER NITROGEN CONTENT LB SOD 7 CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES Architects-Engineers-Planners 5 Parkway Lane Suite 6 Norcross, Ga 92 Phone REVISION DATES //26 OFFICE: DETAILED ESTIMATE DRAWING No ST CHEROKEE DRIVE AT DN RUSK Web wwwpondcocom 2/4/22 GPLN MIDDLE SCHOOL REPLACEMENT 9- East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page 9 of

10 //26 2:9:9 PM GPLOT-V8 M:\Cherokee Co\524 East Cherokee Dr at Dean Rusk Middle School Replacement\4DRAWINGS\DGNs\524_22-dgn OJECT NUMBER SHEET NO SHEETS gplotborder-v8i-potbl A- STA 6+25, 47' LT STDD TOP=284' INV =28' H = 48' OP GRADE A-2 STA 6+25, 47' RT STDD TOP=284' INV =248' H = 56' EXIST GRADE A-2 EXIST GRADE OP GRADE A-4 STA 8+5, 467' RT STD4D TOP=2497' INV IN=2' INV OUT=997' H = 55' A-6 STA 8+845, 497' RT STDA TOP=25' INV IN(S) =95' INV IN(N) =57' INV IN(W) =92' INV OUT=9' H = 65' (SELSOSHEET22-2) of 8" RCP@5% 2 YR HGL YR HGL of 8" RCP@4% 2 of 24" RCP@59% 4 5 A-6 (SELSO SHEET22-2) OP GRADE A-7 STA +8, 47' RT STDD TOP=288' INV IN=285' INV IN=256' INV IN=957' INV OUT=957' H = 9' (SELSOSHEET22-2) 2 of 8" RCP@ 47% A- STA 2+955, 47' RT ADJUSTEX CATCHBASINTOGRADE STDD TOP=74' INV IN=4' INV OUT=9' H = 94' YR HGL EXIST GRADE A-5 STA 8+58, 466' LT STD4D TOP=2498' INV =265' H = 48' A-4 9 of 8" RCP@2% A- STA 7+5, 495' LT STD 9S-MOD INV = 25' INV OUT = 2' H = 5 FT SEE SHEET EX A- STA 7+89, 85' LT RECONSTRUCTMANHOLE STDA TOP=2565' INV =89' EX A-2 STA 7+756, 2479' LT RECONSTRUCTMANHOLE STDA TOP=25' INV =756' EX A- STA 8+265, 2569' LT RECONSTRUCTMANHOLE STDA TOP=247' INV IN=686' INV OUT=67' 5 25 OP GRADE OF " 57% Exist 6" CMP 2 67 of 8" RCP@5% YR HGL EXIST GRADE 2 5 Exist 6" CMP Exist 6" CMP STEM A Architects-Engineers-Planners 5 Parkway Lane Suite 6 HORIZ "=2' REVISION DATES //26 OFFICE: DRAINAGE OFILES 2/4/22 GPLN Norcross, Ga 92 Phone Web wwwpondcocom VERT "=5' ST CHEROKEE DRIVE AT DN RUSK MIDDLE SCHOOL REPLACEMENT DRAWING No 22- East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page of

11 RGM //26 2:9:2 PM GPLOT-V8 M:\Cherokee Co\524 East Cherokee Dr at Dean Rusk Middle School Replacement\4DRAWINGS\DGNs\524_22-dgn OJECT NUMBER SHEET NO SHEETS gplotborder-v8i-potbl A-8 STA +8, 47' LT STDD TOP=2822' INV IN=289' INV OUT=289' H = 48' OP GRADE EXIST GRADE A-9 STA +5, 47' LT STDD TOP=897' INV =464' H = 48' A-8 YR HGL OP GRADE 65 of 8" RCP@5% A-7 STA +8, 47' RT STDD TOP=288' INV IN=285' INV IN=256' INV IN=957' INV OUT=957' H = 9' (SELSOSHEET22-) EXIST GRADE of 8" RCP@ 4% 2 EXIST 24" WATERLINE INV = 97' YR HGL 2 A- 5 H = 495' A-7A STD9S TOP=2428' INV =98' STA +8, 4' RT STDA TOP=28' INV =96' H = 92' STA +5, 47' RT OP GRADE A-7 (SELSO SHEET22-) 25 EX A-4 STA 9+265, 286' LT RECONSTRUCTMANHOLE STDA TOP=258' INV IN=7' INV OUT=4' A-6 (SELSO SHEET22-) OP GRADE A- STA 8+475, 79' RT STD 2 INV =85' EXIST GRADE 2 YR HGL EXIST GRADE of 8" RCP@76% Exist 24" RCP YR HGL 4 of 8" RCP@92% of Exist 24" 5 of 6" RCP@99% STA 6+5 ELEV 266 STA 6+85 ELEV % 475% STR A- ELEV 25 (SEE ALSO END OF EXIST SHEET 22-) CONC DITCH ELEV 254 % REGRADE EXIST DITCH 25 2 OPOSED DITCH 2 STEM A 5 5 Architects-Engineers-Planners 5 Parkway Lane Suite 6 HORIZ "=2' REVISION DATES //26 OFFICE: DRAINAGE OFILES 2/4/22 GPLN Norcross, Ga 92 Phone Web wwwpondcocom VERT "=5' ST CHEROKEE DRIVE AT DN RUSK MIDDLE SCHOOL REPLACEMENT DRAWING No 22-2 East Cherokee Drive at Dean Rusk Middle School - Addendum #2 /4/26 Page of