5 SP-2022-0364C - Rich Industrial Park Part 3 — original pdf

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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 PONDS #2 PLAN (for reference only RICH INDUSTRIAL PARK (PHASE II) SP-04-0180C CITY APPROVAL STAMP PONDS #2 PLAN 23 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 OUTLET STRUCTURE AND SPLITTER BOX DETAILS (for reference only RICH INDUSTRIAL PARK (PHASE II) SP-04-0180C CITY APPROVAL STAMP OUTLET STRUCTURE AND SPLITTER BOX DETAILS 24 of 31 SP-2022-0364C l l i w 2 4 6 0 (S60°48'00"E 347.88') S63°03'23"E 347.90' per Doc. No. 201100155 per Doc. No. 2020115774 ex. caged rock 2 4 5 9 2 4 5 8 1 2 4 5 7 ST12 2 4 5 6 2 4 5 5 ST12 1 ST12 S T 1 2 S T 1 2 S T 1 2 1 691 692 1 9 6 3 9 6 6 9 4 2 4 5 2 1 4 9 6 6 9 4 4 9 6 3 9 6 1 0 9 6 1 9 6 2 9 6 0 9 6 0 9 6 1 9 6 1 9 6 2 4 5 1 A1' 0 9 6 1 9 6 2 9 6 A1 0 9 6 1 9 6 2 9 6 3 9 6 (1) sr3 1 SHADE TREE, 3" CALIPER · 1.5" PARKING · 1.5" MITIGATION 8' . 9 4 1 694 694 e x , c o n c r e t e w a l l 2 4 5 0 1 1 E U ex. concrete 1 e x . c u r b FIR E L A N E F I R E L A N E F I R E L A N E N O P A 1 9 R K 6 I N G - E X F I R E L A N E . F I R E L A N E F I R E L A N E 1 9 6 F I R E L A N E F I R E L A N E 0 9 6 F I R E L A N E 0 9 6 I ex. concrete 0 9 6 F R E L A N E 0 9 6 0 9 6 e x c u r b e x c o n c r e t e 685 FIRELANE F I R E L A N E e x F I R E c u r b L A N E 0 9 6 0 9 6 690 1 6 9 0 691 690 2 4 5 3 1 9 6 2 4 5 4 691 1 FIRELANE 1 9 6 6 0 9 FIRELANE FIRELANE N O P A R K I N G - E X . F I R E L A N E S T 1 2 1 FIRELANE e x . c u r b EX SSL24 6 8 8 6 8 8 83 .69 l f 24 " HDPE EX SSL24 EX SSL24 6 9 0 EX SSL24 EX SSL24 1 9 6 6 9 0 ex. asphalt parking lot E X S S L 1 8 ex curb FIRELANE 2 4 3 1 2 4 3 2 1 9 6 1 9 6 1 Utility E 5' P riv ate s m nt' 9 6 EX SSL24 E N A L E R E N A L E R I F I F . X E - G N I K R A P O N E X S S L 1 8 6 0 9 E N A L E R I F e x c u E r N b A L E R I F 1 1 5 . 1 0 l f 1 8 " H D P E E X 9 S S L 1 8 8 6 0 9 6 9 8 6 F I R E L A N E 2 4 3 0 FIR E L A N E FIRELANE e F I x R E L c u r A N E b 5' P.U.E. per Vol. 8624 Pg. 200 E X S S L 1 8 6 8 8 9 8 6 9 8 6 6 8 7 F I R E L A N E 8 5 . 6 0 l f 1 8 " H D P E 687 E X S S L 1 8 F I E X S S L 1 8 L E E A R N E X S S L 1 8 8 8 6 6 8 E X S S L 1 8 7 E X S S L 1 8 8 8 6 E X S S L 1 5 6 8 8 687 e x c u r b e x . c o n c r e t e 6 8 8 F I R E L A N E F I R E L A N E F I R E L A N E 689 F I R E L A N E 689 689 e x c u r b 689 1 L X W E W L 4 e x E X W c o n c r e t e 1 L X W E 1 L X W E E X W W L 4 E N A L E R F I R E L A N E I F . X E - G N F I I R E L A N E 690 K R A P 690 9 8 6 FIR E L A N E FIRELANE 689 1 9 6 N O P A R K 689 I 691 I . . F R E L A N E N G e - x E X c u F b R E L A N E 690 r I F I R E L A N E 6 9 1 690 E X S S L 1 5 E X S S L 1 E 5 X W L 1 0 E X S S L 1 5 1 6 9 . 8 6 9 3 1 l f 1 5 W " L 1 0 E X H D EX WWL4 P E E X W L 1 0 E X S S L 1 5 6 9 1 EX W WL4 E X W L 3 6 9 2 E X EX WWL4 W L 3 6 9 2 E X W L 3 E X 6 9 1 ex asphalt parking lot W W L 6 E X W L 3 6 9 3 1 L X W E E X W W L 4 O N L X W E 1" W S 1 V L X W E C E X W W L 4 690 1 F I R E L A N E E X W W L 6 1 L X W E E X W 4" W W L 4 6 9 1 W SVC F I E X W W L 4 E X 1 L X W E W W L 6 690 2 4 3 4 R E L A N E 6 9 1 F I R E L A N E 6 9 1 6 9 2 E X W L 1 0 E X W L 3 E X W L 1 0 6 9 2 1 L X W E E X W W L 6 1 L X W E E X W W L 6 E X W L 3 6 9 3 E X W L 3 E X W L 1 0 E X W L 3 1 L X W E E X W W L 6 1 L X W E 6 9 E X W 3 W L 6 E X W L 1 0 1 L X W E 6 9 2 FIRELANE e x c u r b 9 8 8 6 8 5 6 . 9 4 l f 1 5 " H D P E EX SSL15 6 EX SSL15 EX SSL15 EX SSL15 0 9 6 6 9 1 EX SSL15 FIRELANE 2 9 6 6 9 3 FIRELANE g w d . n i t s u a E X S S L 1 8 , k r a p l a i r t s u d n i h c i r \ n i t s u a , k r a p l a i r t s u d n i h c i r \ s r e g d o n a i r b , g n e l i i v c n i t s u a _ n i t s u a , k r a p l a i r t s u d n i h c i r \ s t c e o r p \ x o b p o r d a b \ : d M P 5 4 : 2 3 2 0 2 / 8 2 / 0 1 j l l r i a b l l i w E X S S L 1 8 E X S S L 1 8 E X S S L 1 8 E X S S L 1 8 E X S S L 1 8 E X S S L 1 8 E X S S L 1 8 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 E X S S L 1 5 690 E X W L 6 E X W L 6 F I R E L A EX WL1 N E EX WL1 EX WL1 1 " W S V C EX WL1 EX WL1 EX WL1 EX WL1 EX WWL4 EX WWL4 F I R E L A N E 6 9 4 EX WWL4 EX WWL4 6 9 3 4 " W W S V C EX WWL4 EX WWL4 e x c u r b F I R E L 6 A 9 N 4 E V A N F I R E L A N E 6 9 4 FIRELANE 2 9 6 1 2 9 6 2 4 3 3 1 6.74 ACRES SURVEYED 130 RALPH ABLANEDO, LLC (6.74 ACRES) General Warranty Deed Document No. 2020115774 E X W W L 4 E X W W L 4 E X W W L 4 E X W W L 4 6 9 5 E X W W L 4 4 " W W S V C e x c o n c r e t e F I R E L A N E 6 9 5 WL4 EX W F I R E L A N E EX WL1 EX WL1 EX WL1 EX WL1 1 " W S V C EX WL1 EX WL1 HC F I R E L A N E E X W L 1 e E x X W L c 1 o n EX WL1 c r e t e e x c o n c r e t e w a l l 4 9 6 N O P A R K F I R E L A N E I N G - E X . F 695 I F I R E L A N E R E L A N E E X W W L 6 1 L X W E E X W W L 6 E X W L 3 FIR E L A N E E X W L 3 WL4 EX W 6 9 5 6 9 4 E X W L 3 WL4 EX W E X W L 1 0 1 L X W E 6 9 4 E X W W L 6 E X W L 3 4 L W W X E E X W L 1 0 1 L X W E 4 L W W X E 1 L X W E E X W W L 6 E X W L 3 E X W L 3 E X W L 3 E X W L 3 6 9 5 E X W L 3 E X W L 1 0 4 L W W X E 1 L X W E E X W W L 6 695 1 L E X W X E W L 1 0 6 9 3 FIRELANE 6 9 4 E X W L 3 E X W L 3 E X W L 3 v E X W L 3 U E X W L 6 t i l i t y W L 1 0 E s m n t ' R 9 8 6 8 8 6 0 9 6 6 9 1 6 9 2 Know what's below. Call before you dig. e x c u r b Contractors: email info@blairla.com with RFIs, submittals, & inspection scheduling Schedule inspections at least 2 weeks in advance 2 5 695 L X W E W W L 6 E X F E X E X 1 I ' R E L A N E E X W L 6 W W L 6 E X W L 6 E X W L 6 3 9 6 2 4 4 8 4 9 6 U E E U 4 9 6 1 e 4 9 6 4 9 6 E U 1 a/c pad 2 4 4 7 1 4 9 6 4 9 6 5 9 6 56.4' 4 9 6 5 9 6 2 4 4 6 5 9 6 5 9 6 a/c pad 4 L W W X E E X W L 1 E X W L 1 4 L W W X E E X W L 1 E X W L 1 4 L W W X E 4 L W W X E E X W L 1 4 L W W X E E X W L 1 E X W L 1 E X W L 1 4 L W W X E 4 L W W X E 4 L W W X E 4 " W W 4 L W W X E S V C 4 L W W X E E X W 1 L 1 " W E X S W L V 1 C E X W L 1 E X W L 1 4 L W W X E 4 L W W X E 4 L W W X E E X W L 1 E X W L 1 E X W L 1 4 L W W X E 4 L W W X E E X W W L 4 E X W L 1 E X W L 1 REFERENCE NOTES SCHEDULE PLANT SCHEDULE SYMBOL DESCRIPTION 1 2 3 Lawn, Sod Steel Edge Mulch B E N C H M A R K f o u n d . r o d r o n i o n = 6 9 1 . 7 5 ' T o p o f E l e v a t i SOUTHSIDE STORAGE SUBDIVISION Document No. 201100155 LOT 1 BLOCK A TREES bo4 lo3 sr3 SHRUBS gs m COMMON NAME Burr Oak Live Oak Shumard Red Oak BOTANICAL NAME Quercus macrocarpa Quercus virginiana Quercus shumardii ORNAMENTAL TREES trb1.5 COMMON NAME Texas Redbud BOTANICAL NAME Cercis canadensis texensis CAL 1.5"Cal SIZE 6` H min COMMON NAME Green Cloud Sage Maiden Grass BOTANICAL NAME Leucophyllum frutescens `Green Cloud` TM Miscanthus sinensis `Gracillimus` 1 e 1 ) ' 8 4 . 7 8 1 0 3 6 . g P E " 4 1 ' 0 3 5 8 . l o V r e p 9 0 ° 2 1 N ( 4 7 7 5 1 1 0 2 0 2 ) ' 0 6 . 6 8 1 E " 8 3 ' . o N . c o D r e p E " 8 3 ' 8 5 ° 9 0 N 8 5 ° 9 0 N ( (S60°21'E 244.32') per Vol. 8530 Pg. 630 (S62°44'29"E 244.46') per Doc. No. 201100155 244.46' 1 S62°41'05"E PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE UE 4 2 T S e n d o f f e n c e UE 1 6 8 0 UE 1 WILLIAM CANNON LEAGUE ABSTRACT NO. 6 (1) lo3 (1) sr3 1 1 5 8 6 W I L L I A M C A N N O N L E A G U E A B S T R A C T N O . 6 UE w 6 8 1 (1) bo4 (1) bo4 U E UE SHADE TREE, 4" CALIPER · 4" MITIGATION U E 1 (1) sr3 (1) lo3 UE 1 UE 8 8 6 7 8 6 UE 0 9 6 9 8 6 UE SHADE TREE, 3" CALIPER · 1.5" PARKING · 1.5" MITIGATION JEFFERY WAYNE RICH (0.976 Acre) Document No. 2007166060 (1) sr3 UE 6 8 6 t f o r m e r i o n o f l y a p o r ( 7 . 7 2 5 6 A c r e s ) M i c k e y R i c h P l u m b i n g a n d H e a t r a n t y D e e d V o l u m e 8 8 5 5 P a g e 9 7 5 UE W a r UE UE 1 I n c . i n g , 4 8 6 3 J E F F E R Y W A Y N E R I C H ( 0 . 9 7 6 A c r e ) r a n t y D e e d 2 0 0 7 1 6 6 0 6 0 W a r S p e c i a l i n V o l u m e 8 5 3 0 P a g e 6 3 0 N o . D o c u m e n t i b e d UE UE UE 8 6 E U UE d e s c r (1) lo3 U E UE U E UE 2 8 6 SHADE TREE, 3" CALIPER · 1.5" PARKING · 1.5" MITIGATION 1 8 6 u n f e n c e d 1 8 6 . 6 0 ' ( 1 8 6 . 8 E 1 ' ) U E U 2 9 6 1 9 6 1 (1) sr3 U E UE U E 1 1 3 9 5 3 9 4 1 3 9 3 1 3 9 2 1 681 3 9 1 3 9 0 3 8 9 SHADE TREE, 4" CALIPER · 4" MITIGATION (1) bo4 N75°13'53"W 259.69' (N72°54'W 259.90') per Vol. 63 Pg. 14 (N72°57'15"W 259.93') per Vol. 8530 Pg. 630 SIZE 6` H min 6` H min 6` H min CAL 4"Cal 3"Cal 3"Cal SIZE CONT - - - CONT - CONT 5 gal 5 gal QTY 3 3 5 QTY 1 18 10 E U E X W UE 2 L E U E U UE E X W 2 L m e t a l f e n c e s h e e t E X W L 2 E U E U TREE SUMMARY Surveyed: Total Appendix F tree inches surveyed; 1,044.25 Heritage tree inches surveyed; 432.25 Non-Appendix F tree inches surveyed; 0 Invasive tree inches surveyed; 25 Removed: Total Appendix F inches removed; 82.5 Heritage Tree inches removed; 0 Total Non-Appendix F inches removed; 0 Invasive inches removed; 10 Total Dead, Diseased, or Imminent Hazard (DDI) inches removed; 0 DDI Appendix F inches removed; 0 DDI Heritage tree inches removed; 0 DDI Non-Appendix F inches removed; 0 DDI Invasive inches removed; 0 Mitigation: Total mitigation replacement inches planted; 24 Total replacement inches planted on site (private trees); 24 Total replacement ROW inches planted; 0 Private inches owed to Urban Forest Replenishment Fund (UFRF); 39.25 Public inches owed to UFRF; 0 Total non-mitigation inches planted on site; 13.5 1 4 2 T S gs E x w a t e r . m e t e r w 3 8 3 0 5 (1) trb1.5 . 1 gs 4 2 T S gs gs 2 4 gs T S gs 8 6 0 5 . 1 8 6 2 1 8 3 6 0 8 6 S T 6 9 7 6 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 7 6 8 T 6 S S T 6 S T 6 0 5 . S T 6 7 7 6 E X W L 2 E U E X W L 2 E X W A L 2 E U ( g r E X W L 2 E U E U a E U v E X W L 2 e 3 8 4 l E X W L 2 E U r o E X W L 2 a E U E U 1 m 4 2 T m S m m S T 6 0 8 6 4 2 m T S gs 6 T S gs 4 2 T S gs gs 4 gs 2 T S gs 2 3 0 0 8 5 . 1 6 8 6 8 7 6 1 S T 1 8 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE E U E U d ) E U E X W L 2 E X W L 2 E U E X W L 2 3 8 5 E U E X W L 2 E U E U E X W S L 2 1 E 8 U ( S 1 6 V ° o 0 l . 8 2 ' 2 ° 1 E 1 X W ' 2 L 2 7 3 " E 5 0 " E 0 P 1 E E X W U L 2 1 5 g . 6 9 . 3 3 0 3 ') 5 9 . 3 E X W 3 ' L 2 E U E X L 2 W W W W E X E W U L 2 _ I D E U E U : 3 6 E X W L 2 2 , 4 E U 5 4 E E X W L 2 X . 2 . 2 E X E W U L 2 g r a v e l r o a d 5 " ( C I ) E X W L 2 E U E X W L 2 C m 4 2 m T S m m m S T 1 8 1 8 6 0 5 . 1 8 6 681 gs 4 2 T gs S 3 8 6 3 8 7 1 gs 4 gs 2 T S gs gs 4 2 T S 3 8 8 NOTES · If establishing vegetation during any stage of a drought, Section 6-4-30 may require a variance. Contact Austin Water Conservation staff at waterusecompvar@austintexas.gov or call (512) 974-2199. All landscaped areas are to be protected by 6 inch wheel curbs, wheelstops or other approved barriers as per ECM 2.4.7. [LDC 25-2-1004(A), ECM 2.4.7(A)] The Owner will continuously maintain the required landscaping in accordance with LDC Section 25-2-984. The irrigation will comply with City Code Chapter 6-4, Article 2, Division 2 regarding the City’s water conservation restrictions. This project meets the requirements of Chapter 25-2 Article 9 of the Land Development Code. Sprinklers are prohibited within 15 feet of transmission poles. Shrubbery shall not obstruct access to the base of the transmission structures. Climbing vegetation on electric facilities is prohibited. Compost and mulch are prohibited above the concrete foundation of the transmission poles. Provide mulch tree ring for all trees outside of beds. Install per detail #1 on specifications sheet. Provide bubbler. Mulch is in addition to quantities listed. Contractor is responsible for verifying all plant and material quantities. Irrigation sleeves shall be run to all landscaped areas prior to concrete pour. Any topsoil salvaged and used onsite should comply with the City of Austin Standard Specification 601S. Drip irrigation in all beds, & spray irrigation in all lawn areas. E · · · · · · · · · · · E U · E X W E L U 2 E X W L 2 E X W L 2 E U l i s t e i n d a H U D o s " B A P C c . 2 r i v 0 1 1 a t e H L A 0 D N 0 1 r i v 5 5 e " E E U E U DATE OF SURVEY: DECEMBER 3, 2021 DATE OF SURVEY: FEBRUARY 23, 2021 TREE LIST Legend: M = Multi-trunk trees H = Heritage trees R = Removed trees TREE ID# SIZE SPECIES 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" HACKBERRY (M) 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 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) SPECIES LIVE OAK (H) LIVE OAK LIVE OAK CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM LIVE OAK (H) TREE LIST CONTINUATION: TREE ID# SIZE 25.5" 2430 17" 2431 14.5" 2432 19.5",43" total 52.75" LIVE OAK (H)(M) 2433 11.5" 2434 12.5" 2435 8" 2436 8.5" 2437 10" 2438 9.5" 2439 44.5" 2442 3.5", 9" total 10.75" HACKBERRY (M) 2443 11.5" 2444 5", 2-10.5" total 18.25" HACKBERRY (M) 2445 LIVE OAK (H) 39" 2446 LIVE OAK (H) 25" 2447 23" 2448 LIVE OAK (removed) 22.5", 27" total 38.25" LIVE OAK (H)(M) 2450 18.5" 2451 LIVE OAK (removed) 32", 34" total 50" LIVE OAK (H)(M) 2452 19.5" 2453 9" 2454 25.5" 2455 18" 2456 11" 2457 31" 2458 22.5" 2459 22" 2460 LIVE OAK HACKBERRY (removed) LIVE OAK (H) LIVE OAK LIVE OAK LIVE OAK (H) LIVE OAK LIVE OAK HACKBERRY Legend: M = Multi-trunk trees H = Heritage trees removed = Removed trees TREE ID# SIZE A C 383 384 385 386 387 388 389 390 391 392 393 394 395 396 36" 22" 15" 13" 15" 15" 16" 10" 9" 11" 12" 10" 11" 8" 8" 16" 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) N74°15'51"W 50.03' (N72°54'W 50.18') per Vol. 63 Pg. 14 (N72°56'W 49.49') per Vol. 8530 Pg. 630 X D X 4 9 6 X C X 4 7 7 5 1 1 0 2 0 2 . o N ) ' 9 1 . 4 9 7 W " 8 3 ' 8 5 ° 9 0 S ( . c o D r e p X 2 4 4 5 5 9 6 X X 5 9 6 2 4 4 4 X X B X 12.2' X A X LANDSCAPE CALCULATIONS REQUIRED 91,029sf PROVIDED REQUIRED N/A TOTAL SITE AREA (LOC) _______________________________________________________________________________ STREET YARD Total Area Landscaped Area Trees _______________________________________________________________________________ EXISTING TREES Appendix F Trees TOTAL KEPT REMOVED REQ. MITIGATION --sf --sf (--%) -- --sf (20%) -- PROVIDED 432.25" --" --" (300%) 432.25" 131" 108" 23" 481" 400.5" 80.5" 40.25" (50%) 23" (100%) --" --" --" --" --" --" --" (50%) --" (25%) ' o V 4 5 r e p 63.25" of Mitigation TOTAL: _______________________________________________________________________________ REPLACEMENT TREES Required caliper inches replaced = Number & Size of replacement tree total: 8 5 ° 9 0 S 63.25" 9 1 9 e g a P r e p d a o R c i l b u P ' 0 5 9 9 4 4 e m u l o V t a l p n o 4 1 e g a P n w o h s s a 3 6 e m u l d n a o V d e p o l e v e d n u y l t n e r r u c · Heritage · 19"-Under 24" · 8" to 18.9" All Other Trees ) ' 4 1 9 4 · 19" & greater · 8" to 18.9" 0 0 8 g P . . W " 3 6 . l ' W 8 1 ° 2 1 S ( · 36" by proposed trees ·· 8 trees @ 3"caliper = ·· 3 trees @ 4"caliper = · Less Parking Trees Inches ·· 8 trees @ 1.5" caliper = Total Provided = 24 12 -12 24" · 39.25 caliper inches of trees removed from this site are to be mitigated by a payment of ($7,850.00) to the Urban Forest Replenishment Fund (i.e., private trees). ________________________________________________________________________________ ISLANDS, MEDIANS, OR PENINSULAS · Street Yard (90sf per 12 stalls, -- stalls) · Non Street Yard (60sf per 12 stalls, 50 stalls) --sf 2,262sf REQUIRED PROVIDED 250sf --sf _________________________________________________________________________________ BUFFERING POINTS REQUIRED: N/A PROVIDED: -- _________________________________________________________________________________ INNOVATIVE WATER MANAGEMENT Required Landscape Area = 0sf + 250sf = 250sf 50 Percent of Required Landscape Area = 125sf REQUIRED PROVIDED 125sf 397sf · Landscaping Receiving Stormwater Runoff Total 125sf 397sf INNOVATIVE WATER MANAGEMENT KEY A1' A1 = Landscape Area: A1 Innovative Water Management Calculation ex loading dock INNOVATIVE WATER MANAGEMENT TABLE DRAINAGE AREA DRAINAGE AREA LAND USE(S) LANDSCAPE AREA DRAINAGE AREA TO DESIGNATION (square feet) (square feet) LANDSCAPING RATIO A 604 Sidewalk 250 1.5:1 = Contributing Area: A1' Innovative Water Management Calculation 0 20 40 60 feet N O R T H SCALE: 1" = 20' CASE #: SP-2022-0364C e t a D n o i t p i r c s e D v e R Consultant Seal Company Name and Address m o c . A L r i a B @ o f n l i m o c . A L r i a B w w w . l . e v A s s e r g n o C 0 0 1 1 0 7 8 7 X T , n i t s u A 0 0 0 2 e t S r i a B l . S m a i l l i W 9 7 9 8 - 2 2 5 ) 2 1 5 ( William S. Blair October 28, 2023 Project Name and Address k r a P l a i r t s u d n I h c i R e v i r l D o d e n a b A h p a R 0 3 1 l s a x e T , n i t s u A Sheet Title n a l P e p a c s d n a L Design By: Will Blair Checked By: xxxx Issue Date: 04/08/2022 Project Number: 22036-LP 23 of 26 •No post or footing installation is allowed in the Quarter CRZ. •For any installation in the Half CRZ -Post holes to be dug by hand or air excavated-Post holes shifted to avoid 1.5” diameter or greater roots-A vapor barrier installed between any poured concrete andthe soil. 25l l i w LANDSCAPE PLANTING SPECIFICATIONS A. Guarantee - All labor, materials and plants will be guaranteed for a period of twelve (12) months after the final acceptance of work by Owner. All plants that have died or are unhealthy shall be replaced no later than 30 days from the anniversary date of the final acceptance. This guarantee does not apply to plant material that dies due to abnormal freezes, hail, abnormal high winds, or other acts of God, vandalism or lack of normal maintenance and watering. This guarantee does not apply to annual plantings. B. Contractor is to verify all site dimensions and layout prior to the commencement of landscape construction. Any discrepancies between the drawings and the actual site conditions shall be brought to the attention of the owner’s representative immediately. C. Contractor is responsible for verification of the location of all underground utilities, repair to said utilities as a result of the work of the contractor shall be the responsibility of the contractor. Refer to the drawing for any additional information. D. Contractor is responsible for maintaining positive drainage in all shrub and turf planting areas. E. Tree pits are to be the same depth as the root ball and 24” wider. Prior to planting the pit should be filled with water to check for good drainage. If water does not drain the Contractor should check with the Landscape Architect to relocate the tree. F. Trees should be positioned in the center of the tree pits, back filled with soil that was excavated from the pit until the surface is level with the surrounding area and the crown of the plant is at the finished grade. Build a water basin around the tree (36” dia.). Water until planting pit is soaked and soil has settled. Add soil necessary to bring soil level flush with surrounding ground. Fill the basin with three (3) inches of compost. G. All plant material shall conform to the standards of the latest edition of “American Standard for Nursery Stock” by The American Association of Nurserymen and “Grades and Standards” by The Texas Association of Nurserymen. A plant shall be dimensioned as sit stands in its natural position. All plants shall be at least the minimum size indicated. Larger stock is acceptable at no additional cost, and providing that the larger plants will not be cut back to size indicated. It is the landscape contractor’s responsibility to provide plants free of disease or pests. Space specified quantity of plant materials to evenly fill designated areas, adjusting spacing indicated on the drawings as required. Landscape architect or owner to have final approval of locations of all trees, shrubs and groundcover beds. H. I. J. Contractor is responsible for removing all clods, rocks, concrete, trash and any other debris from beds prior to adding soil ix or plant material. K. All planting beds shall have six (6) inches of "Growers Mix" soil (40% compost, 40% loam, 10% sand) tilled into existing soil in all areas of the bed. A three (3) inch layer of shredded organic hardwood bark mulch shall be applied to all beds after planting is completed. Four (4) inch pots and ground cover may be planted through the mulch. Any topsoil salvaged and used onsite should comply with the City of Austin Standard Specification 601S. L. Contractor is responsible for removal of trash and repair of hazardous conditions (tools, open holes, et.) on a daily basis by the end of the work day. M. Water all plantings in bed areas thoroughly on a daily basis until final acceptance. N. To prepare turf areas treat them with a selective herbicide two weeks prior to O. sodding or seeding. Then rake area to remove stones, sticks and other debris. Soil depth to be 6" for all turf areas. Rake area to a finish grade (1” below walks and curbs). Any topsoil salvaged and used onsite should comply with the City of Austin Standard Specification 601S. If sodding is to take place the sod should be gathered and planted within a 48 hour period. Lay the sod to form a solid mass with tight fitting joints. Butt ends and sides of sod and offset joints in adjacent courses. Roll sod to ensure good contact with soil. If planting on a slope be sure to lay courses parallel to the contours and secure sod with pins if necessary. Site preparation and maintenance will be the same for hydromulching. P. Water sod daily so as to not allow turf blades to wilt. If necessary water twice per day. or planted areas. Q. Apply slow release fertilizer 15-15-15 or equal at a rate of 2 lbs. per 100 s.f. to all turf R. Contractor shall keep all construction areas and public streets free from accumulation of waste material. Upon completion of construction and prior to final approval contractor shall thoroughly clean the site of all trash, spilled soil, and litter, etc. that has resulted from landscape construction operations. Repair all damage to finish grade including tailings from excavations, wheel ruts, etc. caused from construction. All debris, trash and excess materials and equipment shall be removed from the site prior to final acceptance. S. Remove all tags, ribbons and wires from all newly installed plant material. REFERENCE NOTE SPECIFICATIONS LAWN AREAS - SOD / HYDROMULCH / SEED MIX 1. Lawn, Bermuda "Tif 419" Sod. Provide spray irrigation. Temporary irrigation only within septic fields or Right of Way (R.O.W.). Pre emergent weed treatment recommended. g w d . n i t s u a , k r a p l a i r t s u d n i h c i r \ n i t s u a , k r a p l a i r t s u d n i h c i r \ s r e g d o n a i r b , g n e l i i v c n i t s u a _ n i t s u a , k r a p l a i r t s u d n i h c i r \ s t c e o r p \ x o b p o r d a b \ : d M P 6 4 : 2 3 2 0 2 / 8 2 / 0 1 l j l r i a b l l i w Contractors: email info@blairla.com with RFIs, submittals, & inspection scheduling Schedule inspections at least 2 weeks in advance LANDSCAPE MAINTENANCE REQUIREMENTS The owner shall be responsible for: A. Regular maintenance of all required landscape areas and plant materials in a vigorous and healthy condition, free from diseases, pests, weeds, and litter. This maintenance shall include weeding, watering, fertilization, pruning, mowing, edging, mulching or other needed maintenance, in accordance with generally accepted horticultural practice. B. The repair or replacement of required landscape structures (walls, fences, etc.) to a C. The regular maintenance, repair, or replacement, where necessary, of any required structurally sound condition. screening or buffering. D. All open space areas that are to be preserved as natural plant communities shall be trimmed, at least once a year, of all exotic vegetation, lawn grasses, trash, or other debris. Natural area should be mulched, pruned and otherwise maintained so that plants are vigorous. IRRIGATION SPECIFICATIONS A. An area equal to at least 50% of the total required landscaped area on a project must: A.1. A.2. be undisturbed natural area(s) or undisturbed existing trees with no potable irrigation;or be irrigated by stormwater runoff conveyed from impervious surfaces on the site. See Section 2.4.9 (Innovative Water Management for Commercial Landscaping) of the Environmental Criteria Manual for guidance on how to comply with this requirement. Since landscaped areas irrigated by storm water runoff have different plant water requirements, these areas should have separate zone valves and circuits for an automatic irrigation system (refer to Irrigation Guidelines in Appendix O). B. Using irrigation methods described in Section E below, the Owner shall be responsible for supplemental irrigation: B.1. For the first two growing seasons of a newly planted required landscaped area without permanent irrigation (see Section C below). For the purposes of this section, a growing season shall be defined as spring. B.2. Permanently for all newly planted trees in a required landscape area. B.3. Permanently for all newly planted required landscaping located in medians, islands, or peninsulas, except as specified in Section C below. C. Permanent irrigation is not required for newly planted landscaping, other than newly planted trees, if the landscaped area is: C.1. Receiving stormwater runoff in accordance with Section 2.4.9; C.2. Planted with native and/or adapted plants that are drought tolerant (see the Plant Selection and Plant Species sections in 1.6.7.C of this manual for recommendations); Located in areas of the site with low foot-traffic to prevent compaction of the soil; and C.3. C.4. Providing temporary irrigation for the first two growing seasons. Although permanent irrigation is not required under these circumstances, all vegetation must be kept in a healthy condition to achieve permanent vegetative stabilization of the site per Section 1.4.7 of this manual. Permanent vegetative cover stabilizes the soil, reduces damages from sediment and runoff to downstream areas, improves wildlife habitat, and enhances natural beauty. D. No permanent irrigation is required for all or a portion of a required landscaped area that consists of: D.1. D.2. undisturbed natural area; or undisturbed existing trees. the following methods: E.1. E.2. E.3. F.1. F.2. F.3. F.4. otherwise approved; An automatic or manual underground irrigation system (conventional spray, bubblers, drip, A hose attachment within 100 feet of a landscaped area or plant where there is no road or parking pavement between the hose attachment and landscaped area or plant; or A temporary and above ground irrigation system in accordance with the design criteria in Section 25-2-1008 If the site plan area is smaller than 0.5 acres, the site may rely solely on a hose attachment for areas requiring permanent supplemental irrigation, including newly-planted trees. Although the site must still comply with the 50% stormwater irrigation requirement, installation of an underground irrigation system, including bubblers for newly-planted trees, is not required. Provide a moisture level in an amount and frequency adequate to sustain growth of the plan materials on a permanent basis; Be in place and operational at the time of the landscape inspection unless an alternative method is approved under Section 25-2-1008 of the LDC; and Be maintained and kept operational at all times to provide for efficient water distribution. Landscape working plans shall indicate, by a detail a drawing or by specification in a note on the site plan, the nature and location of irrigation which will be used; these should be specific enough to show that adequate irrigation will be provided to all required landscape areas and plant materials and that there is no disturbance to the critical root zones of existing trees. F. The irrigation methods used shall: G. Automatic irrigation systems shall comply with the Irrigation Guidelines. These guidelines shall be noted on the Development Permit (refer to Appendix O) and shall be implemented as part of the landscape inspection. TREE PROTECTION FENCE LOCATIONS NO SCALE LINEAR CONSTRUCTION THROUGH TREES NATURAL AREAS BOARDS LIMIT OF CONSTRUCTION LINE AS SHOWN ON PLAN. X X X X X X X X X X CRZ BOARDS TEMPORARY ACCESS ROAD, EXISTING ROADWAY OR EASEMENT, AS APPROVED. WOOD CHIP MULCH AREA. (4"-6" DEPTH) LIMITS OF WOOD CHIP MULCH AREA AND DISTANCE FROM TRUNK TO WORK AREA SHALL BE SUBJECT TO THE APPROVAL OF THE FORESTRY MANAGER. TREE PROTECTION FENCE. X XX X BUILDING (20'-0'' FOR 20'' DIA. TREE) X X X X X WOOD CHIP MULCH AREA. (4"-6" DEPTH) CRZ X X X C R Z A R S DIU (20'-0'' FOR 20'' DIA. TREE) X X X X X X X X INDIVIDUAL TREE CRITICAL ROOT ZONE (CRZ) RADIUS (1 FT. PER INCH OF TRUNK DIAMETER) X X X X X FENCING AT CRZ. NOTE: X X X LIMITS OF MULCH AREAS AND DISTANCE FROM TRUNKS TO WORK/ PERMEABLE PAVING AREAS SHALL BE SUBJECT TO THE APPROVAL OF THE FORESTRY MANAGER. E. Supplemental irrigation required may be provided utilizing one or a combination of TREE PROTECTION FENCE AT CRZ. DRIPLINE IRRIGATION NOTES (EMC APPENDIX O) Automatic irrigation systems shall comply with TCEQ Chapter 344, as well as the following requirements: 1.These requirements shall be noted on the Site Development Permit and shall be implemented as part of the landscape inspection: A.the system must provide a moisture level adequate to sustain growth of the plant materials; B.the system does not include spray irrigation on areas less than ten (10) feet wide (such as medians, buffer strips, and parking lot islands); C.circuit remote control valves have adjustable flow controls; D.serviceable in-head check valves area adjacent to paved areas where elevation differences may cause low head drainage; E.a master valve installed on the discharge side of the backflow preventer; Fabove-ground irrigation emission devices are set back at least six (6) inches from impervious surfaces; G.an automatic rain shut-off device shuts off the irrigation system automatically after more than a one-half inch (½") rainfall; and H.newly planted trees shall have permanent irrigation consisting of drip or bubblers. 2.The irrigation installer shall develop and provide an as-built design plan to the City at the time the final irrigation inspection is performed; A.unless fiscal security is provided to the City for the installation of the system, it must be operational at the time of the final landscape inspection. 3.The irrigation installer shall also provide exhibits to be permanently installed inside or attached to the irrigation controller, including: A.a laminated copy of the water budget containing zone numbers, precipitation rate, and gallons per minute; and a zone map with the isolation valve location. 4.The irrigation installer shall provide a report to the City on a form provided by Austin Water certifying compliance with Subsection 1. When the final plumbing inspection is performed by the City. TREE PROTECTION FENCE - CHAIN LINK NO SCALE NOTE: * SEE ANSI A300 (PART1) FOR ADDITIONAL INFORMATION REGARDING PRUNING STANDARDS * SEE ANSI 260.1 FOR NURSERY STOCK STANDARDS * STAKING MAY BE USED AT THE DISCRETION OF THE APPLICANT. POST AND TIES ARE TO BE ESTABLISHED WITHOUT HARMING THE TREE (E.G. NON-BINDING STRAPS, POSTS ESTABLISHED OUTSIDE OF ROOTBALL) BUT ENSURE THAT ALL STAKING MATERIAL IS REMOVED AFTER ONE YEAR I = T H G E H E L O H F O T H G E H I L L A B T O O R DO NOT PRUNE TERMINAL LEADER REMOVE DEAD OR BROKEN BRANCHES ONLY e t a D n o i t p i r c s e D v e R REMOVE NURSERY APPLIED TREE WRAP, TAPE, OR STRING FROM TREE TRUNK AND CROWN. REMOVE ANY TAGS OR LABELS REMOVE SUCKERS ORGANIC MULCH 3" DEEP LEAVING 6" DIAMETER CIRCLE OF BARE SOIL AROUND TRUNK OF TREE IDENTIFY TRUNK FLARE AND SET ROOT BALL LEVEL TO GRADE OR SLIGHTLY ABOVE GRADE (1/2") CENTER ROOTBALL IN PLANTING HOLE. LEAVE BOTTOM OF PLANTING HOLE FIRM. DO NOT AMEND SOIL UNLESS PLANTING IN POOR OR SEVERLY DISTURBED SOIL OR BUILDING RUBBLE. USE WATER TO SETTLE SOIL AND REMOVE AIR POCKETS, AND FIRMLY SET TREE. GENTLY TAMP IF NEEDED BREAK UP (SCARIFY) SIDES OF PLANTING HOLE REMOVE NURSERY MATERIAL SURROUNDING ROOTBALL PRUNE GIRDLING ROOTS Consultant Seal Company Name and Address m o c . A L r i a B @ o f n l i m o c . A L r i a B w w w . l . e v A s s e r g n o C 0 0 1 1 0 7 8 7 X T , n i t s u A 0 0 0 2 e t S r i a B l . S m a i l l i W 9 7 9 8 - 2 2 5 ) 2 1 5 ( EXISTING SUBSTRATE HOLE WIDTH = 3 X WIDTH OF ROOTBALL WATER WELL: 4" HIGH AT SHRUB, NO WATER WELL AT LAWN AREA. " 2 + L L A B T O O R N O L L A G 5 T A " 4 1 N O L L A G 1 T A " 8 N O L L A G 5 1 T A " 0 2 1" = 1'-0" 3 X ROOTBALL 18" AT 1 GALLON 33" AT 5 GALLON 48" AT 15 GALLON SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. 3" DEEP ORGANIC MULCH AT WATER WELL. FINISHED GRADE. PLANT TABLETS AS NOTED OR SPECIFIED. BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. NATIVE SOIL MIX FIRMLY COMPACTED. GROUP OF TREES FENCING AT CRZ. (TYP.) CHAIN LINK FENCE. ) ' ' 0 - ' 5 ( (10'-0'') MAXIMUM DRIPLINE (VARIES) FENCE LOCATION (LIMITS OF CRITICAL ROOT ZONE) RADIUS=1 FOOT PER INCH OF TRUNK DIAMETER LIMITS OF VARIES CRITICAL ROOT ZONE RADIUS=1 FOOT PER INCH OF TRUNK DIAMETER WOOD CHIP MULCH. (6'' DEPTH) *AS NEEDED TO PROVIDE NECESSARY WORK SPACE. IF LESS THAN 5', THEN ADD BOARDS STRAPPED TO TRUNK. TREES NEAR CONSTRUCTION ACTIVITY NECESSARY WORK AREA (WOOD CHIP MULCH) (4" TO 6" DEPTH) TREES IN PAVING AREA FENCE AT CRZ PRIOR TO CLEARING, GRADING AND PAVING. PERMEABLE PAVING AREA. X X X X X X X X X X X CRZ X X X X X X CURB FENCE LOCATION DURING PERMEABLE PAVING INSTALLATION. ADD BOARDS STRAPPED TO TRUNK WHEN FENCE X X X WILL BE LESS THAN 5' FROM TRUNK. CASE #: SP-2022-0364C William S. Blair October 28, 2023 Project Name and Address k r a P l a i r t s u d n I h c i R e v i r l D o d e n a b A h p a R 0 3 1 l s a x e T , n i t s u A Sheet Title & e p a c s d n a L n o i t a g i r r I s n o i t a c i f i c e p S Design By: Will Blair Checked By: xxxx Issue Date: 04/08/2022 Project Number: 22036-LP 24 of 26 26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 LAND STATUS DETERMINATION LETTERS 27 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 ELEVATION AND SITE CROSS SECTION EXHIBIT 28 of 31 SP-2022-0364C E N I L Y T R E P O R P NEW 1-STORY BUILDING, 30' MAX HT PROJECTING AWNING @ ALL ENTRANCES & EXIST, TYP. 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 TYPICAL CROSS SECTION CITY APPROVAL STAMP ELEVATION AND SITE CROSS SECTION EXHIBIT 2 29 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 ' H T = " R 1 : O E L N A C S LANDUSE: COMMERCIAL ZONING: MF-4-CO X . 2 . 2 5 " ( C I) X W L 2 E 2 X W L E C d a e l r o v g r a 6 _ I D : 3 4 E 5 2 , 4 X W L E 2 W W X W L 2 W E 3 3 ') 0 9 . 3 5 X W L 9 . 3 5 g . 6 1 E 3 ' 2 0 " E 1 0 P 3 7 " E 5 ( S 1 1 V 6 ° 2 ' 2 0 o l. 8 1 '2 1 ° 8 2 X W L S E 2 X W L E E N e " 5 5 A H L a t e D riv 1 0 0 1 1 C A B s " P riv c . 2 o 0 U H d a i n D li s t e 20' DRAINAGE EASEMENT DOC NO: ____________ EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. EX. 24" RCP @3.32 % DRAINAGE EASEMENT DOC NO: 2021015714 EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 20' DRAINAGE EASEMENT DOC NO: ____________ 7 8 6 3 8 3 S T 2 4 S T 2 8 1 8 6 1 T S 8 6 1 . 5 0 681 A 2 X W L E ( g r r e r t e t e m a w . x E E 2 X W L a v 3 8 3 w S T 2 4 2 X W L E 2 r o a d ) E X W L e l 4 8 3 S T 2 4 X W L E 5 8 3 2 4 S T 2 6 T S 0 1 . 5 8 6 0 1 . 5 8 6 1 8 6 0 8 6 7 . 5 6 T S 7 6 9 7 6 n 8 7 6 6 Filtratio T S d n o P 4 0 0 8 1 . 5 0 8 6 8 6 7 6 d n o P n o i t a t n e m i d e S 8 8 3 9 8 3 0 9 3 1 9 3 1 8 6 2 X W L E e c n e f l a t e m t e e h s 2 X W L E f o d n e e c n e f FIRELANE FIRELANE FIR E L A N E w FIRELANE FIRELANE FIRELANE FIRELANE 2 9 3 ' W " 3 5 3 1 ° 5 7 N ' 9 6 . 9 5 2 ) ' 0 9 . 9 5 2 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 3 9 . 9 5 2 W " 5 1 7 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' n o i t n e t e D d n o P E N A L E R I F 3 9 3 4 9 3 5 9 3 6' 4.4 4 2 0 3 2') 6') 5 4.3 g. 6 5 4.4 1 4 0 0 P 1'E 2 4 0 9"E 2 1 3 1 5 0 ol. 8 o. 2 0°2 4'2 6 c. N er V (S 2°4 er D 6 (S p o p 5"E 1'0 2°4 6 S F . F . 6 8 6 . 5 F . F . 6 0 E/ S E U U O 0 s.f. G H 14104 E A R E O. 6 7.0 A N L 4 - W 0 3 8 . 5 E 7,2 T N O 8 N 1 g. # N C C 14103 A A A M C R P p. Bld E S T 0 S 8 . 5 FIC B LIA 8 Pro A F WIL O 14102 0 0 . 5 9 FIR E L A N E FIRELANE F I R E L A N E H C I R E N Y A W Y R E F F E J 0 3 6 e g a P 0 3 5 8 e m u 0 6 0 6 6 1 7 0 0 2 d e e D ) e r c A y t n a r r . 6 7 9 a W o N t . l 0 ( a i c e p S n e m u c o D E N A L E R I F l o V n i d e b i r c s e d E U G A E L N O N N A C M A I L L I W 6 . O N T C A R T S B A F I R E L A N E . c n I , g n i t a e H d n a g n i b m u l P h c i R y e k c i M f o c A ) s e r i t r n o o p FIR E L A N E e m a y r r l 6 5 2 7 . 7 ( o f E N A L E FIR d e e D y t n a r r a W 5 7 9 e g a P 5 5 8 8 e m u l o V E N A L E FIR 0 6 0 6 6 1 7 0 0 FIR E L A N E ) e r c N Y A H E RIC 6 A 7 0.9 ( Y W o. 2 E nt N N A L e E m FIR u c o D R E F F E J e F . F . 6 F . F . 6 14101 N09°58'38"E per Doc. No. 2020115774 (N09°58'38"E 186.60') per Vol. 8530 Pg. 630 (N12°09'14"E 187.48') FIR unfenced E L A N E E N A L E FIR 186.60' (186.81') 6 9 3 FIR E L A N E 149.8' FIR E L A N E E N A L E FIR E N A L E FIR FIR E L A N E F I R E L A N E 1 5 4 2 E N A L E FIR E N A L E R I F ete r c n o x. c e 0 5 4 2 ex, concrete wall ex. curb 0 6 . 5 13105 8 F . F . 6 0 8 . 5 8 13104 F . F . 6 / E S U O H E R A W 3 1 # . g d l B . p o r P . f . s 0 0 . 9 8 9 , 6 E C A P S E C I F F O 13103 F.F. 688.50 F.F. 6 9 0.5 0 F.F. 6 9 0.5 0 13101 13102 8 4 4 2 e EX. ELEC VAULT MANHOLE 7 4 4 2 d a c p / a 3' 0 . 0 5 ) ' 8 1 . 0 5 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 9 4 . 9 4 W 6 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' W " 1 5'5 1 ° 4 7 N X D ' 4 . 6 5 ex concrete ex curb FIRELANE FIRELANE NO PARKING - EX. FIRELANE FIRELANE ete r c FIRELANE n o x. c e F I R E L A N E 4 5 4 2 3 5 4 2 5 5 4 2 ST12 685 690 ST12 I F R E L A N E I E N A L E R F . X E - G N K R A P O N I b r u c . x e I F R E L A N E x.inlet e e t e r c n o c . x e 15' Private Utility Esmnt' g lot kin r a alt p h p s x. a e 2 3 4 2 1 3 4 2 b r u c x e NO PARKING - EX. FIRELANE ex curb FIRELANE 0 0 g. 2 4 P 2 6 ol. 8 er V 5' P.U.E. p FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE ex curb 0 3 4 2 FIRELANE ex curb 8 2 4 2 6 2 4 5 2 2 4 2 7 2 4 2 LANDUSE: COMMERCIAL ZONING: MF-4-CO N DIVISIO 5 5 1 0 0 1 1 0 B U E S G A R O T E S SID H T U O S o. 2 nt N e m u c o D T 1 O L K A C O L B . d n u o ' 5 7 . f d o r 1 9 6 = n o r i n o i f t o a p o T v e l E K R A M H C N E B 2 5 4 2 5.81 5 5 1 0 0 1 1 0 4 7 7 5 1 1 0 2 0 o o p o. 2 o. 2 c. N c. N er D er D p 8') 0' 7.9 7.8 4 4 0"E 3 3 3"E 8'0 3'2 0°4 3°0 6 (S 6 S 9 5 4 2 0 6 4 2 12101 Prop. Bldg. #12 WAREHOUSE/ OFFICE SPACE 5,255.00 s.f. F.F. 692.00 8 5 4 2 7 5 4 2 6 5 4 2 S T 1 2 5 8 6 0 8 6 7 7 6 680 n 678 e ntatio dim x. s e e k c o r d e g a c . x e all ete w r c n o x. c e n atio x. Filtr e n ntio ete x. d e d n o p 5 8 6 0 8 6 9 7 6 7 7 6 T A C A R T S 4 E e 1 R C g R A a 3 P E G e 6 TIN m T olu A W V LANDUSE: COMMERCIAL ZONING: LI-CO per Vol. 63 Pg. 14 (S12°18'W 800.49') S09°58'54"W currently undeveloped Volume 63 Page 14 and as shown on plat Volume 4499 Page 919 50' Public Road per EX WL1 EX WWL4 EX WL1 EX WWL4 EX WL1 EX WL1 1" W SVC EX WL1 EX WWL4 EX WWL4 EX WL1 EX WL1 EX WL1 EX WWL4 EX WWL4 EX WWL4 EX WL1 ex concrete ex concrete wall 6 4 4 2 d a c p / a C L Prop. Bldg. #6 O, L 4 7 d WAREHOUSE/OFFICE 7 e 5 D e 1 nty D ) E S SPACE 1 N S E 0 A D E R 2 R L E C 1 Sty. 18' Height 0 B C Y o. 2 4 A H A E 4 A V al W R 6.7 nt N 6.7 U S e m u c o D P L A 0 R r e n e G a r r a 3 1 ( 3 3 4 2 F I R E L A N E FIRELANE NO PARKING - EX. FIRELANE ex. curb 4,123 s.f. FF=696.10 6101 ex curb FIRELANE VAN EX W L3 EX W L3 EX W L10 EX WL1 EX W W L6 EX WL1 EX W W L4 FIRELANE g lot kin EX WL3 r a alt p EX WL10 h p s x a e 1" W SVC EX WL1 EX W W L4 EX WWL6 E X W L 1 C V S W " 1 E X W L 1 E X W L 1 E X W W L 4 E X W W L 4 E X W W L 4 6 L W X E EX WL3 E X W W L 4 EX WL10 4 L W W X E 4 L W W X E 4 L W W X E C H E X W L 1 E X W L 1 E X W L 1 C V S W " 1 e t e r c n o c x e E N A L E R F I 4 L W X W E EX W L3 EX W L10 EX WL1 EX W W L6 EX W L3 EX WL1 EX W W L6 EX WL3 EX W L3 EX WL1 EX W W L6 EX W L3 EX W L10 EX WL1 EX W W L6 FIRELANE FIRELANE b r u c x e 4 3 4 2 b r u c x e FIRELANE FIRELANE NO PARKING - EX. FIRELANE E N A E L FI R ex curb ex. concrete ex curb FIRELANE EX WL1 EX W W L4 EX WL1 ex concrete C X per Doc. No. 2020115774 (S09°58'38"W 794.19') 5 4 4 2 X X 4 4 4 2 B X X A ' 2 . 2 1 g din x lo a e k c o d X 3 4 4 2 794.19' (794.37') X (S12°19'10"W) S09°58'38"W X 980.79' g din x lo a e k c o d X ' 5 . 0 1 OHU X ex curb OHU X OHU OHU X OHU ' 2 . 0 1 O H U X OHU OHU X OHU Undeveloped 50' Road Volume 4499 Page 919 LANDUSE: COMMERCIAL ZONING: LI-CO LANDUSE: COMMERCIAL ZONING: LI-CO OHU ' 1 . 0 1 X OHU X EX WL6 EX WL6 EX WL6 E X W L 8 E X W L 8 E X W L 8 E X W L 8 8') 1.1 3'W 5 1"W 7'5 8' 0.9 U 1 ° H 5 7 O 6 N 2 ° 5 6 N ( G NIN GIN F E O C A L P E B U H O LANDUSE: COMMERCIAL ZONING: CS-CO EX WL3 v EX WL3 EX WL3 EX WL3 v EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE ex curb FIRELANE NO PARKING - EX. FIRELANE EX WL3 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 E X v W EX WL3 L 6 W ex concrete " 1 E X W L 1 ex curb FIRELANE E X W W L 6 E X W W L 6 EX WWL4 EX WWL4 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE NO PARKING - EX. FIRELANE EX WL1 EX WL10 25' Utility Esmnt' 1 L W EX WWL6 X E 6 L W X E 6 L W X E FIRELANE 6 L W W X E 1 L W X E C V S W " 1 ex curb FIRELANE d a c p / a FIRELANE 5 3 4 2 EX WL3 EX WL3 g lot 10" Fire Line (Private) kin r a alt p EX WL10 EX WWL6 EX WWL6 h p s x a e NO PARKING - EX. FIRELANE FIRELANE E X C W V FIRELANE S L 1 W E X ex concrete W W L 6 ex curb " 1 E X W W L 6 1 L W EX WWL6 X E 1 L W X ex curb E 6 L W W X E FIRELANE 4 2 3 6 FIRELANE FIRELANE FIRELANE ex curb FIRELANE FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE FIRELANE NO PARKING - EX. FIRELANE x inlet e ex curb FIRELANE 6 1 4 2 FIRELANE FIRELANE LANDUSE: SINGLE FAMILY ZONING: GR-MU e t e r c n o c x e b r u c x e L I - C O C H b r u c x e e t e r c n o c x e C H e t e r c n o c x e b ete sla r c n o x c e alt h p s x a e ete r c n o x c e l l a w e t e r c n o c x e x inlet e ete r c n o x c e g din x lo a e k c o d b r u c x e l l a w e t e r c n o c x e n ntio ete d d n o p l l a w e t e r c n o c x e 1 8 6 685 OHU X OHU X 9 4 r e 5' P.U.E. p g. 9 7 P ol. 6 9 9 V d a c p / a OHU X ' 0 . 0 1 C H C H b r u c x e e t e r c n o c x e v b r u c x e 6 B i c y c l e S p a c e s 7 3 4 2 ex concrete E X W L 1 W " 1 E X W L 1 E X W W L 6 E X W EX WL3 W L 6 g din x lo a e k c o d ete r c n o x c e EX WL3 g lot kin r EX WL10 a alt p h p EX WWL6 s x a e ete r c n o x c e caged rock W ex concrete " 1 E X W FIRELANE W NO PARKING - EX. FIRELANE L 6 ex curb FIRELANE 3" Domestic E X W W L 6 EX WL3 10" Fire Line (Private) EX WL10 x inlet e ete r c n o x c e all w c. n o x c e 8 8 6 FIRELANE s e x o ailb x m e 6 B i c y c l e S p a c e s e t e r c n o c x e L I - C O ex curb ex curb ex concrete b r u x c e k c o x r e n sig 4 0 n nt Statio g. 2 e m 1 P uip q r E ol. 8 nt fo r V e m e p e s a E 3 3 5 1 4 2 O H U 1') 4.8 6 W 2 " 8 1'3 2 ° 5 6 N ( 6' 4.7 6 2 W O " H 3 9'5 U 3 ° 7 6 N O H U nt e m e v a e of p g d e c. n o x c e g x utility uildin et bin a e EX WWL6 c b ' 3 . 6 1 X OHU 40.8' EX WWL6 X OHU EX WL1 EX WL1 EX WL1 ww O H U EX WL6 EX WL6 EX WL6 WWW_ID: 1181083 EX WL6 E X W W L 6 E X W L 8 EX WL6 EX WL6 O H U EX WWL6 EX WWL6 E X W W L 6 9 9 3 9 2 E ) C V P X W _ID: 2 W L 6 X. 8" ( W W W E E L 8 X W CI) X. 8" ( 5 E X W 5 4,9 4 _ID: 5 E L 8 E X W W L 6 E X W W W W L 8 7 1 4 2 e n a p o r x p e 5' P.U.E. per Vol. 7604 Pg. 851 25' COMPATABILITY SETBACK k n ta d a c p / a OHU X OHU W o o d 6 ' E x . i v a c y F e n c e P r ete a d n u o r e y wir u g r c n o x c e T 3 O L T 2 O L T 1 O L e t e r c n o c x e b r u c x e x inlet e 8 3 4 2 g lot EX WL10 kin r a alt p h p s x a e 9 4 r e 9 g. .E. p P 7 9 9 6 U . P 5' ol. V U H O 70.62' S25°50'04"W X W W L 6 E E X W L 8 E X W L 8 OHU O H U w EX WL8 O H U EX WL8 b r u c x e 5 4 0 8 0 1 1 0 0 r e nt p e m e s a r E ate W o. 2 c. N o D 9 3 4 2 EX WL3 v 64.3' EX WL3 EX WL10 6 1 2 7 7 ) C V P _ID: 1 X. 8" ( E E E E E E E E E E L 8 L 8 L 8 L 8 L 8 X W X W X W W W W W W W X W W L 6 X W W L 6 X W W L 6 X W W L 6 EX WL8 CI) " ( X W X. 8 8 E 4 9,7 2 X W _ID: 9 t n e m e v a P 0' 3 - r e t t u G d n a b r u C o LOC N X W X W X W X W L 8 L 8 L 8 L 8 E E E E TFD TF SF ADA O H U ete r c EX WWL6 n O o H x c U e E 3 8 8 2 2 0' 1.3 8 H RIM 6 X W _ID: 1 W L 6 X. M E W W W g vin a EX WWL6 e of p g d e E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 E X W L 8 2 4 4 2 4' Sdwk. ex curb C H C H e t e r c n o c x e . k w d S ' 4 ' 0 . 5 2 OHU X 1 T 1 O L E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 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 ADDRESSING PLAN 30 of 31 SP-2022-0364C NOTE: ALL EXISTING DEVELOPMENT SHOWN WAS COMPLETE AND ACCEPTED UNDER SP-99-2213C, SP-04-0180C AND SP-09-0133 X X X N05°30'27"E 57.74' (N07°49'20"E 57.76') X ipf W o o d 6 ' E x . P r i v a c y F e n c e X X X X N06°00'34"E 206.31' (N08°18'00"E 206.39') 2 4 2 9 2 2 4 2 3 2 4 2 X 4 2 4 2 W o o d 6 ' E x . P r i v a c y F e n c e LANDUSE: COMMON AREA ZONING: SF-4A-CO 6 3 T O L 9 T 1 O L e t e r c n o c x e ex curb ex inlet 9 1 4 2 0 2 4 2 1 2 4 2 25' COMPATABILITY SETBACK 5' P.U.E. per Vol. 8624 Pg. 200 OHU X OHU X OHU OHU X OHU X OHU OHU X OHU X OHU X OHU OHU X OHU X 764.27' N05°49'25"E (N08°08'16"E 763.99') OHU W o o d 6 ' E x . P r i v a c y F e n c e OHU X X OHU SF d SF a c p / a 8 1 4 2 SF x inlet e 685 OHU X 683 OHU X OHU OHU X OHU X ex loading dock ' 2 . 6 2 W o o d 6 ' E x . P r i v a c y F e n c e 3 T 1 O L ' 1 . 5 2 T 8 O L P O N D LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO 8 T 1 O L K A C O L B 7 T 1 O L 6 T 1 O L 4 T 1 O L 2 T 1 O L 0 T 1 O L T 9 O L 5 T 1 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D T 7 O L T 6 O L T 5 O L LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO T 4 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D Prop. Bldg. #12 6,310.00 s.f. F.F. 692.00 Prop. Bldg. #14 8,035.00 s.f. w e t e r c n o c . x e ex.inlet b r u c . x e ex. asphalt parking lot b r u c x e e x , c o n c r e t e w a l l e x . c u r b ex. concrete Prop. Bldg. #13 7,540.00 s.f. a/c pad e x e c x c o n u r b c r e t e e x c u r b e x c u r b 5' P.U.E. per Vol. 8624 Pg. 200 ex. concrete u r b c . x e e x c u r b e x c u r b e x c o n c r e t e e x c u r b e x i n l e t 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 2 Y 4 S P E g . T 2 B 0 A 0 C K e x c u r b e t e r c n o x c e e x . c o n c r e t e e x . c u r b a/c pad Prop. Bldg. #6 1 Sty. 18' Height 5,250 s.f. FF=696.10 e x c u r b e t e r c n o x c e ex asphalt parking lot V A N e x c o n c r e t e e x c o n c r e t e w a l l ex loading D E R E W O P M E C L L , I G N R E E N G N E I I S R E E N G N E P E M ) 7 3 9 6 - 7 8 3 - 2 1 5 ( R E W O P - 8 3 - 2 1 5 : e n o h P | . g n i r e e n i g n e d e r e w o p m e @ t r o p p u s 1 4 4 5 - 4 4 7 8 7 s a x e T , n i t s u A | e v i r D e s i l a n n A 9 0 0 8 K R A P L A R T S U D N I I H C I R . 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 , I N T S U A THIS DRAWING IS THE PROPERTY OF EMPOWERED ENGINEERING, LLC AND IS NOT TO BE REPRODUCED IN IN PART WITHOUT WHOLE OR WRITTEN THIS PERMISSION. DRAWING IS NOT TO BE USED ON ANY OTHER PROJECT AND SHALL BE RETURNED REQUEST. UPON COPYRIGHT AS DATED EMPOWERED ENGINEERING. NOT VALID UNLESS SIGNED AND SEALED. 12/19/22 EMPOWERED ENGINEERING, LLC TEXAS FIRM REGISTRATION #16395 SITE - ELECTRICAL E-1.0 ’ 31