5 SP-2022-0364C - Rich Industrial Park Part 2 — original pdf

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4' MAX 12" 8" 2 CONCRETE WALL SECTION Scale: NTS 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I ROCK RUBBLE 3 Scale: NTS D:0.78" “ALL POND BOTTOM, SIDE SLOPES AND EARTHEN EMBANKMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH COA STANDARD SPECIFICATION.” “EXPANSION JOINTS ON FREESTANDING WALLS SHALL HAVE WATERTIGHT SEALS AS NEEDED.” THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 7 6" PVC SCREW DRAIN PLUG Scale: NTS -0+10 0+00 0+40 0+80 1+20 1+45 Station 12" 3.00' 6" 1 POND DETAIL Scale: NTS n o i t a v e l E WIDTH AS SHOWN ON PLAN 682 680 678 676 STA =0+30.84 EL = 681.50 STA =0+25.52 EL = 681.00 STA =0+38.11 EL = 681.50 STA =0+40.85 EL = 681.00 4' EXISTING GRADE WQ ELEV:680.88 STA =1+06.07 EL = 681.50 STA =1+30.25 EL = 681.50 682 6" 6" EXISTING GRADE Filtration Pond Sedimentation Pond STA =0+60.00 EL = 677.50 PROPERTY LINE SEE DETAIL 661-2B SHEET 14 PERFORATED PIPE STA =0+59.92 EL = 676.00 100 YEARS ELEV:681.44 25 YEARS ELEV:680.78 10 YEARS ELEV:680.20 2 YEARS ELEV:679.11 Detention Pond STA =1+10.58 EL = 680.65 STA =1+05.81 EL = 678.00 STA =0+91.21 EL = 677.60 STA =1+10.83 EL = 677.00 SEE DETAIL 3 SHEET 13 TOP OF GABION ELEV = 680.35 STA =0+88.21 EL = 677.50 STA =0+86.83 EL = 676.00 0.50' WEIR FL = 679.25 PROPERTY LINE STA =1+25.75 EL = 677.00 0.18' WEIR FL = 675.75 680 678 676 674 1+45 674 0+00 0+40 0+80 1+20 4 POND CROSS SECTION Scale: 1:10 MAJOR MAINTENANCE REQUIREMENTS. g) The minimum vegetation height shall be four (4) inches in the SCM and all appurtenances, including the toe of the berm or wall outside the SCM, where applicable. 1. The following maintenance activities shall be performed on all SCMs, in addition to the requirements listed for the individual SCM types, to ensure proper function: h) Sediment build-up shall be removed: a) Accumulated paper, trash and debris shall be removed every six (6) months or as necessary to maintain proper operation. b) Structural integrity shall be maintained at all times. Basins and all appurtenances shall be inspected annually, or more frequently if specified, and repairs shall be made if necessary. When maintenance or repairs are performed, the SCM shall be restored to the original lines and grades. c) Corrective maintenance shall occur: i) When sediment is removed, the following requirements apply: i. When the accumulation exceeds six (6) inches in splitter boxes, wet wells and basins. ii. When sediment traps are full. iii.When sediment, of any amount, causes standing water conditions or reduces basin storage by more than 10%. i. Any time drawdown of the Water Quality Volume does not occur within ninety-six (96) hours (i.e., no standing water is allowed), unless a greater maximum drawdown time is specified in the plans. ii. For detention ponds only, any time drawdown does not occur within twenty-four (24) hours. i.Irrigation shall be provided, as needed, until vegetation is established (well rooted). See Section 1.6.3.D, Irrigation Guidelines. ii.The design depth of the filtration media shall be verified. See Section 1.6.3.B.5. iii.Tilling of the filtration medium is not allowed. For subsurface ponds maintenance plan requirements, refer to ECM Section 1.6.2(E). The inlet and outlet of SCMs shall be maintained unimpeded in order to convey flow at all times. Observed blockages to the inlet and outlet, due to vegetation, sediment, debris, or any other cause, shall be removed. e) No unvegetated area shall exceed ten (10) square feet. This performance requirement applies to the entire pond including the pond bottom, side slopes, and areas adjacent to the pond, and is intended to limit erosion. Integrated pest management shall be performed and shall adhere to Section 1.6.2.F, Integrated Pest Management Guidelines. d) f) 2. Sedimentation and Filtration SCMs (Section 1.6.5). Vegetation within the SCM shall not exceed eighteen (18) inches in height at any time, except as called for in the design. Vegetation that is mowed or cut shall be removed from the SCM.3.Detention Basins.a.Vegetation within the basin shall not exceed eighteen (18) inches in height at any time. j) a. b. -0+100+00 0+40 0+80 1+20 1+60 2+002+04 Station EX. 4'X4' AREA INLET T/INLET 679.00 INV IN=672.59 24" RCP INV OUT=672.59 24" RCP 4.00' Q100=33.34 cfs V100=9.24f/s D100=22.56" STA =0+26.97 EL =672.70' FITTING TO BE PRE-FABRICATED 5.0' PROP. MANHOLE #2 STA=2+00.70 TOP=680.29 FL IN=672.96 24" RCP FL OUT=672.96 24" RCP 6 0 . 7 L F O F 2 4 " R C P @ 1 . 7 5 % Q100=33.34 cfs V100=11.30f/s D100=22.00" STA =0+05.69 EL = 672.09 7.0LF OF 24" RCP @ 1.28% 23.4LF OF 24" RCP @ 1.19% 680 678 676 674 672 671 PROPOSED GROUND PROP. MANHOLE #1 STA=1+64.33 TOP=681.00 FL IN=674.85 24" RCP FL IN=675.35 18" RCP FL OUT=674.85 24" RCP 4 7 . 8 L F O F 2 4 " R C P @ 1 . 7 3 % Q100=33.34 cfs V100=11.21f/s D100=24.0" PROP.4'X4' AREA INLET STA=1+28.49 TOP=680.33 FL OUT=675.25 24"RCP 42.7LF OF 24" RCP @ 0.94% Q100=22.24 cfs V100=8.23f/s D100=24.0" STA =1+89.26 EL = 674.75 20.3LF OF 18" RCP @ 1.97% 25Yr HGL 100Yr HGL 2.5' 680 E l e v a t i o n 678 676 674 672 682 680 678 676 674 673 -0+15 0+00 0+80 0+90 Station 0+40 PROPOSED DETENTION POND STA =0+43.98 EL = 681.50 100 YEARS ELEV:681.44 DETENTION OUTFALL STRUCTURE 25 YEARS ELEV:680.78 10 YEARS ELEV:680.20 2 YEARS ELEV:679.11 0.18' WEIR FL:675.750 0.50' WEIR FL:679.11 682 680 678 676 20.3LF OF 18" RCP @ 1.97% 18" RCP FL:675.090 24" RCP FL:674.590 674 673 0+00 0+40 0+80 1+20 1+60 671 2+002+04 0+00 0+40 0+80 0+90 5 PROPOSED 24" STORM PROFILE Scale: 1:20 6 POND & OUTFALL STRUCTURE CROSS SECTION Scale: 1:10 CITY APPROVAL STAMP WATER QUALITY AND DETENTION POND DETAILS 14 of 31 SP-2022-0364C LOC TF LOC TF (S60°48'00"E 347.88') S63°03'23"E 347.90' LOC LOC TF LOC TF LOC M.LOG per Doc. No. 201100155 SILT FENCE ALONG PROPERTY LINE LOC LOC per Doc. No. 2020115774 SF SF 1 8 . 5 LOC SF LOC LOC SF LOC M.LOG LOC LOC LOC LOC LOC M.LOG M.LOG LOC SF LOC SF LOC LOC SF LOC SF LOC SF LOC LOC SF LOC SF LOC SF LOC S62°41'05"E LOC LOC SF SF 244.46' LOC SF LOC LOC SF LOC SF LOC SF LOC SF 6 8 3 6 8 0 SOUTHSIDE STORAGE SUBDIVISION Document No. 201100155 LOT 1 BLOCK A LANDUSE: COMMERCIAL ZONING: MF-4-CO 6 8 2 6 8 1 MULCH SOCK SEE DETAIL 648S-1 ON SHT. 18 684 BEGIN SILT FENCE SEE DET 624S-1 SHT 18 2X4X6 OR GREATER SIZE LUMBER SHALL BE STRAPPED VERTICALLY TO THE TREE AND 8” OF HARDWOOD MULCH SHALL BE APPLIED WITHIN THE FULL CRZ.” PER STANDARD DETAIL 610S-4 SHT 18. d . 5' n u 1 . 7 R K d f o n r o 9 n = 6 B E T N A M H C p o f ir o a ti o v E l e LOC o LOC 2 5 4 2 e PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE SILT FENCE ALONG PROPERTY LINE (S60°21'E 244.32') per Vol. 8530 Pg. 630 (S62°44'29"E 244.46') per Doc. No. 201100155 679 679 680 6 9 4 F T TF TF 694 TF 6 9 4 TF WW6 3 9 6 WW6 4 9 6 F T 1 9 6 TF W W 6 3 L W 6 W W 1 9 6 4 7 ) ' 7 0 5 ) ' 8 0 3 4 . 6 . 7 g 6 1 . 6 1 8 1 0 2 8 P 1 0 E 0 2 " . E 3 8 o E " 5 4 8 ' 1 ' 9 . l o 3 N 8 . 5 c ° o 0 ° 2 V 9 D 0 r r 1 e N e p ( p N ( " 8 3 ' 8 5 ° 9 0 N 3 L W 3 L W 3 L W F.F. 690.50 F.F. 688.50 F.F. 688.50 F.F. 686.50 Prop. Bldg. #14 - WAREHOUSE/ OFFICE SPACE 7,237.00 s.f. WILLIAM CANNON LEAGUE ABSTRACT NO. 6 9 8 6 6 9 0 6 8 8 FIRELANE 691 6 FIRELANE W W FIRELANE FIRELANE FIRELANE u FIRELANE FIRELANE FIRELANE FIRELANE 6 FIRELANE 8 6 6 9 3 FIRELANE 3 L FIRELANE W FIRELANE STABILIZED CONSTRUCTION ENTRANCE SEE DET 641S-1 SHT 18 WW6 WW6 WW6 3 L W W 6 W WW6 W L 6 694 WL10 WL3 WL10 WL3 WL10 6 WL3 9 1 WL3 WL10 FIRELANE FIRELANE FIRELANE FIRELANE W W 6 694 WL3 TF TF TF W L10 W L3 F I R E L E N A TF SF WL3 WL3 FIRELANE W L 3 SF WL3 FIRELANE CONCRETE WASHOUT AREA, SEE DET 2 SHT 18 4 9 6 W W 6 n f e n c e d 0 9 6 1 ( 8 1 6 8 . SF 6 6 . 0 ' 8 FIRELANE 1 ' ) 9 8 6 SILT FENCE SEE DET 624S-1 SHT 18 6 9 2 SF 1 9 6 SF FIRELANE TEMPORARY SPOILS AND 690 STAGING AREA FIRELANE 8 8 6 8 8 6 6 8 6 7 9 9 8 6 JEFFERY WAYNE RICH (0.976 Acre) Document No. 2007166060 FIRELANE FIRELANE S F 0 688 6 8 5 n o f o rti o e rly a p s ) FIRELANE c r e 6 A 5 2 ( 7 . 7 n g a b i n m h P l u n ty D W a rr a 5 8 e 8 m o l u V f o r m 6 8 7 e k M i c y R i c 687 g , I n FIRELANE a ti n e d H e e 5 P e 9 a d g 7 5 6 8 6 FIRELANE FIRELANE FIRELANE F I R E L AN E SF SF 6 9 3 W 4 9 6 L 3 SF S F 9 8 6 5 8 6 3 8 6 681 w I F R 4 E 8 L 6 A N E I F R E L A N E 5 8 6 FIRELANE E N A L E R F I E N A L E R F I 2 8 6 E N A L E R I F 2 8 6 3 8 6 4 8 6 6 8 6 6 6 8 8 6 6 E L A N E FIR 685 6 8 3 d 6 e 6 e 1 3 5 0 6 0 a 0 P 685 g 0 3 e 6 L I A W I L N R A T S M C B A 6 8 6 c . 4 8 6 FIRELANE J F E E U E G A O . 6 N L T N O C N A E p F S H R 7 E R I C FIRELANE N Y A Y W c r e ) 6 A n ty D ( 0 . 9 c ia l W a rr a 0 0 o . 2 n t N e 8 e o l u d i n V m m u 7 e e c o c ri b D s e d F I R E L A N E 686 F I R E L A N E FIRELANE 6 8 6 5 8 FI R 6 E L A N E E N A L E R I F E N A L E R I F E N A L E R I F F T F T 6 9 1 SF W W 6 1 9 6 2 9 6 F T 3 9 6 6 9 2 ex. concrete 4 9 6 F T W L 3 SF 6 9 1 4 9 6 5 9 6 L O C L O C 5 9 6 F T L O C L O C L O C EXISTING ELECTRIC VAULT MANHOLE TO BE RELOCATED L O C 0 5 4 2 e x , c o L O n C c r e t e w L a O l C l e x . c u r b L O C LOC 2X4X6 OR GREATER SIZE LUMBER SHALL BE STRAPPED VERTICALLY TO THE TREE AND 8” OF HARDWOOD MULCH SHALL BE APPLIED WITHIN THE FULL CRZ.” PER STANDARD DETAIL 610S-4 SHT 18. e x e c x o c n u c r r b e t e e 4 9 6 F.F. 690.50 4 9 6 8 4 4 2 F.F. 690.50 F.F. 688.50 Prop. Bldg. #13 WAREHOUSE/ OFFICE SPACE 6,989.00 s.f. F.F. 688.50 F.F. 686.50 S F L O C S F L O C 4 9 3 S F L O C S F L O C 5 9 3 S F L O C L O C S F L O C S F L O C S F L O C L O C LANDUSE: COMMERCIAL ZONING: LI-CO S F L O C 5 0 . 0 3 ' L O C S F N 7 4 ° 1 5 ' 5 1 " W L O C 5 0 . 1 8 ' ) ( N 7 2 ° 5 4 ' W 1 4 6 3 P g . . V o l 4 9 . 4 9 ' ) p e r SILT FENCE ALONG ( N 7 2 ° 5 6 ' W 6 3 0 8 5 3 0 P g . PROPERTY LINE . V o l p e r TF L O C T F a/c pad L O C 4 9 6 TF 7 4 4 2 L O C L O C TF F T L O C F S C O L S F L O C X 4 9 6 F T SF LOC END SILT FENCE SEE DET 624S-1 SHT 18 TF LOC TF 4 9 6 F T D X EX. 4' x4' AREA INLET T/ INLET 679.00 L 24" FL: 672.59 O C LOC 6 8 0 SF 6 E 7 X 8 L W 2 EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. S F L O C S F e L O C d o f n c n f e e 4 2 T S E X W L 2 E X W A L 2 ( g E X W L 2 r a E X W L 2 C O L 6 8 0 F S C O L E X W 2 L e ta l f e 6 7 9 e t m e h s e c n E X W L 2 20' DRAINAGE EASEMENT DOC NO: ____________ E X W L 2 a t e r e t e r E x. w m C O L F T w 3 8 3 C O L F T T F 4 2 T S C O L F S T F 679 LOC T F 4 2 T S 6 8 1.5 0 6 8 1.5 0 3 8 6 680 FIRELANE FIRELANE END SILT FENCE SEE DET 624S-1 SHT 18 2 8 6 v e E X W L 2 l r E X W 2X4X6 OR GREATER SIZE LUMBER SHALL BE STRAPPED VERTICALLY TO THE TREE AND 8” OF HARDWOOD MULCH SHALL BE APPLIED WITHIN THE FULL CRZ.” PER STANDARD DETAIL 610S-4 SHT 17. E X L L 2 2 W o a 4 8 3 C O L F T T F 4 2 T S C O L F T T F 4 2 T S C O L F T d E X W L 2 ) E X W L 2 N O R T H S C A L E : 1 " = ' 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I TREE PROTECTION SEE DETS 610S-1,610S-2 SHT 18 6 8 1 6 8 0 6 7 9 6 8 1 S T 6 Filtration Pond S T 6 6 7 8 ST6 S T 6 6 7 ST6 7.5 0 5 8 3 C O L F T T F 4 2 T S C O L F T T F 4 2 T S 6 T S ST6 6 8 0 C F S O L 4 2 T S C O L T F 4 2 T S T F W 2 L E X PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE ol. 8 8 ° 1 ( S 1 1 V S E X L 2 W 6 ° 0 E X 1'2 SILT FENCE ALONG PROPERTY LINE L 2 W 2'2 0 5 3 7 "E 0 P E X W L 2 1 5 "E 1 g. 6 5 9.3 3 0 3') 9.3 LANDUSE: COMMERCIAL 3' ZONING: MF-4-CO E X L 2 W E X W L 2 W W TREE PROTECTION SEE DETS 610S-1,610S-2 SHT 18 1.5 8 6 6 8 0 0 Sedimentation Pond 6 7 8 2X4X6 OR GREATER SIZE LUMBER SHALL BE STRAPPED VERTICALLY TO THE TREE AND 8” OF HARDWOOD MULCH SHALL BE APPLIED WITHIN THE FULL CRZ.” PER STANDARD DETAIL 610S-4 SHT 18. Detention Pond ST18 6 8 1 6 8 1.5 0 ST18 6 C 8 3 O L T F 7 8 3 T F 4 2 T S C O L T F T F 4 2 T S C O L 4 2 T S W _ID E X W L 2 : 3 6 E X W L 2 2,4 DEWATERING SKIMMER SEE DET 5 SHT 18. 5 END PROP. 6' PRIVACY WOOD FENCE ALONG 4 E X. 2.2 PROPERTY LINE E X W L 2 E X W L 2 5" ( CI) E X W L 2 C O L F S g r a v el r o a d E X W L 2 C E X W L 2 C O L 20' DRAINAGE EASEMENT DOC NO: 202400876 E X W L 2 1 8 6 L O C TF 0 9 3 9 8 3 L O C 1 9 3 T F TF L O C 8 8 3 S F L O C F S L O C S F L O C L O C INLET PROTECTION SHEET 18. SILT FENCE ALONG PROPERTY LINE liste in D o d a s " H U B A C P riv c. 2 ate 0 1 1 H L A 0 0 D riv 1 5 5 e" N E 5 8 6 F I R E L A N E 4 F 8 I 6 R E L A N E 5 8 6 6 8 2 E N A L E R I F 6 8 3 F I R E L A N E F I R E L A N E 3 3 9 S F L O C S F L O C 6 8 1 S F L O C MULCH LOG SEE DETAIL 648S-1 ON SHT. 18 6 8 2 2 9 3 S F L O C S F L O C L O C S F L O C N 7 5 ° 1 3 ' 5 3 " W L O C 2 5 9 . 6 9 ' ( N 7 2 ° 5 4 ' W . V o l p e r ( N 7 2 ° 5 7 ' 1 5 " W V o l p e r . 2 5 9 . 9 0 ' ) 1 4 6 3 P g . 2 5 9 . 9 3 ' ) 6 3 0 8 5 3 0 P g . SILT FENCE ALONG PROPERTY LINE TREE LIST: DATE OF SURVEY: FEBRUARY 23, 2021 Legend: M = Multi-trunk trees H = Heritage trees removed = Removed trees 6 8 2 9 5 4 2 8 5 4 2 7 5 4 2 G O F L T . M G O L F . T M G O L F . M T G O L . F M T 682 2X4X6 OR GREATER SIZE LUMBER SHALL BE STRAPPED VERTICALLY TO THE TREE AND 8” OF HARDWOOD MULCH SHALL BE APPLIED WITHIN THE FULL CRZ.” PER STANDARD DETAIL 610S-4 SHT 18. LOC LOC LOC LOC LOC LOC LOC L O C T F L O C 0 6 4 2 L O C T F L O C T F 6 8 5 6 8 0 6 7 7 L O C T F L O C TF TREE PROTECTION SEE DETS 610S-1,610S-2 SHT 18 L O TF C F T M.LOG F T L O C L O C G O M.L S T 1 2 G O M.L S T 1 2 TF L O C TF 689 T F 6 5 4 2 T F TF TF T F ex. detention ex. concrete wall ex. Filtration r o c k c a g e d e x . ex. sedimentation 2X4X6 OR GREATER SIZE LUMBER SHALL BE STRAPPED VERTICALLY TO THE TREE AND 8” 0 8 OF HARDWOOD MULCH SHALL BE APPLIED 6 WITHIN THE FULL CRZ.” PER STANDARD DETAIL 610S-4 SHT 18. 8 7 6 F T G O M.L S T 1 2 L O C G O L F . M T L O C G S O T L . 1 F M 2 T 5 8 6 L O C 683 684 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE END SILT FENCE SEE DET 624S-1 SHT 18 1 9 6 2 9 6 2 9 6 LOC M.LOG TF T F 3 9 6 T F 0 9 6 Prop. Bldg. #12 WAREHOUSE/ OFFICE SPACE 5,255.00 s.f. 1 9 6 0 9 6 0 9 6 F.F. 692.00 1 9 6 1 9 6 1 9 6 1 5 4 2 1 9 6 FIRELANE 1 9 6 2 9 6 N E FIR E L A W 6 2 9 6 W 0 9 6 691 690 0 9 6 FIRELANE 1 9 6 W 6 W T F 3 5 4 2 T F 0 9 6 FIR E L A 4 N 5 4 E W 6 W 2 1 9 6 W 6 W 692 6 9 2 W L10 W L3 W L10 FIRELANE W L3 TF F T LOC LOC T F L O C 5 5 4 2 0 9 6 T F F T 6 9 0 TF 1 9 6 0 9 6 0 9 6 G O L S . M T F 1 T 2 L O C G O L . M S F T T 1 2 L O C 6 9 0 TF S N O P A R K I N G S 1 2 F T L O C L A N E - 691 TF F I R E X . E END TRIANGULAR 691 SEDIMENT FILTER DIKE SEE DET 628S SHT 18 4 2 6 9 0 L O C 691 E E 4 2 X S S L X S S L L O C ex. asphalt parking lot L O C S S 1 8 X E L L O C D F T 691 4 2 X S S L E L O C 6 9 0 4 2 X S S L E W L10 W L3 LOC 3 L W C O L 3 L W C O L 0 1 L W 0 1 L W 0 1 L W 6 W W D F T 6 W W 6 W W 6 W W MULCH LOG SEE DETAIL 648S-1 ON SHT. 18 SILT FENCE b r u SEE DET 624S-1 c . x SHT 18 e 6 8 8 4 2 X S S L E 4 2 X S S L E 4 2 X S S L E 6 8 8 8 6 ex.inlet 6 4 2 X S S L E 6 8 6 TF F T u r b c x e TF E X S S L 1 8 EX S SL18 e t e r c n o c . x e 3 L W C O L 691 N O MULCH LOG SEE DETAIL 648S-1 ON SHT. 18 691 A P R E N A L E TF L O C E X S S L 1 8 D F T R I F . X T F E - G E X S S L O C L 1 8 D F T 0 1 L W 1 5 ' P r i v a t e U t i l i t y E s m n t ' C O L 3 L W 2 3 4 2 1 3 4 2 K I N G - E 691 X . F I R E L A N E N O P A R K F T T F TF TF I G N 2X4X6 OR GREATER SIZE LUMBER SHALL BE STRAPPED VERTICALLY TO THE TREE AND 8” OF HARDWOOD MULCH SHALL BE APPLIED WITHIN THE FULL CRZ.” PER STANDARD DETAIL 610S-4 SHT 18. R I X E . F - e x c u r b E L A N E TF TF L O C F T 690 690 0 9 6 8 2 4 2 7 2 5 2 4 2 4 2 6 2 4 2 0 3 4 2 T F C O L 689 TF F T 5' P.U.E. per Vol. 8624 Pg. 200 8 8 1 8 L 9 8 6 9 8 6 e x c u r b 0 1 L W 3 L W C O L C O L 0 1 L W 3 L W 690 C O L 0 1 L W 3 L W E X S S L 1 8 C O L E X S 689 S L 1 8 0 1 L W 3 L W E X S S L 3 L W 1 8 0 1 L W E X S S C O L 3 L W 0 1 L W E X S C S O L 1 8 L E X S S L 1 8 6 W W N I K T F L O C R A D F T P O E X S S N L O C 8 L 1 6 690 W W D F T E X S S L 1 8 e x c L u O C b r D F T D F T 6 W W 6 W W 6 W W L O C F T D F T L O C D F T L O C D F T L O C 6 W 6 W 6 W W 6 8 X S 7 E S 8 1 L 6 W D W F L T O C 8 8 3 L W 6 0 1 L W 8 1 L S X S E 3 L 0 W 1 L W 688 C O L E 8 X 8 S 6 S L 1 5 C O L E X S S L 1 5 3 L W 0 1 L W 0 9 6 2X4X6 OR GREATER SIZE LUMBER SHALL BE STRAPPED VERTICALLY TO THE TREE AND 8” OF HARDWOOD MULCH SHALL BE APPLIED WITHIN THE FULL CRZ.” PER STANDARD DETAIL 610S-4 SHT 18. ex. concrete LOC 0 9 6 LOC LOC LOC F F T T BEGIN MULCH LOG SEE DETAIL ON SHT. 18 T F E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 LOC 4 L W W X E T F E X C W L O 1 L 4 L W W T X F E LOC LOC F T T F F T 694 X F T F T F T C X 4 7 ) ' 7 9 1 . 5 1 4 1 9 0 7 2 0 W " 8 2 . o 3 N ' 8 . 5 ° c o 9 D 0 r S e ( p d e p o l 9 t 4 1 a l 1 r 9 p e p e n g e v e e g o a d d a P n a P o w 3 n R 9 o 6 9 h e c i 4 s l 4 s b u u e a l m P m d o V ' u n 0 l a 5 o V u y l t n e r r u c ) ' 4 9 1 4 . . 0 g 0 P 8 3 6 W . l ' 8 o W " 4 5 ' 8 1 V ° r 2 e 1 p 5 ° S ( 9 0 S L O C 5 9 6 L O C C L O 5 9 6 6 4 4 2 E X W L 1 4 L C O L W W X E T F 4 L W W X E E X W L 1 E C X O W L L 1 4 T L W F W X E L E X W 1 C O L 2 4 2 4 X 2 2 4 2 3 2 4 2 1 2 4 2 0 2 4 2 X P E r i v x . a 6 ' W c y F o e o n d c e U H O X LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO 9 1 4 2 2 5 ' C 5 ' P . O U . E M . P p A e T r V A o l . B I L 8 I 6 T U H O X U H O 6 8 7 8 1 L S X S E 687 e x c u r b 6 8 6 8 1 L S X S E 8 1 L S X S E 8 1 L S X S E 8 1 L S X S E 6 8 6 8 1 L S X S E 687 e x c u r b e x i n l e t e t e r c n o x c e e x . c o n c r e t e 2 Y 4 S P E g . T 2 B 0 A 0 C K 6 8 6 Water Easement per H O U X Doc. No. 2001108045 7 8 6 5' P.U.E. per Vol. 6997 Pg. 949 U H O N O P A R K I N G - E X . F I R E L A N E EX WL3 6 8 6 EX WL3 EX WL3 EX WL3 EX WL10 6 8 5 EX WL10 b r u x c e U H O LOC X U H O C O L v LOC EX WL3 E X W L 3 w L O C E X W S F L 8 684 OHU OHU OHU 683 LOT 15 683 LOC OHU E X W L 8 LOC OHU U H O X OHU SILT FENCE SEE DET 624S-1 SHT 18 9 3 4 2 U H O U H O O H U OHU OHU PLACE OF BEGINNING X 7 8 6 U H O e x c u r b 689 PARKRIDGE GARDENS Document No. 200600394 WWW_ID: 122883 EX. MH RIM 681.30' EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 E X EX WWL6 W L 8 E X W L 8 E X W L 8 O H X RALPH ABLANEDO DRIVE (70' R.O.W) H O U U EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 WWW_ID: 177216 EX. 8" (PVC) U H X O ' 2 6 . 0 7 ' W " 4 EX WWL6 0 0 5 ° 5 2 S SCALE: 1 = 20 U H O LOC T F 2 9 6 9 8 6 LOC F T LOC TF 689 T F 1 9 6 1 9 6 2 9 6 3 3 4 2 6 W D L F W O T C 688 6 L D W O F W T C N O P E X S S L 1 5 3 L W 0 1 L W E X S S L 1 5 A T F R 689 K I N G e - 3 W E L T x . E F X c . u r F I b R 0 9 6 E 3 L W L T A F N E E X S S L 1 5 0 1 L W E X 0 9 6 S S L 1 5 3 T L F W 6 9 1 L O C 6 D W F T W X S S L 1 5 689 0 1 L W L O C D 6 W W T F 689 L O C D 6 F T W W 689 L O C 0 9 6 D F 6 T W W E N A L E L O R C I F . X D F 6 T 0 9 6 W W E - G L O C E X S S E L X 1 5 W L 1 0 E X S S L 1 5 3 6 X W L E L W 6 9 1 6 X W L E T F E X WL 1 L O C 6 9 2 E C O L X W L 3 E X W L E 1 0 X S S L 1 5 6 9 1 E X WWL4 C O L E X S S L 1 5 E X W L 1 0 E X WWL4 E X W L 3 6 9 2 E X W L 3 EX W WL4 E 6 9 1 W W L 6 E X WL 1 TF LOC EX WWL4 E X WL 1 X WL 1 E T F LOC E X WL 1 TF LOC E X WWL4 6 9 4 E E X WWL4 X WWL4 END MULCH LOG SEE DETAIL ON SHT. 18 6 9 3 F T G . L O M 6.74 ACRES SURVEYED M G O F T L . . L T F O G M 130 RALPH ABLANEDO, LLC (6.74 ACRES) General Warranty Deed Document No. 2020115774 M G O G O F T F T L . 4 L W W TF X E E X W 1 L T F C O E X L W L 1 4 L W W X E E X W C L O 1 L 4 L W W X E L . M L O G M . F T F T E X WL 1 M . L O G E X WL 1 G O L EX WWL4 M . T F EX WWL4 L O C 5 9 6 e L x T O F C D c u r b L O T C F D L O C 6 9 4 V A N 6 9 4 4 L W W X E E X W L 1 C O L E X W L 1 4 L W W X E E C X O W L L 1 4 L W W X E E X W L 1 C O L E X W L 1 4 L W W X E 4 L W W X E C O E X L W L 1 4 X W W L E S F L O C E X W L 1 e x E X W L c 1 o n E X WL 1 c r e t e SILT FENCE SEE DET 624S-1 SHT 18 E WL 1 WL 1 X X E Prop. Bldg. #6 WAREHOUSE/OFFICE SPACE 1 Sty. 18' Height 4,123 s.f. FF=696.10 E 4 X W W L L O C 4 X W W L E 4 E X W W L S F L O C X E W W L 6 4 9 S F 5 L O C e t e r c E S F 5 9 6 C O L 4 X W W L L O C n o x c e EX WL1 e x EX W c WL4 o n c r e t e EX WL1 EX WL1 EX W WL4 N I K D F T R 0 9 6 A L P O C L O C ex asphalt parking lot W X E 3 X X E L BEGIN TRIANGULAR SEDIMENT FILTER DIKE SEE DET 628S SHT 18 6 9 3 EX WL1 EX W WL4 O N EX WL1 S S L 1 5 6 9 2 E X W L 1 0 E X W L 3 0 9 6 EX W WL4 BEGIN TRIANGULAR SEDIMENT FILTER DIKE SEE DET 628S SHT 18 EX WL1 EX W WL4 6 9 1 E X W W L 6 EX WL1 E X S S L 1 5 EX WL10 EX W WL4 E X W EX WL1 6 9 2 EX WL1 W L 6 E X S S L 1 5 EX W WL6 0 9 6 6 9 3 EX WL3 EX WL3 EX WL3 EX WL10 EX WL1 EX W WL6 EX WL1 EX W WL6 EX WL3 END TRIANGULAR SEDIMENT FILTER DIKE EX WL3 SEE DET 628S SHT 18 EX WL1 EX WL10 9 6 4 EX WL3 6 9 1 E X S S L 1 5 4 3 4 2 6 9 1 6 9 2 E X S S L 1 5 E X S S L 1 5 6 9 EX W 3 WL6 EX WL1 EX W WL6 6 9 3 EX WL10 4 L W W X E EX WL3 EX WL1 EX W WL6 EX WL1 EX WL10 6 9 4 EX WL1 EX W WL6 4 L W W X E EX WL1 6 9 5 EX WL3 EX WL10 EX W WL6 4 L W W X E E X W L 3 4 L W X W E 4 L W X W E 6 9 5 LOC 4 L W X W E EX WL3 E X WL 1 E X WL 1 E X WL 1 EROSION & SEDIMENTATION CONTROL QUANTITIES HC E X WL 1 e x E X W L E 3 N SILT FENCE = 1,218 LF LIMITS OF CONSTRUCTION = 96,272 SF ( 2.21 AC) TREE PROTECTION = 1,153 LF CONSTRUCTION ENTRANCE = 1 EA TRIANGULAR FILTER DIKE = 297 LF EX WL3 12" MULCH LOG = 243 LF w N G O R A o P K n I c c e e l l t a W r 3 X L - E X . F I R E L A N E 5 9 6 TF TF F T a/c pad X 5 4 4 2 5 9 6 5 9 6 X X 695 X 4 4 4 2 TREE LIST: DATE OF SURVEY: DECEMBER 3, 2021 Legend: M = Multi-trunk trees H = Heritage trees R = Removed trees TREE ID# SIZE SPECIES NOTES: X LANDUSE: COMMERCIAL ZONING: LI-CO · IF DISTURBED AREA IS NOT TO BE WORKED FOR MORE THAN 14 DAYS, DISTURBED AREA NEEDS TO BE STABILIZED BY REVEGETATION, MULCH, TARP, OR REVEGETATION MATTING. [ECM 1.4.4.B.3, SECTION 5.I] X B · ENVIRONMENTAL INSPECTOR HAS THE AUTHORITY TO ADD AND/OR MODIFY EROSION/SEDIMENTATION CONTROLS ON SITE TO KEEP PROJECT IN COMPLIANCE WITH THE CITY OF AUSTIN RULES AND REGULATIONS [LDC 25-8-182] · CONTRACTOR SHALL UTILIZE DUST CONTROL MEASURES DURING SITE X CONSTRUCTION SUCH AS IRRIGATION TRUCKS AND MULCHING AS PER ECM 1.4.5(A), OR AS DIRECTED BY THE ENVIRONMENTAL INSPECTOR. A · THE CONTRACTOR WILL CLEAN UP SPOILS THAT MIGRATE ONTO THE ROADS A MINIMUM OF ONCE DAILY. [ECM 1.4.4.D.4] X · CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY SEDIMENT TRANSPORTED FROM THE LOC TO THE OFFSITE DETENTION / WATER QUALITY POND(S). ex loading dock · NO OVER BUILD/EXCAVATION WILL BE PERMITTED. A B C D 2415 2416 2417 2418 2419 2420 2421 2422 2423 2424 2425 2426 2427 2428 2429 2-7", 2-10" total 22" 10" 2-8" total 12" 9" 9.5" 25.5" 36" 10.5" 12.5" 9.5" 9.5" 16.5" 12.5" 11.5" 9" 8" 8.5" 52" 29.5" HACKBERRY (M) HACKBERRY HACKBERRY (M) HACKBERRY CEDAR ELM LIVE OAK (H) COTTONWOOD (H) CEDAR ELM CHINKAPIN OAK HACKBERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY LIVE OAK LIVE OAK (H) LIVE OAK (H) TREE ID# A C 383 384 385 386 387 388 389 390 391 392 393 394 395 396 SIZE 36" 22" 15" 13" 15" 15" 16" 10" 9" 11" 12" 10" 11" 8" 8" 16" LEGEND: SPECIES LIVE OAK (H) CEDAR ELM CHINABERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY CHINABERRY (removed) HACKBERRY HACKBERRY HACKBERRY HACKBERRY (removed) HACKBERRY (removed) HACKBERRY (removed) HACKBERRY (removed) HACKBERRY (removed) TREE HARDWOOD MULCH OVER EXCAVATION IMPACTED CRZ IMPACTED CRZ SPECIES LIVE OAK (H) LIVE OAK LIVE OAK LIVE OAK (H)(M) CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM LIVE OAK (H) TREE LIST CONTINUATION: TREE ID# 2430 2431 2432 2433 2434 2435 2436 2437 2438 2439 2442 2443 2444 2445 2446 2447 2448 2450 2451 2452 2453 2454 2455 2456 2457 2458 2459 2460 SIZE 25.5" 17" 14.5" 19.5",43" total 52.75" 11.5" 12.5" 8" 8.5" 10" 9.5" 44.5" 3.5", 9" total 10.75" HACKBERRY (M) 11.5" 5", 2-10.5" total 18.25" HACKBERRY (M) 39" 25" 23" 22.5", 27" total 38.25" LIVE OAK (H)(M) 18.5" 32", 34" total 50" LIVE OAK (H)(M) 19.5" 9" 25.5" 18" 11" 31" 22.5" 22" HACKBERRY LIVE OAK HACKBERRY (removed) LIVE OAK (H) LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK (H) LIVE OAK (H) LIVE OAK (removed) LIVE OAK (removed) LOC TFD TF SF ADA THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CITY APPROVAL STAMP EROSION AND SEDIMENTATION CONTROL PLAN 15 of 31 SP-2022-0364C ALL RESPONSIBILITY FOR THE ADEQUECY OF THESE PLANS REMAINS WITH THE ENGINEER. APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN DOES NOT REMOVE THESE RESPONSIBILITIES. "REVIEWED BY AUSTIN WATER" APPLIES ONLY TO AW PUBLIC FACILITIES. ALL OTHER WATER AND WASTEWATER FACILITIES INSIDE PRIVATE PROPERTY ARE UNDER THE JURISDICATION OF BUILDING INSPECTIONS. Automated Metering Infrastructure: Effective March 2022, new water meters installed shall be in conformance with AW’s automated metering infrastructure technology, and with the applicable standard product list. Applicants filing a site plan or subdivision plan will be required to coordinate with the Austin Water Plan Reviewer for details on approval and installation. GENERAL NOTES Use of Electronic Files General Disclaimer: Use of the attached files in any manner indicates your acceptance of terms and conditions as set forth below. If you do not agree to all of the terms and conditions, please contact Austin Water Pipeline Engineering, project coordinator prior to use of the referenced information. Please be advised that the attached files are in a format that can be altered by the user. Due to this fact, any reuse of the data will be at the user's sole risk without liability or legal exposure to the City of Austin and user shall indemnify and hold harmless The City of Austin from all claims, damages, losses and expenses including attorney's fees arising out of or resulting from using the digital file. In addition, it is the responsibility of the user to compare all data with the PDF version of this drawing. In the event there is a conflict between the PDF version drawing and the electronic file, the PDF version drawing shall prevail. FIRE FLOW TEST DATA Prior to the handling and disposal of Asbestos Pipe, the Contractor’s work plans will be reviewed and coordinated through Austin Water's Asbestos Program Manager who can be reached at 512-972-0915. is the Contractor’s responsibility to utilize a trained, certified and licensed Asbestos Abatement Contractor in accordance with the Federal, State and Local regulations. It Modifications to Austin Water signed and stamped sheets are not permitted. All design modifications will need to be submitted via the ABC portal for a Plan Correction or Revision. All unethical engineering practices, including modifying City Stamped plan sheets, shall be reported to the Texas Board of Professional Engineers and Land Surveyors (PELS). Reference: Texas Engineering Practice Act and Rules, Subchapter C: Professional Conduct and Ethics Additional Review Acknowledgement Onsite Water Reuse & AW Reclaimed Information Does this development have a total gross floor building area of 250,000 square feet or more? Distance to nearest existing AW reclaimed main? YES X NO 250' or less 251' to 500' X Greather than 500' X YES YES X NO YES X NO Automated Metering Information Is this project within the current service area of AW's Data Collection Units (DCUs)? NO Does this project require a dedicated easement for DCU infrastructure? Does this project require an AULCC review? IF YES, PLEASE PROVIDE UCC# _______ FIRE FLOW MAP PROJECT INFORMATION¹ FIRE, DOMESTIC AND IRRIGATION DEMAND DATA Meter Notice: GRID NUMBER: MAPSCO NUMBER: AW INTERSECTION NUMBER: BUILDING SIZE IN SQUARE FEET: BUILDING TYPE PER IFC: BUILDING HEIGHT: AVAILABLE FIRE FLOW CALCS AT 20 PSI: REQUIRED BUILDING FIRE FLOW PER IFC TABLE B105.1(2): REDUCED FIRE FLOW PER 75% FIRE SPRINKLER REDUCTION PER IFC TABLE B105.2: MINIMUM FIRE FLOW (SEE NOTE #2 BELOW): DOMESTIC WATER DEMAND IN GPM: WATER SUPPLY FIXTURE UNITS (WSFU) FLUSH TANKS OR FLUSHOMETERS (CIRCLE APPLICABLE ITEM): G 14 674 J , 674 N 21329 , 21330 8,035 SQ FT TYPE IV-V 30 FT 2,396 GPM 1,750 GPM 437.50 GPM 1,750 GPM 75 GPM 250 AUSTIN WATER PRESSURE ZONE: SOUTH PRESSURE ZONE STATIC WATER PRESSURE IN PSI: STATIC PRESSURE AT THE HIGHEST LOT SERVED IN PSI: STATIC PRESSURE AT THE LOWEST LOT SERVED IN PSI: MAXIMUM IRRIGATION DEMAND: FIRE LINE VELOCITY: 10"SIZE OF FIRE LINE DOMESTIC LINE VELOCITY: 3" SIZE OF DOMESTIC LINE LIVING UNIT EQUIVALENTS (LUEs) 76 PSI 77 59 10 6.72 7.17 FPS (1752GPM) 0.41 fps (9.03 GPM) Meter 1.5 inches and larger must be purchased and ordered 90 days in advance of installation. Meter(s) Requirement for Project: Address: 130 RALPH ABLANEDO DR Existing Use: EXISTING DOMESTIC METER Type: POSITIVE DISPLACEMENT Size: 1-1/2" GPM Range: 8-160 Service Units: 8 Meter(s) Requirement for Project: Address: 130 RALPH ABLANEDO DR Existing Use: EXISTING IRRIGATION METER Type: POSITIVE DISPLACEMENT Size: 5/8" GPM Range: 3-50 Service Units: 2.5 Reclaimed Meter(s) Requirement for Project: Address: Proposed Use: Type: Size: GPM Range: NOTE: LOTS WITH 65 PSI OR GREATER REQUIRE A PRV TO BE INSTALLED ON THE PROPERTY OWNERS SIDE OF THE DOMESTIC WATER METER. 1. WITH THE EXCEPTION OF PROVIDING THE REQUIRED INFORMATION, DO NOT REVISE THESE TABLES IN ANYWAY. 2. MIN FIRE FLOW: DESIGN ENGINEER MUST INDICATE VALUES WHICH COMPLY WITH IFC TABLES B105.1(2) OR B105.2 (REQUIRED OR REDUCED FIRE FLOWS). MIN FIRE FLOW VALUE SHALL BE NO LESS THAN 1000 GPM FOR NFPA 13 SYSTEMS OR 1500 GPM FOR NFPA 13R SYSTEMS (FOOTNOTES a and b FOR TABLE B105.2). 3. IF DEMAND, OTHER THAN MINIMUM FIRE FLOW, IS UTILIZED IN FIRE LINE VELOCITY DETERMINATION, ENGINEERING JUSTIFICATION SHALL BE SHOWN ON THIS SHEET WITH APPLICABLE DATA AND CALCULATIONS. INSPECTION NOTES Please contact Development Services Department, Site and Subdivision Inspection at sitesubintake@austintexas.gov for arrangements for payment of Inspection fees and job assignment for Inspection of the public utilities to this site. Inspection fees must be paid before any Pre-construction meeting can be held. STANDARD CONSTRUCTION NOTES October 1, 2021 NO OTHER UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE PROPERTY LINE, OR OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND WASTEWATER AT LEAST 48 HOURS PRIOR TO BEGINNING ANY UTILITY CONSTRUCTION ACTIVITY IN PUBLIC ROW OR PUBLIC EASEMENT, THE CONTRACTOR SHALL NOTIFY THE APPLICABLE THE CONTRACTOR SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT 1-800-344-8377 FOR EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN ADVANCE OF PRESSURE TAPS SHALL BE ALLOWED ON A CASE BY CASE BASIS, AS DETERMINED BY THE DIRECTOR'S DESIGNEE. NORMALLY PRESSURE TAPS 4 INCHES AND LARGER SHALL WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE MAIN PRESSURE TESTING MINIMUM TRENCH SAFETY MEASURES SHALL BE PROVIDED, AS REQUIRED BY OSHA, CITY SPECIFICATION 509S, AND CITY/COUNTY CONSTRUCTION INSPECTORS. ALL MATERIALS TESTS ORDERED BY THE OWNER FOR QUALITY ASSURANCE PURPOSES, SHALL BE CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED BY THE THE CITY STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF BIDDING SHALL COVER MATERIALS AND METHODS USED TO DO THIS WORK. CONTRACTOR MUST OBTAIN A ROW PERMIT FROM AUSTIN TRANSPORTATION DEPT, RIGHT OF WAY MANAGEMENT DIVISION BEFORE BEGINNING CONSTRUCTION WITHIN THE 1. 2. RIGHT-OF-WAY OF A PUBLIC STREET OR ALLEY. ACTIVITY WITHIN RIGHT-OF-WAY SHALL COMPLY WITH APPROVED TCP. 3. CITY OF AUSTIN INSPECTION GROUP (AUSTIN TRANSPORTATION, DEVELOPMENT SERVICES, OR PUBLIC WORKS). SEE CURRENT NOTIFICATION REQUIREMENTS AT WWW.AUSTINTEXAS.GOV. 4. CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO DAMAGE/INCONVENIENCE BY THE CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN WATER AND WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT LINES. 5. UTILITY SERVICE THAT WOULD INTERFERE WITH THE WATER AND WASTEWATER SERVICES. 6. 7. OWNER IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM 1804S.04. 8. BE ALLOWED IN THE FOLLOWING CASES: A) A TEST SHUT OUT INDICATES AN ADEQUATE SHUT OUT TO PERFORM THE WORK IS NOT FEASIBLE B) MORE THAN 30 CUSTOMERS OR A SINGLE CRITICAL CUSTOMER (AS DEFINED BY AUSTIN WATER) WOULD BE IMPACTED BY THE SHUT OUT OR C) THE EXISTING WATER LINE WARRANTS IT. 9. SHALL BE CONDUCTED AND FALL UNDER THE SPECIFICATIONS AS WATER LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN ON THE APPROVED PLANS. 10. ALL MATERIAL USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD PRODUCTS LISTING. ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW OF THE STANDARDS COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF PROJECT. TESTING AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE APPROVAL WILL BE GIVEN ANY CONSIDERATION. 11. WHEN WATER SERVICES ARE DAMAGED AND THE SERVICE MATERIAL IS POLYETHYLENE (PE), THE LINE SHALL BE REPAIRED ONLY BY HEAT FUSION WELD, AT BRASS FITTINGS, OR THE FULL LENGTH SHALL BE REPLACED PER CURRENT STANDARD DETAIL(S). WHEN POLYBUTYLENE (PB) TUBING IS DAMAGED OR TAMPERED WITH IN ANY WAY, THE FULL LENGTH OF SERVICE LINE SHALL BE REPLACED. (NOTE: FULL LENGTH IS FROM THE CORPORATION STOP TO THE METER.) REPAIR COUPLINGS ARE NOT ALLOWED FOR ANY WATER OR WASTEWATER SERVICE LINE REPAIR, RECONNECT, OR REPLACEMENT. 12. WATER DISPATCH AND THE AFFECTED CUSTOMERS A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE. 13. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION INSPECTOR SO THAT HE CAN NOTIFY THE AUSTIN WATER AT 972-0000 AT A MINIMUM OF 72 HOURS PRIOR TO RELOCATING ANY DOMESTIC OR FIRE DEMAND WATER METERS. THE CONTRACTOR SHALL CAREFULLY REMOVE ALL METERS AND METERS BOXES THAT ARE INDICATED TO BE RELOCATED OR SALVAGED. THE CONTRACTOR SHALL INSTALL THE REMOVED METER OR CITY PROVIDED METER AT THE NEW LOCATION INDICATED ON THE CONSTRUCTION PLANS. 14. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS OF EXISTING UTILITIES, BELOW GROUND AND OVERHEAD, PRIOR TO STARTING ONSITE UTILITY WORK. 15. MANUAL AND TCEQ CHAPTERS 210, 217, AND 290. 16. SHOP DRAWINGS SHALL INCLUDE THE FLOWLINE ELEVATION OF ALL CONNECTING PIPES; ELEVATIONS OF TRANSITIONS FROM LARGE DIAMETER SECTIONS TO 48" DIAMETER SECTIONS; TOP OF MANHOLE AND SURROUNDING GROUND ELEVATIONS; AND DETAILS OF SPECIAL CONSTRUCTION CONSIDERATIONS SPECIFIED IN THE CONTRACT DOCUMENTS. 17. WHEN CONCRETE MANHOLES LARGER THAN 48 INCH DIAMETER ARE USED, DRAWINGS THAT ARE SEALED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR BASE SLABS, FLAT TOP LIDS (IF USED), AND FLAT TYPE CONCRETE PIECES USED TO TRANSITION FROM LARGER TO SMALLER DIAMETER MANHOLE SECTIONS. 18. PRIOR, TO PIPELINE OPERATIONS DISTRIBUTION SYSTEM -VALVES AND HYDRANT SERVICES SUPERVISOR AT 512-972-1280. 19. AND GIVEN IMMEDIATELY TO THE CITY OF AUSTIN INSPECTOR. 20. NUMBERS WILL NOT BE REQUIRED TO BE PLACED ON THE PLAN SHEET. A SEPARATE AUSTIN WATER TAPS OFFICE FORM WILL BE USED TO PROVIDE RELEVANT DATA FOR THE EXISTING INFORMATION ON EXISTING METERS TO RECEIVE APPROPRIATE CREDITS. THIS FORM SHALL BE DIRECTLY SUBMITTED TO AUSTIN WATER TAPS OFFICE FOR REVIEW AND PROCESSING. 21. NO CONNECTION MAY BE MADE BETWEEN THE PRIVATE PLUMBING AND AUSTIN WATER INFRASTRUCTURE UNTIL A CITY APPROVED WATER METER HAS BEEN INSTALLED. 22. METER BOXES AND CLEAN OUTS SHALL NOT BE LOCATED WITHIN PAVED AREAS SUCH AS DRIVEWAYS AND SIDEWALKS. THE ENGINEER SHALL CALL OUT THE SIZE, TYPE AND USE (DOMESTIC OR IRRIGATION) OF ALL EXISTING WATER METERS TO BE RELOCATED OR REPURPOSED. WATER METER WHEN AN EXISTING WATERLINE SHUT OUT IS NECESSARY AND POSSIBLE, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION INSPECTOR WHO WILL THEN NOTIFY AUSTIN ALL EXISTING WATER METERS IDENTIFIED TO BE RELOCATED OR ABANDONED AT THE DEVELOPMENT SHALL BE REMOVED FROM THE METER BOX PRIOR TO CONSTRUCTION PROJECT-SPECIFIC SHOP DRAWINGS SHALL BE SUBMITTED FOR AW APPROVAL FOR PRE-CAST CIRCULAR VERTICAL MANHOLE SECTIONS LARGER THAN 48" DIAMETER. THE ALL FIRE HYDRANTS AND VALVES THAT ARE TO BE ABANDONED SHALL BE REMOVED, SALVAGED AND RETURNED TO AUSTIN WATER. NOTICE SHOULD BE GIVEN 48 HOURS ALL WATER, WASTEWATER, AND RECLAIMED MAINS SHALL BE INSTALLED IN ACCORDANCE WITH THE SEPARATION DISTANCES INDICATED ON THE PLANS, PER UTILITY CRITERIA 1 2 0 2 r e b o t c O R E T A W N T S U A I I N T S U A F O Y T C I 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I I K R A P L A R T S U D N I H C R I R D O D E N A L B A H P L A R 0 3 1 8 4 7 8 7 S A X E T , N T S U A I I D N A N O T A M R O F N I L A R E N E G R E T A W N T S U A I I I D N A S E T S L A C R E M M O C R O F S E T O N N O T C U R T S N O C I S N A L P N O S V D B U S I I I AW EXPIRATION STAMP CITY APPROVAL STAMP AUSTIN WATER GENERAL INFORMATION AND CONSTRUCTION NOTES N A L P L I V I C E T I S 16 of 31 SP-2022-0364C PROPOSED PRODUCT TYPE (TO BE INSTALLED) LENGTH OF PIPE (L.F.) SIZE OF PIPE (INCH) NO. OF SERVICES AW INFRASTRUCTURE INFORMATION WATER MAIN WASTEWATER MAIN RECLAIMED WATER MAIN WATER SERVICE WASTEWATER SERVICE RECLAIMED WATER SERVICE EXPAND OR REDUCE TABLE AS NEEDED* THE INFORMATION INCLUDED IN THIS TABLE ARE APPROXIMATE VALUES ESTIMATED BASED ON GENERAL ENGINEERING GUIDELINES 3.71 FT 2" 1 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I DUMPSTER ENCLOSURE DETAIL AUSTIN CIVIL ENGINEERING, INC SITE DETAIL · · · · · · · · · 6" GAP FIRE LANE TOW AWAY ZONE FIRE LANE TOW AWAY ZONE GUTTER FLOW LINE 5 ' M A X . 3 TOP OF CURB FIRE LANE DETAIL 9 CITY APPROVAL STAMP DETAILS: SITE 17 of 31 SP-2022-0364C 11 WOOD FENCE POST INSTALLATION Scale: NTS 5 HANDICAP SIGN Scale: NTS SIGN POST DETAIL 4 7 HANDICAPPED PARKING SPACES Scale: NTS 6 INTERNATIONAL HANDICAP SYMBOL Scale: NTS 8 HANDICAP SIGN ASSEMBLY Scale: NTS 10 LOADING ZONE SIGN R8-3gP Scale: NTS · · · · DIRECTION OF FLOW POSTS 4 FT SPACING (BOTH SIDES) ANCHOR POSTS OR EARTH ANCHORS PLACE ADDITIONAL MULCH MATERIAL TO FILL SEAM BETWEEN THE SOCK AND THE GROUND MIN. 24" MULCH MATERIAL MULCH SOCK MATERIAL USE UNTREATED WOOD CHIPS PRODUCED FROM A 3 (THREE) INCH MINUS SCREENING PROCESS (EQUIVALENT TO TXDOT ITEM 161, COMPOST, SECTION 1.6.2.B, WOOD CHIP REQUIREMENTS). MULCH CONSISTS PRIMARILY OF ORGANIC MATERIAL, SEPARATED AT THE POINT OF GENERATION, AND MAY INCLUDE: SHREDDED BARK, STUMP GRINDINGS, OR COMPOSTED BARK. LARGE PORTIONS OF SILT, CLAYS, OR FINE SANDS ARE NOT ACCEPTABLE IN THE MULCH. MULCH SOCK MULCH SOCK MINIMUM 12" (300 mm) OVERLAP DO NOT STACK MULCH SOCKS NOTES: 1. INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF 600mm (24 inches). IF WOOD POSTS CANNOT ACHIEVE 600mm (24 inches) DEPTH, USE STEEL POSTS. EARTH ANCHORS ARE ALSO ACCEPTABLE. STEEL OR WOOD POSTS WHICH SUPPORT THE MULCH SOCK SHALL BE 2. SOCK IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. IN ORDER TO PREVENT WATER FROM FLOWING BETWEEN THE JOINTS OF ADJACENT ENDS OFMULCH SOCKS, LAP THE ENDS OF ADJACENT MULCH SOCKS A MINIMUM OF 300mm (12 inches). THE TOE OF THE MULCH SOCK SHALL BE PLACED SO THAT THE MULCH 3. CONTAMINANTS, AND MATERIAL TOXIC TO PLANT GROWTH; IT IS NOT ACCEPTABLE FOR THE MULCH MATERIAL TO CONTAIN GROUND CONSTRUCTION DEBRIS, BIOSOLIDS, OR MANURE. MULCH MATERIAL MUST BE FREE OF REFUSE, PHYSICAL 4. OR RECYCLABLE SUCH AS BURLAP, TWINE, UV PHOTOBIODEGRADABLE PLASTIC, POLYESTER, OR ANY OTHER ACCEPTABLE MATERIAL. SOCK MATERIAL WILL BE 100% BIODEGRADABLE, PHOTODEGRADABLE, 5. STEEPER THAN 2:1 AND SHOULD NOT EXCEED THE MAXIMUM SPACING CRITERIA PROVIDED IN CITY OF AUSTIN ENVIRONMENTAL CRITERIA MANUAL TABLE 1.4.5.F.1 FOR A GIVEN SLOPE CATEGORY. MULCH SOCKS SHOULD BE USED AT THE BASE OF SLOPES NO 6. OF 150mm (6 inches). THE SILT SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH WATERSHED PROTECTION DEPARTMENT MULCH SOCK RECORD COPY SIGNED BY MORGAN BYARS 08/24/2010 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 648S-1 2 CONCRETE WASHOUT AREA Scale: NTS RECORD COPY SIGNED BY MORGAN BYARS 09/01/2011 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I 3 SILT FENCE PLACEMENT Scale: NTS J-HOOKS 4 Scale: NTS 5 DEWATERING SKIMMER Scale: NTS CITY APPROVAL STAMP DETAILS: EROSION AND SEDIMENTATION CONTROL 18 of 31 SP-2022-0364C 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I CITY APPROVAL STAMP DETAILS: UTILITY 1 OF 2 19 of 31 SP-2022-0364C 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I CITY APPROVAL STAMP DETAILS: UTILITY 1 OF 2 20 of 31 SP-2022-0364C 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I DRAINAGE BASIN PLAN (for reference only RICH INDUSTRIAL PARK (PHASE II) SP-04-0180C CITY APPROVAL STAMP DRAINAGE BASIN PLAN 21 of 31 SP-2022-0364C 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I INLET BASIN PLAN (for reference only RICH INDUSTRIAL PARK (PHASE II) SP-04-0180C CITY APPROVAL STAMP SP-2022-0364C INLET BASIN PLAN 22 of 31