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SPA Parking Spaces 040412 ADM APPI I I I I I � I 24' FIRELANE, ACCESS i i LOT 1, BLOCK A & UTILITY EASEMENT // FREEPORT NORTH (VOL. 95245, PG. 2050) // (VOL. 2001132, PG. 37) - - - - -- --------- - - - - -- TEXAS DUGAN LIMITED PARTNERSHIP (VOL. 2000251, PG. 2685) ZONED LI 1' WIDE BRICK WALL ICV FENCE ENDS OHL OHL OHL OHL !V® BARB 777T7 15' TXU EASEMENT (VOL. 95245, PG. 2 SS � I I 1 8. N I� cr, CH REALTY IV /BETHEL, L.P. (VOL. 90085, PG. 1687) ZONED LI Dij PR-011 ED LIGHT STANDARD pal > -�� -- 1 M / 10' TXU ENERGY DELIVERY COMPANY EASEMENT (INST. NO. 20070152003) r4' BARBED WIRE FENCE / I OWNERSHIP UNKNOWN BRICK PET WALL CONCRETE FLUME ICV PP 4 —1 10' REAR YARD TBACK (VOL. 99124, PG. ) \ EX. 10" SAN. SEWER 1, 20 LF. SAW UT i E STING 15 PA RKING SPAC I S LSD MAT` EX q� (�(;� -- - - —— -8' "W E - - -8 "W 8 "W 8 "W 8 "WWI. / 39 L. SAWCUT EXISTING 13 CONCRETE PAVEMENT ' A T GRAVEL 2 20' DRAINAGE EASEMENT LOT 4R, BLOCK A QU 15' UTILITY EASEMENT I 5054 (VOL. 95054, PG. 4906) FREEPORT NORTH m (VOL. 9, PG. 4906) (INST. NO. 20070152003) m NI TEXAS DUGAN LIMITED PARTNERSHIP a (VOL. 2000251, PG. 2685) j j DRAINAGE EASEMENT ZONED LI Z) (VOL. 95054, PG. 4906) S 89032'04" E ti DRAINAGE EASEMEN AINING 521.99' 4 (VOL. 95054, PG 906) Y = DRAINAGE EASEMENT / , / �j �• LS Z ~ (INST. NO. 200701 08.8 BARBED WIRE ® o mix - °� ® �(® ® ® a _ X �� • � t - D RE FENCE \ \\ 20 A , EASEIv NT Ex T. No. 10" SAN. SEWER IN T. N0. 2 50354843` S4 ssl 2 541 540 539 538 s3� `36 3s `\ / I J X A - - - -- I TY � v � � 4 6,, I • Vii. / I 25' FIRE LANE EASEMENT I 8 "W— 8'V�' wv \ / ° ]o L.F. SAWCUT 20 =) I > co LL. => v ` CONC`9��TE Po CH CH LOT 1 ' BLOCK 1 CONTRACTOR TO `�� '` WOOD o ' FENCE z j I 'FDC CICI S ADDITION NO. 1 ADJUST FIRE HYDRANT x i TO PROPOSED GRADE c� O Q a / (VOL. 99124, PG. 170) X aNDPAIL � � DRAINAGE EASEMENT �j (VOL. 95054, PG. 4906) . RAMP / cn (FILED 06/25/1999) i w C9 z EXISTING � -- ; N a- CONCRETE p x PAVEMENT N J ll N w o Q 3 PART OF JMC RESTAURANT j w Q DISTRIBUTION, INC. (VOL. 99086, PG. 2213) _ U 0 � � � � o � (FILED 05/04/1999) s z / a ILLI O Q < cc w — 5.140 : z __ .. Q�' ��°% � `� ch — w I ¢ ACRES o w 0L / -� I� I Q N 0 / (223,935 SF) �' I w Z I z a . J 0) % _ w Z w � � ZONED - -� - — - Q cV a / w I � cv O J / ED LI a w ® EXISTING ¢ - CONCRETE L J an / Y PAVEMENT O] �y�° %' ROCK WELL • N V w J I I Q I fSIGN % % /' j' / � I QDNCRETE P"VEMEN r• °-- 60' BUILDING LINE FP ®Icv 60' BUILDING ETBACK cM ;' Z 25' FIRE LANE EASEMENT /-/, .. - cv E ECr. TRANS. (VOL. 99124, G. 170) ��• 3' 15' X 60' COMMON 00 X FL cv ®® 20' x 20' UTILITY W� (VOL.S95054�PG T4906) (VOL. 95054, PG. 4906) 15' x 15 EASEMENT ELECTRIC EASEMENT (VOL. 99124, PG. 170) 20' x 20' UTILITY (VOL. 99124, PG. 170) I / — EASEMENT 10' GAS EASEMENT z I t VO 10' ELECTRIC EASEMENT Icv BRICK , w PAVEMENT VARIABLE WIDTH R.O.W. DEDICATION 2004224, PG. 12423) PP 1/2 -INCH IRON oN�� °EwsrtiNG co L ROD FOUND PP / p vKERENT OHL OHL _ O1 SS FH WV WV 8.,W 81W, c� 3 U O I 00 p v / CD 3 0 Ln m O Q CV to CV I Q) 03 I � CV (n O W CD U CV p 2 r7 C' O :2 ( L. 99124, PG. 170) I (VOL. 99124, PG. 170) (VOL. 99124, PG. 170) SIGHT VISIBILITY EASEMENT (VOL. 95054, PG. 4906) 15' FRONT YARD SETBACK WMI (VOL. 99124, PG. 170) WATER ®oo WM 9 I VAULT BRICK BRICK 15' UTILITY EASEMENT ® 6.00 v L L. _ PAVEMENT'' PAVEMENT_ (VOL. 95054, PG. 4906) r _ _ _ S 89050'15' W (� —sec �-12' R.O.W. DEDICATION 523.42 12' R.O.W. DEDICATION WATER VAULT — vauLT OHL — (BEARING BASIS) — — — (VOL. 99124, PG. 170) ) Icv — — — — — — — — — I BRICK (VOL. 95054, PG. 4906) PP OHL - pp - -- — OHL - - -- -- - OH OHL — — OHL 20' R 0 W DEDICATION (VOL. 84203, PG. 1836) — — — — FIRE HYDRANT w Ex� ST1NG tti llCRETE PAVEMENT, . Ls 663.51 TO WEST LINE OF ROYAL LANE CONCRETE PAVEMENT / — — — — — — - -8' W ----- 8 "W — -8' W - - -- WATER VALVE {- . . "�V — — — — — — GIL SIGN 8 "W —8"W 8 "W— ewv - -- 8 ASPHALT PAVEMENT �- - - - -- - -- -- _ GAS METER ®a ASPHALT PAVEMENT �- 1/2 -INCH IRON 71T ROD FOUND (C.M.) Exl R.O.W.) VOL. 95054, PG. 4906) FOOTPRINT S.F. 35,900 S.F. (0.824 o FLOOR TO AREA RATIO 0.16:1 , i BUILDING COVERAGE 16.0% PAVEMENT COVERAGE 34.7% 8. ZONING: CON--FETE' NG PAV NT, � LO \ ul 'L' N 3.4% sh + v QO I 0) U� V 4- Y Q a I TRANS PAD I Z Q_ Lij 0 EXISTING m _z ® PAVE MENT (n I Ll.I (T Q 00 EX TNG ' I I _�I N I I I II ®I I Q I I �� o N m� 4 RKI SP CES I } I FH w I Z J J I 8 "W— 8'V�' wv \ / ° ]o L.F. SAWCUT 20 =) I > co LL. => v ` CONC`9��TE Po CH CH LOT 1 ' BLOCK 1 CONTRACTOR TO `�� '` WOOD o ' FENCE z j I 'FDC CICI S ADDITION NO. 1 ADJUST FIRE HYDRANT x i TO PROPOSED GRADE c� O Q a / (VOL. 99124, PG. 170) X aNDPAIL � � DRAINAGE EASEMENT �j (VOL. 95054, PG. 4906) . RAMP / cn (FILED 06/25/1999) i w C9 z EXISTING � -- ; N a- CONCRETE p x PAVEMENT N J ll N w o Q 3 PART OF JMC RESTAURANT j w Q DISTRIBUTION, INC. (VOL. 99086, PG. 2213) _ U 0 � � � � o � (FILED 05/04/1999) s z / a ILLI O Q < cc w — 5.140 : z __ .. Q�' ��°% � `� ch — w I ¢ ACRES o w 0L / -� I� I Q N 0 / (223,935 SF) �' I w Z I z a . J 0) % _ w Z w � � ZONED - -� - — - Q cV a / w I � cv O J / ED LI a w ® EXISTING ¢ - CONCRETE L J an / Y PAVEMENT O] �y�° %' ROCK WELL • N V w J I I Q I fSIGN % % /' j' / � I QDNCRETE P"VEMEN r• °-- 60' BUILDING LINE FP ®Icv 60' BUILDING ETBACK cM ;' Z 25' FIRE LANE EASEMENT /-/, .. - cv E ECr. TRANS. (VOL. 99124, G. 170) ��• 3' 15' X 60' COMMON 00 X FL cv ®® 20' x 20' UTILITY W� (VOL.S95054�PG T4906) (VOL. 95054, PG. 4906) 15' x 15 EASEMENT ELECTRIC EASEMENT (VOL. 99124, PG. 170) 20' x 20' UTILITY (VOL. 99124, PG. 170) I / — EASEMENT 10' GAS EASEMENT z I t VO 10' ELECTRIC EASEMENT Icv BRICK , w PAVEMENT VARIABLE WIDTH R.O.W. DEDICATION 2004224, PG. 12423) PP 1/2 -INCH IRON oN�� °EwsrtiNG co L ROD FOUND PP / p vKERENT OHL OHL _ O1 SS FH WV WV 8.,W 81W, c� 3 U O I 00 p v / CD 3 0 Ln m O Q CV to CV I Q) 03 I � CV (n O W CD U CV p 2 r7 C' O :2 ( L. 99124, PG. 170) I (VOL. 99124, PG. 170) (VOL. 99124, PG. 170) SIGHT VISIBILITY EASEMENT (VOL. 95054, PG. 4906) 15' FRONT YARD SETBACK WMI (VOL. 99124, PG. 170) WATER ®oo WM 9 I VAULT BRICK BRICK 15' UTILITY EASEMENT ® 6.00 v L L. _ PAVEMENT'' PAVEMENT_ (VOL. 95054, PG. 4906) r _ _ _ S 89050'15' W (� —sec �-12' R.O.W. DEDICATION 523.42 12' R.O.W. DEDICATION WATER VAULT — vauLT OHL — (BEARING BASIS) — — — (VOL. 99124, PG. 170) ) Icv — — — — — — — — — I BRICK (VOL. 95054, PG. 4906) PP OHL - pp - -- — OHL - - -- -- - OH OHL — — OHL 20' R 0 W DEDICATION (VOL. 84203, PG. 1836) — — — — FIRE HYDRANT w Ex� ST1NG tti llCRETE PAVEMENT, . Ls 663.51 TO WEST LINE OF ROYAL LANE CONCRETE PAVEMENT — — — 8 ^W 8 "W EX WATER LINE 8 "1N FH 8 W —8 "W W v — — — — — — - -8' W ----- 8 "W — -8' W - - -- WATER VALVE {- . . "�V — — — — — — GIL SIGN 8 "W —8"W 8 "W— ewv - -- 8 ASPHALT PAVEMENT �- - - - -- - -- -- _ GAS METER ®a ASPHALT PAVEMENT �- 1/2 -INCH IRON 71T ROD FOUND (C.M.) (VARIABLE WIDTH R.O.W.) PROPOSED IMPROVEMENTS (1.784 AC.) FH�j -8'" W- IF----=- GEINI FH'(:� FIRE HYDRANT PP. POWER POLE Ls LIGHT STANDARD MAO WATER METER wvo WATER VALVE Co. CLEANOUT MH,,O,�' MANHOLE GM ® GAS METER ®a PROPERTY LINE 15 PARKING COUNT PAVEMENT PROPOSED IMPROVEMENTS THE PURPOSE OF THIS SITE PLAN AMENDMENT IS TO ALLOW FOR THE CONSTRUCTION OF 34 ADDITIONAL PARKING SPACES THROUGHOUT THE SITE (HATCHED) 0 0 15 30 60 90 GRAPHIC SCALE IN FEET (NOT TO SCALE) 1. PROPOSED USE: OFFICE /WAREHOUSE 2. BUILDING AREA: WAREHOUSE= 22,540 S.F. OFFICE= 13,360 S.F. TOTAL= 35,900 3. BUILDING HEIGHT: TOTAL HEIGHT: 32.5 FT 4. PARKING REQUIRED: WAREHOUSE = 29,540/1,000 = 30 SPACES OFFICE = 13,360/300 = 45 SPACES TOTAL = 30 + 45 = 75 SPACES 5. PARKING PROVIDED: EXISTING PARKING = 61 SPACES PROPOSED ADDITIONAL PARKING = 34 SPACES TOTAL PROVIDED = 95 SPACES (INCLUDING 3 H.C.) 6. NUMBER OF EMPLOYEES: PROJECTED TOTAL= TBD 7. SITE COVERAGE: TOTAL SITE 223,935 S.F. (5.140 AC.) BUILDING 35,900 S.F. (0.824 AC.) PAVEMENT 77,715 S.F. (1.784 AC.) FOOTPRINT S.F. 35,900 S.F. (0.824 AC.) FLOOR TO AREA RATIO 0.16:1 BUILDING COVERAGE 16.0% PAVEMENT COVERAGE 34.7% 8. ZONING: EXISTING: LIGHT INDUSTRIAL OWNER; CICI'S ENTERPRISES, LIMITED PARTNERSHIP 1080 WEST BETHEL ROAD COPPELL. TEXAS 75019 PHONE: (817) 505 -1310 FAX: (817) 745 -4204 A r�r� olistrative Appr OVa WGINEER PACHECO KOCH CONSULTING ENGINEERS, INC. 8350 NORTH CENTRAL EXPRESSWAY, SUITE 1000 DALLAS, TEXAS 75206 PHONE: (972) 235 -3031 FAX: (972) 235 -9544 Date rr, r ILL: l V0?l -1 L.UDI DWG FILE: 1958- 12.051CV.DWG XRFF FII Fr 1958- 19- n51SU -nW(; Z cn z Kx CL uj Lu uj ►0 cn U v TEXAS DUGAN LIMITED PARTNERSHIP I (VOL. 2000251, PG. 2685) ZONED LI 1 I 113.17' 342 Bn4h WG'! F�vCI y' i A V; ^J I - I Ir i CH REALTY IV /BETHEL, L.P. (VOL. 90085, PG. 1687) ZONED LI 3462 3461 / 3460 \ �/a 3463 3458 3457 IN I rj LIMIT OF E ISTING TREE CALCU ATIONS d C7 I x LO — -- , �I O O) 9 � � I O .r - Q(Cn O = 111 E O V' Z '�I E �! E i i, _O 01VI WHIP NKN,,ON' x3421 1 -3422 TEXAS DUGAN LIMITED PARTNERSHIP (VOL. 2000251, PG. 2685) 3413 ZONED LI 3412 3403 S 8932'04" E 3411 %%3402 3400 521.99' 3406 /�3401�3398 Wed -IFM r. �15111w' sVm g 0 E\\ - 3199 3187 LIMIT OF EXISTING TREE CALCULATIONS 3296 A. wt C SS 3387-) 3385 -J 3384-/ 3382-J 3381 U 12 T 3383 �I w w ~ N 0 Z Z O Q x j w U O Q H U J N. 3380 d 1 3379 3377 w w cc C7 0 Z TREE PROTECTION FENCING TO REMAIN X J DURING CONSTRUCTION, TYP.; w U REFER TO 011.00 p 'L Q U 4? LIMIT OF EXISTING TREE CALCULATIONS � I I� IN ' I I _ I 9 +� t U�1 A !A von 991.'4. I S 89 *50 15 " W 7-12' R.O. .DEDICATION 523.42 VARIABLE WIDTH j - ° - (BEARING BASIS) - ° (VOL. 99124, PG. 170) - - R.O.W. DEDICATION - (VOL. 2004224, PG. 12423) `20' R.O.W. DEDICATION (VOL. 84203, PG. 1836) \ 663.51' TO WEST LINE OF ROYAL LANE BETHEL ROAD (VARIABLE WIDTH R.O.W.) :z C io r� EXISTING TREE LEGEND EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01 L1.00 TREE MITIGATION TABULATIONS CITY OF COPPELL, TEXAS - 991 24, �' C PROJECT AREA. 3423 3418 x® 3424 3416 3396- 3420 3410 3397- 3419 3409 3394- Preservation Percentage 3407 3393- 61% 3405 3392- equals (_) 3443 3404 3391 - _ minus ( -) 82 cal. in. PRESERVATION CREDIT Cedar Elm minus ( -) 88 cal. in. Co- Dominant 80 3296 6 Cedar Elm To Be Removed Co- Dominant 80 >l 8 Cedar Elm To Be Removed Co- Dominant 80 3377 11 Hackberry To Remain Outside of Property Line 3379 24 Hackberry �.. Outside of Property Line .w. 3441 6 3442 To Remain Outside of Property Line TREE PROTECTION FENCING TO REMAIN 3381 6 DURING CONSTRUCTION, TYP.; To Remain Multi -Trunk REFER TO 01 11 .00� g 0 E\\ - 3199 3187 LIMIT OF EXISTING TREE CALCULATIONS 3296 A. wt C SS 3387-) 3385 -J 3384-/ 3382-J 3381 U 12 T 3383 �I w w ~ N 0 Z Z O Q x j w U O Q H U J N. 3380 d 1 3379 3377 w w cc C7 0 Z TREE PROTECTION FENCING TO REMAIN X J DURING CONSTRUCTION, TYP.; w U REFER TO 011.00 p 'L Q U 4? LIMIT OF EXISTING TREE CALCULATIONS � I I� IN ' I I _ I 9 +� t U�1 A !A von 991.'4. I S 89 *50 15 " W 7-12' R.O. .DEDICATION 523.42 VARIABLE WIDTH j - ° - (BEARING BASIS) - ° (VOL. 99124, PG. 170) - - R.O.W. DEDICATION - (VOL. 2004224, PG. 12423) `20' R.O.W. DEDICATION (VOL. 84203, PG. 1836) \ 663.51' TO WEST LINE OF ROYAL LANE BETHEL ROAD (VARIABLE WIDTH R.O.W.) :z C io r� EXISTING TREE LEGEND EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01 L1.00 TREE MITIGATION TABULATIONS CITY OF COPPELL, TEXAS Dia. * " CALCULATIONS ONLY SHOWN FOR EXISTING TREES WITHIN LIMIT OF NEW PROJECT AREA. GROSS RETRIBUTION % Live Crown minus ( ) 135 cal. in. PRESERVATION CREDIT divided by ( =) 209 cal. in. Total Trees on Site 3187 equals ( =) 344 cal. in. Preservation Percentage times (x) 61% Gross Retribution 8 equals (_) 135 cal. in. PRESERVATION CREDIT Co- Dominant minus ( -) 82 cal. in. PRESERVATION CREDIT Cedar Elm minus ( -) 88 cal. in. NET RETRIBUTION +6 cal. in TREE SURVEY FIELD DATA No. Dia. Species Status Remarks Crown Class % Live Crown (inches) (common name) 3187 7 Cedar Elm To Remain Co- Dominant 80 3199 8 Cedar Elm To Remain Co- Dominant 80 3291 6 Cedar Elm To Remain Co- Dominant 80 3296 6 Cedar Elm To Be Removed Co- Dominant 80 3312 8 Cedar Elm To Be Removed Co- Dominant 80 3377 11 Hackberry To Remain Outside of Property Line 3379 24 Hackberry To Remain Outside of Property Line 3380 6 Hackberry To Remain Outside of Property Line 3381 6 Hackberry To Remain Multi -Trunk Co- Dominant 80 3382 8 Hackberry To Remain Outside of Property Line 3383 10 Hackberry To Remain Co- Dominant 80 3384 9 Hackberry To Remain Outside of Property Line, Multi -Trunk 3385 24 Hackberry To Remain Outside of Property Line, Multi -Trunk 3387 14 Hackberry To Remain Outside of Property Line 3388 8 Hackberry To Remain Outside of Property Line 3389 20 Hackberry To Remain Multi -Trunk Co- Dominant 80 3391 7 Hackberry To Remain Outside of Property Line, Multi -Trunk 3392 12 Hackberry To Remain Outside of Property Line 3393 11 Hackberry To Remain Outside of Property Line, Multi -Trunk 3394 24 Hackberry To Remain Co- Dominant 80 3396 12 Hackberry To Remain Multi -Trunk Co- Dominant 80 3397 12 Hackberry To Remain Co- Dominant 80 3398 14 Hackberry To Remain Outside of Property Line 3400 10 Hackberry To Remain Multi -Trunk Co- Dominant 80 3401 6 Hackberry To Remain Outside of Property Line 3402 12 Hackberry To Remain Outside of Property Line, Multi -Trunk 3403 7 Hackberry To Remain Outside of Property Line 3404 8 Hackberry To Remain Co- Dominant 80 3405 14 Hackberry To Remain Multi -Trunk Co- Dominant 80 3406 9 Hackberry To Remain Multi -Trunk Co- Dominant 80 3407 6 Hackberry To Remain Co- Dominant 80 3409 12 Hackberry To Remain Co- Dominant 80 3410 6 Hackberry To Remain Co- Dominant 80 3411 6 Hackberry To Remain Outside of Property Line 3412 6 Hackberry To Remain Outside of Property Line 3413 8 Hackberry To Remain Outside of Property Line 3416 12 Hackberry To Remain Multi -Trunk Co- Dominant 80 3418 6 Hackberry To Remain Co- Dominant 80 3419 6 Hackberry To Remain Outside of Property Line 3420 8 Hackberry To Remain Outside of Property Line, Multi -Trunk 3421 7 Hackberry To Remain Outside of Property Line 3422 7 Hackberry To Remain Outside of Property Line 3423 7 Hackberry To Remain Outside of Property Line 3424 7 Hackberry To Remain Co- Dominant 80 3428 14 Hackberry To Remain Co- Dominant 80 3441 6 Hackberry To Be Removed Co- Dominant 80 3442 40 Hackberry To Be Removed Multi -Trunk Co- Dominant 80 3443 32 Hackberry To Be Removed Multi -Trunk Co- Dominant 80 3457 7 Hackberry To Be Removed Co- Dominant 80 3458 7 Hackberry To Be Removed Co- Dominant 80 3460 8 Hackberry To Be Removed Co- Dominant 80 3461 6 Hackberry To Be Removed Co- Dominant 80 3462 8 Hackberry To Be Removed Co- Dominant 80 3463 7 Hackberry To Be Removed Co- Dominant 80 Total Caliper Inches on Site 344 Total Caliper Inches Removed 135 Total Caliper Inches of Protected Trees To Be Removed 86 Total Mitigation Inches Provided 88 LIMITS OF DRIPLINE TREE PROTECTIVE FENCING NTS REFER TO PLAN FOR EXISTING TREE TO REMAIN SNOW FENCE, ORANGE VINYL CONSTRUCTION FENCE, OR CHAINLINK FENCE EXISTING GRADE TO REMAIN UNDISTURBED METAL T -POST AT EACH OF FOUR CORNERS rj),11 1 1 3.20.12 PK FILE: 1958 - 12.051 TREE PRESERVATION NOTES 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM TREE STRUCTURE DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE (CANOPY) OF TREE. 2. IF ANY ROOT STRUCTURE IS DAMAGED DURING ADJACENT EXCAVATION / CONSTRUCTION, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IT IS RECOMMENDED THAT A LICENSED ARBORIST BE SECURED FOR THE TREATMENT OF ANY POSSIBLE TREE WOUNDS. 3. NO DISTURBANCE OF THE SOIL GREATER THAN 4" SHALL BE LOCATED CLOSER TO THE TREE TRUNK THAN 112 THE DISTANCE OF THE DRIP LINE TO THE TREE TRUNK. A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. 4. ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES. 5. NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE DRIP LINE OF ANY TREE. 6. NO EQUIPMENT MAY BE CLEANED OR TOXIC SOLUTIONS, OR OTHER LIQUID CHEMICALS, SHALL BE DEPOSITED WITHIN THE LIMITS OF THE DRIP LINE OF A TREE, INCLUDING BUT NOT LIMITED TO: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS, ETC. 7. NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. 8. NO VEHICULAR / CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE DRIP LINE OF TREES. 9. BORING OF UTILITIES MAY BE PERMITTED UNDER PROTECTED TREES IN CERTAIN CIRCUMSTANCES. THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE TREE'S CANOPY AND SHALL BE A MINIMUM DEPTH OF FORTY -EIGHT (48 ") INCHES. 10. IRRIGATION TRENCHING WHICH MUST BE DONE WITHIN THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG BY HAND AND ENTER THE AREA IN A RADIAL MANNER. 11. ALL TREES TO BE REMOVED FROM THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE (3" WIDTH) WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE. FLAGGING SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY TREE REMOVAL. CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE WITH 72 HOURS NOTICE TO SCHEDULE ON -SITE MEETING. 12. ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING MAY BE COMPRISED OF SNOW FENCING, ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCE OR OTHER SIMILAR FENCING WITH A FOUR (4') FOOT APPROXIMATE HEIGHT. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. 13. WHEN A LOW HANGING LIMB IS BROKEN DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S A THQRIZED REP FSENT`�,TIVE. '0*­T4�'- lip Oval EV£' 18 www.beliefit-ma.com TEXAS DUGAN LIMITED PARTNERSHIP (VOL. 2000251, PG. 2685) ZONED LI � I �� inzE• ✓✓ui . FN; . 113.17' - - - x -. Vf L 4 -, I�L_ iC`�0� I F- 1 _, xm� -- �.v.� �w.z�avo�s:000��000�c 1 II 1 11 61 ° LAWN HYDROMULCH 1 BERMUDAGRASS, TYP. 24" MULCH B.O.C. � ,' I 11 CE 1Y � 1 LIMIT OF LAWN AT LIMIT OF GRADING TEXAS DUGAN LIMITED PARTNERSHIP (VOL. 2000251, PG. 2685) ZONED LI S 89 °32'04" E 521.99' LAWN HYDROMULCH BERMUDAGRASS, WITH EMPORARY IRRIGATION UNTIL 100% ESTABLISHMENT, TYP. , .. -,. EXISTING TREES TO REMAIN, TYP. Qz zo � Q �Q C7 L.L LL O O J J I I I_ %� 'f J EXISTING LAWN TO REMAIN, REPAIR AND REPLACE AS NECESSARY DUE TO CONSTRUCTION, TYP. I `" Ln IN EXISTING CEDAR ELM TREES TO REMAIN, TYP. - - EXISTING REMAIN, N PINE 96 10 55 DBH CE 0 DBH EXISTING DWARF BURFORD EXISTING TREES LAWN HYDROMULCH 1 � EXISTING GE-bAR ELM LI TREES TO REMAIN, TYP. HOLLY SHRUBS TO REMAIN TO REMAIN, TYP. BERMUDAGRASS, TYP. CE CH REALTY IV /BETHEL, L.P. AWN EXISTING LAWN (VOL. 90085, PG. 1687) TO REMAIN,, REPAIR ZONED LI w AND REPLACE AS /- NECESSARY DUE TO o EXISTING LAWN TO REMAIN, CONSTRUCTION, REPAIR AND REPLACE AS O I TYP. NECESSARY DUE TO CONSTRUCTION, M $ TYP. Y li O I as . I' LOT 1, BLOCK 1 CICI'S ADDITION NO. 1 (VOL. 99124, PG. 170) ° (FILED 06/25/1999) i� PART OF JMC RESTAURANT d m DISTRIBUTION, INC. (VOL. 99086, PG. 2213) © ;II (FILED 05/04/1999) E 5.140 ACRES EXISTfiNG DWARF; i (223,935 SF) BURFORD HOLLY SHRUBS ; I ' ZONED LI TO REMAIN i O EXISTING LANDSCAPE EXISTING LIVE OAK TREES j -- TO REMAIN, TYP. TO REMAIN, TYP. ALONG BETHEL ROAD EXISTING CEDAR ELM i� TREES TO REMAIN, TYP. G 4 h(: 1'il< ✓' - - lei �1: ' . _ 9 _ r Z .42 ® S 89 °50'15" �/�/ 12' R.O. .DEDICATION 523 VARIABLE WIDTH BASIS (VOL. . R.O.W. DEDICATION - - I-�-- - - - (BEARING ° ) (VOL 99124 PG 170) - - - _ (VOL. 2004224, PG. 12423) - 20' R.O.W. DEDICATION (VOL. 84203, PG. 1836)\ BETHEL Rn...IAD (VARIABLE WIDTH R.O.W.) LANDSCAPE TABULATIONS Cl T Y OF COPPEL L, TEXA S PERIMETER LANDSCAPE 1. Street Frontage: 15' landscape buffer with one (1) tree, 3" cal., per 50 I.f. 2. Perimeter landscape: 10' landscape buffer along property lines with one (1) tree, 3" cal., per 50 I.f. 2. 30" ht. parking lot screen: hedge or berm. BETHEL ROAD 524 I.f. Required Provided 15' landscape buffer 15' landscape buffer (10) trees, 3" cal. (10) existing trees, 3" cal. min. 30" ht. screen Existing 30" ht. evergreen hedge WEST PROPERTY LINE 464 I.f. Required Provided 10' landscape buffer 10' landscape buffer (9) trees, 3" cal. 113) trees (8) existing trees, 3" cal. min. (5) trees, 4" cal. 30" ht. parking screen 30" fit. evergreen hedge NORTH PROPERTY LINE - 522 I.f. Required Provided 10' landscape buffer 10' landscape buffer (10) trees, 3" cal. (10) existing trees, 3" cal. min. 30" ht. parking screen 30" ht. evergreen hedge EAST PROPERTY LINE 426 I.f. Required Provided 10' landscape buffer 10' landscape buffer (9) trees, 3" cal. (9) existing trees, 3" cal. min. 30" ht. parking screen 30'' ht. evergreen hedge INTERIOR LANDSCAPE 3. 10% of gross parking area to be landscape. 4. One (1) tree per 400 s.f. of required landscape area. 5. 12% of total number parking spaces shall be planting islands with trees. TYP Parking Lot: 35,059 s.f. Parking Spaces: 95 Required Provided 3,506 s.f. (10 110) 3,571 s.f. (10 %) (9) trees (9) trees ^11 s I m a m LL1 I� m c0 O (D U) tb 663.51' TO OF ROYAL I 1 1) parking islands 0 3) parking islands OPEN SPACE Requirements: 15% of lot not covered by buildings to be landscape open space. One (1) tree per 2500 s.f. of open space. Tx :Mr ,, 0;., (Exclusive of building): 188,035 s.f. -,.ry nti r ! ,�, >; Provided 28,205 s.f. (15 %) 108,714 (58 %) (12) trees (12) existing trees, 3" cal. min. SUMMARY NK,N -�V, LIMIT OF LAWN AT LIMIT OF GRADING TEXAS DUGAN LIMITED PARTNERSHIP (VOL. 2000251, PG. 2685) ZONED LI S 89 °32'04" E 521.99' LAWN HYDROMULCH BERMUDAGRASS, WITH EMPORARY IRRIGATION UNTIL 100% ESTABLISHMENT, TYP. , .. -,. EXISTING TREES TO REMAIN, TYP. Qz zo � Q �Q C7 L.L LL O O J J I I I_ %� 'f J EXISTING LAWN TO REMAIN, REPAIR AND REPLACE AS NECESSARY DUE TO CONSTRUCTION, TYP. I `" Ln IN EXISTING CEDAR ELM TREES TO REMAIN, TYP. - - EXISTING REMAIN, N PINE 96 10 55 DBH CE 0 DBH EXISTING DWARF BURFORD EXISTING TREES LAWN HYDROMULCH 1 � EXISTING GE-bAR ELM LI TREES TO REMAIN, TYP. HOLLY SHRUBS TO REMAIN TO REMAIN, TYP. BERMUDAGRASS, TYP. CE CH REALTY IV /BETHEL, L.P. AWN EXISTING LAWN (VOL. 90085, PG. 1687) TO REMAIN,, REPAIR ZONED LI w AND REPLACE AS /- NECESSARY DUE TO o EXISTING LAWN TO REMAIN, CONSTRUCTION, REPAIR AND REPLACE AS O I TYP. NECESSARY DUE TO CONSTRUCTION, M $ TYP. Y li O I as . I' LOT 1, BLOCK 1 CICI'S ADDITION NO. 1 (VOL. 99124, PG. 170) ° (FILED 06/25/1999) i� PART OF JMC RESTAURANT d m DISTRIBUTION, INC. (VOL. 99086, PG. 2213) © ;II (FILED 05/04/1999) E 5.140 ACRES EXISTfiNG DWARF; i (223,935 SF) BURFORD HOLLY SHRUBS ; I ' ZONED LI TO REMAIN i O EXISTING LANDSCAPE EXISTING LIVE OAK TREES j -- TO REMAIN, TYP. TO REMAIN, TYP. ALONG BETHEL ROAD EXISTING CEDAR ELM i� TREES TO REMAIN, TYP. G 4 h(: 1'il< ✓' - - lei �1: ' . _ 9 _ r Z .42 ® S 89 °50'15" �/�/ 12' R.O. .DEDICATION 523 VARIABLE WIDTH BASIS (VOL. . R.O.W. DEDICATION - - I-�-- - - - (BEARING ° ) (VOL 99124 PG 170) - - - _ (VOL. 2004224, PG. 12423) - 20' R.O.W. DEDICATION (VOL. 84203, PG. 1836)\ BETHEL Rn...IAD (VARIABLE WIDTH R.O.W.) LANDSCAPE TABULATIONS Cl T Y OF COPPEL L, TEXA S PERIMETER LANDSCAPE 1. Street Frontage: 15' landscape buffer with one (1) tree, 3" cal., per 50 I.f. 2. Perimeter landscape: 10' landscape buffer along property lines with one (1) tree, 3" cal., per 50 I.f. 2. 30" ht. parking lot screen: hedge or berm. BETHEL ROAD 524 I.f. Required Provided 15' landscape buffer 15' landscape buffer (10) trees, 3" cal. (10) existing trees, 3" cal. min. 30" ht. screen Existing 30" ht. evergreen hedge WEST PROPERTY LINE 464 I.f. Required Provided 10' landscape buffer 10' landscape buffer (9) trees, 3" cal. 113) trees (8) existing trees, 3" cal. min. (5) trees, 4" cal. 30" ht. parking screen 30" fit. evergreen hedge NORTH PROPERTY LINE - 522 I.f. Required Provided 10' landscape buffer 10' landscape buffer (10) trees, 3" cal. (10) existing trees, 3" cal. min. 30" ht. parking screen 30" ht. evergreen hedge EAST PROPERTY LINE 426 I.f. Required Provided 10' landscape buffer 10' landscape buffer (9) trees, 3" cal. (9) existing trees, 3" cal. min. 30" ht. parking screen 30'' ht. evergreen hedge INTERIOR LANDSCAPE 3. 10% of gross parking area to be landscape. 4. One (1) tree per 400 s.f. of required landscape area. 5. 12% of total number parking spaces shall be planting islands with trees. TYP Parking Lot: 35,059 s.f. Parking Spaces: 95 Required Provided 3,506 s.f. (10 110) 3,571 s.f. (10 %) (9) trees (9) trees ^11 s I m a m LL1 I� m c0 O (D U) tb 663.51' TO OF ROYAL I 1 1) parking islands 0 3) parking islands OPEN SPACE Requirements: 15% of lot not covered by buildings to be landscape open space. One (1) tree per 2500 s.f. of open space. TOTAL LOT AREA: (Exclusive of building): 188,035 s.f. Required Provided 28,205 s.f. (15 %) 108,714 (58 %) (12) trees (12) existing trees, 3" cal. min. SUMMARY Required Provided (59) trees (57) existing trees (22) proposed Ixge trees (13) existing ornamental trees (92) trees PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME TREES CE u1mus crassifoha Cedar Elm LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1 " BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. 6. TOP OF MULCH SHALL BE 112" MINIMUM BELOW THE TOP OF WALKS AND CURBS. 7. ALL LAWN AREAS SHALL BE HYDROMULCH BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. ALL LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER -BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. MAINTENANCE NOTES 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2. ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5. ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. 6. CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. QTY. SIZE REMARKS GENERAL LAWN NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON -SITE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL LEAVE LAWN AREAS 1 " BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION. 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. HYDROMULCH NOTES 1. CONTRACTOR SHALL SCARIFY, RIP AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH INSTALLATION. 2. BERMUDAGRASS SEED SHALL BE EXTRA HULLED AND TREATED LAWN TYPE, SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL MEET STATE LAW REQUIREMENTS. 3. FIBER SHALL BE ONE HUNDRED PERCENT (100 0%) WOOD CELLULOSE FIBER, DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY 'CONWEB' OR EQUAL. 4. FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL BE 'TERRO -TACK ONE', AS MANUFACTURED BY GROWERS, INC. OR EQUAL. 5. HYDROMULCH WITH BERMUDAGRASS SEED AT A RATE OF TWO (2) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. 6. USE A 4'X8' BATTER BOARD AGAINST ALL BED AREAS. 7. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MAY 1, ALL HYDROMULCH AREAS TO BE WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO RE- HYDROMULCH WITH BERMUDAGRASS THE FOLLOWING GROWING SEASON AS PART OF THIS CONTRACT. 8. ALL LAWN AREAS TO BE HYDROMULCHED SHALL HAVE ONE HUNDRED PERCENT (100 %) COVERAGE PRIOR TO FINAL ACCEPTANCE. 22 4" cal. container grown, 15' fit., 5' spread, 5' branching ht., matching SHRUBS'GROUNDCOVER DBH Ilex cornuta 'Burfordii Nana' Dwarf Burford Holly 151 30" ht. container full, 24" spread, 30" ht., 36" o.c. CYnodon dactYlon Common Bermudagrass refer to notes NOTE: ALL TREES SHALL HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLAN. ALL HEIGHTS AND SPREADS ARE MINIMUMS. ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICATED. 10 lC� j y T S'1 y 3.20.12 SCALE: 1 1 1 1 15 30 °1 rK rILt: ly56- 12.051 A df! m. y Date A A EV£' 18 www•. belief irrnaxom SECTION 32 9300 - LANDSCAPE PART 1 -GENERAL 1.1 REFERENCED DOCUMENTS A. Refer to Landscape Plans, notes, details, bidding requirements, special provisions, and schedules for additional requirements. 1.2 DESCRIPTION OF WORK A. Work included: Furnish all supervision, labor, materials, services, equipment and appliances required to complete the work covered in conjunction with the landscaping covered in these specifications and landscaping plans, including: 1. Planting (trees, shrubs and grasses) 2 Bed preparation and fertilization 3. Notification of sources 4. Water and maintenance until final acceptance 5. Guarantee 1.3 REFERENCE STANDARDS A. American Standard for Nursery Stock published by American Association of Nurserymen: 27 October 1980, Edition; by American National Standards Institute, Inc. (Z60.1) plant material B. American Joint Committee on Horticultural Nomenclature: 1942 Edition of Standardized Plant Names. C. Texas Association of Nurserymen, Grades and Standards D. Hortis Third, 1976 Cornell University 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS A. Samples: Provide representative quantities of sandy loarm soil, munch, bed mix material, gravel and crushed stone. Samples shall be approved by Owner's Authorized Representative before use on the project. 1.5 JOB CONDITIONS A. General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any portion of landscape installation, General Contractor shall leave planting bed areas three (3 ") inches below final finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to receive solid sod shall be left one (1 ") inch below the final finish grade of sidewalks, drives and curbs. All construction debris shall be removed prior to Landscape Contractor beginning any work. B. Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. The Owner cannot be held responsible for theft or damage. 1.6 MAINTENANCE AND GUARANTEE A. Maintenance: 1. The Landscape Contractor shall be held responsible for the maintenance of all work from the time of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be accepted unless they show healthy growth and satisfactory foliage conditions. 2. Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning of trees, mowing of grass, cleaning up and all other work necessary of (maintenance. 3. A written notice requesting final inspection and acceptance Should be submitted to the Owner at least seven (7) days prior to completion. An on -site inspection by the Owner's Authorized Representative will be completed prior to written acceptance. B. Guarantee: 4 0 1 TREE PLANTING DETAIL NOT TO SCALE 1. Trees, shrubs and groundcover shall be guaranteed for a twelve (12) month period after final acceptance. The Contractor shall replace all dead materials as soon as weather permits and upon notification of the Owner. Plants, including trees, which have partially died so that shape, size, or symmetry have been damaged, shall be considered subject to replacement. In such cases, the opinion of the Owner shall be final. a. Plants used for replacement shall be of the same size and kind as those originally planted and shall be planted as originally specified. All work, including materials, labor and equipment used in replacements, shall carry a twelve (1 2) month guarantee. Any damage, including ruts in lawn or bed areas, incurred as a result of making replacements shall be immediately repaired. b. At the direction of the Owner, plants may be replaced at the start of the next year's planting season. In such cases, dead plants shall be removed from the premises immediately. c. When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as originally specified and re inspected for full compliance with the contract requirements. All replacements are to he included under ''Work" of this section. 2. The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3. The above guarantee shall not apply where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4. Acceptance for all landscape work shall be given after final inspection by the Owner provided the job is in a complete, undamaged condition and there is a stand of grass in all lawn areas. At that time, the Owner will assume maintenance on the accepted work. C. Repairs: Any necessary repairs under the Guarantee must be mach within ten (10) days after receiving notice, weather Permitting. In the event the Landscape Contractor does not .wake repairs accordingly, the Owner, without further notice to Contractor, may provide materials and nnen to snake such repairs at the expense to the Landscape Contractor. 1.7 QUALITY ASSURANCE A. General: Comply with applicable federal, state, county and local regulations governing landscape materials and work. B. Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C. Selection of Plant Material: 1. Make contact with suppliers immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will ensure the purchased materials will meet and or exceed project specifications. 2. Substitutions: Do not make plant material substitutions. If the specified landscape material is not obtainable, subunit proof of non availability to Landscape Architect, together with proposal for use of equivalent material. At the time bids are submitted, the Contractor is assumed to have located the materials necessary to complete the job as specified. 3. Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection, source and delivery schedules to site. 4. Measurements: Measure trees with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements six inches above ground for trees up to and including 4" caliper size, and twelve inches above ground for larger sizes. Measure main body of all plant material of height and spread dimensions, TREE PLANTING DETAIL LEGEND AND NOTES A. TREE: TREES SHALL CONFORM WITH LATEST AMERICAN STANDARD FOR NURSERY STOCK. www.anla.org B. TREE PIT: WIDTH TO BE AT LEAST TWO (2) TIMES THE DIAMETER OF THE ROOT BALL CENTER TREE IN HOLE & REST ROOT BALL ON UNDISTURBED NATIVE SOIL. C. ROOT BALL: REMOVE TOP %3 BURLAP AND ANY OTHER FOREIGN OBJECT; CONTAINER GROWN STOCK TO BE INSPECTED FOR GIRDLING ROOTS. D. ROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED, FREE FROM MULCH, AND AT LEAST TWO INCHES ABOVE GRADE. TREES SHALL BE REJECTED WHEN GIRDLING ROOTS ARE PRESENT & ROOT FLARE IS NOT APPARENT. E. ROOTBALL ANCHOR RING: REFER TO MANUFACTURER'S GUIDELINES FOR SIZING. PLACE ROOTBALL ANCHOR RING ON BASE OF ROOTBALL, TRUNK SHOULD BE IN THE CENTER OF THE RING. F. 'U' BRACKET. G. 30" 36" NAIL STAKE: INSTALL NAIL STAKE WITH HAMMER OR MALLET FIRMLY INTO UNDISTURBED GROUND. DRIVE NAIL STAKES FLUSH WITH "U" BRACKET ADJACENT TO ROOTBALL (DO NOT DISTURB ROOTBALL). do not measure front branch or root tip to tip. 5. Owner's Authorized Representative shall inspect all plant niatenal with requirements for genus, species, cultivar variety sve and quality. 6. Owner's Authorized Representative retains the right to further inspect all plant material upon arrival to the site and during installation for size and condition of rnot halls and root systems, limbs, branching habit, inserts, ntjunes and latent defects. 7. Owner's Authorized Representative may reject unsatisfactory or defective material at any time during the process work. Remove rejected materials immediately from the site ,and replace with acceptable material at no additional cost to the Owner. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING A. Preparation: 1. Balled ,and Burlapped (B &B) Plants: Dig and prepare shipment in a manner that will not damage roots, branchies, shape and future development. 2. Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root mass. B. Delivery: 1. Deliver packaged materials in sealed containers showing weight, ;analysis and nanne of nnanufacturer. Protect materials fronn deterioration during delivery and while stared on site. 2 Deliver only plant nnatenals that can be, planted in one clay Gutless adequate storage and watering facilities are av,nilable on loh site. 3. Protect root halls by heeling in with sawdust or wher approved moisture retaining material if not planted within 24 haws of delivery. 4. Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5. Notify Owner's Authorized Representative of delivery schedule 72 hours in advance lob site. 6. Remove rejected plant material innrnedicately from lob site:. 7. To avoid dannage or stress, do not lift, move, adjust to plunnb, or otherwise manipulate plants by Drink w stems. PART 2 PRODUCTS 2.1 PLANTS A. Geuerak Well formed No. 1 c11 ade or better nursery grown stock. L fisted plant heights are front tops of root halls to nominal taps cf plants. Plant spread refers to nominal outer width of the plaint, not to the outer leaf tips. Plants will he individually approved by the Owner's Authorized Representative and his derision as to their acceptahility shall be final. B. Quantities: The drawings and specifications are connpinnenta,ry. Anything called for on one and not the other is as binding as; if shown and called for on both. The plant schedule is an aid to hidders only. Confirm all quantities on plan. C. Quality and sve: Plant materials shall conform to the size green on the plan, ,rind shall he healthy, synunetncal, well shaped, f ull branched and well rooted. The plants shall he free front injurious insects, diseases, injuries to the bark or roots, broken ran�;he�s, objer,lion,rble dishguremunts, insect eggs and larvae;, lifid rare to be of specimen quality. D. Approval: All plants which are found unsuitable in growth, w , ,ire in any unhealthy, badly shaped or undersized condition vvill he rejected by the Owner's Authorized Representative either before or aftei planting and shall he removed at the expense of the Landscape Contractor and replaced with acceptable plant as H. BACKFILL: USE EXISTING NATIVE SOIL (no amendments) WATER THOROUGHLY TO ELIMINATE AIR POCKETS. I. MULCH: DOUBLE SHREDDED HARDWOOD MULCH 2 INCH SETTLED THICKNESS, WITH 2'' HT. *ATERING RING; ENSURE THAT ROOT FLARE IS EXPOSED. BELOW GROUND STAKE SHOULD NOT BE VISIBLE. J. TREE STAKES: TREE STAKE SOLUTIONS 'SAFETY STAKE' BELOW GROUND MODEL AVAILABLE FROM: www.treestakesoluUons.corn (281) 723 9081 K. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A COPY OF THE MANUFACTURER'S SPECIFICATIONS PRIOR TO INSTALLATION OF TREE STAKES. CONTRACTOR SHALL ADHERE TO MANUFACTURER'S INSTALLATION GUIDELINES, SPECIFICATIONS, AND OTHER REQUIREMENTS FOR TREE STAKE INSTALLATION. specified at no additional cost to the Owner. F. Trees shall be healthy, full branched, well shaped, and shall meet the minimum trunk and diameter requirements of the plant schedule. Balls shall be firm, neat, slightly tapered and well wrapped in burlap. Any tree loose in the ball or with a broken root ball at time of planting will he rejected. Balls shall be ten (10 '') inched in diameter for each one (1") inch of trunk diameter, measured six (6 ") inched above ball. (Nomenclature confirms to the customary nursery usage. For clarification, the term "multi trunk'' defines a plant having three (3) or more trunks of nearly equal diameter.) F. Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect prior to final acceptance, shall be executed by the Landscape Contractor at no additional cost to the Owner. 2.2 SOIL PREPARATION MATERIALS A. Sandy Loam: 1. Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2. Physical properties as follows: a. Clay between 7 27 percent b. Silt between 15 25 percent C. Sand less than 52 percent 3. Organic matter shall be 30o 10°0 of total dry weight. 4. If requested, Landscape Contractor shall provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B. Organic Material: Compost with a nnixture of 80 °o vegetative matter and 200,6 animal waste. Ingredients should be a nnix of course and fine textured material. C. Premixed Bedding Soil as supplied by Vital Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gro Municipal Mix as supplied by Soil Building Systems, Dallas, Texas or approved equal. D. Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. E- Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. Living Earth Technologies or approved equal. F. Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required applications. Fertilizer shall be delivered to the site in original unopened containers, each hearing the manufacturer's guaranteed statement of analysis. G. Commercial Fertilizer: 10 20 10 or similar analysis. Nitrogen source to be a minimum 50 °o slow release organic: Nitrogen (SCU or UF) with a minimum 8 0o sulfur and 4`0 iron, plus cronutrients. H. Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other approved organic material. 2.3 MISCELLANEOUS MATERIALS A. Steel Edging: 3 16" x 4" x 16' dark green, DURAEDGE steel landscape edging manufactured by The J.D. Russell Connpany under its trade nanne DURAEDGE Heavy Duty Steel. B. Staking Material for Shade Trees: refer to details. C. Gravel: Washed native pea gravel, graded 1 inch to 1 1 2 inch. D. Filter Fabric: 'Mirafi Mirascape' by Mirafi Construction Products available at Lone Star Products, Inc., (469) 523 -0444 or approved equal. E. River Rock: 'Colorado' or native river rock, 2'' 4" dia. SHRUBS GROUNDCOVER; REFER TO LANDSCAPE PLAN I OPDRESS MULCH PER SPECIFICATIONS, 2" MINIMUM SETTLED THICKNESS TOP OF MULCH 1 2" MINIMUM BELOW TOP OF CONCRETE WALK CURB SCARIFY SIDES CONCRETE WALK -� G w i NOTE: NO ST EEL EDGING SHALL BE INSTALLED ALONG SIDEWALKS OR CURBS F. Decomposed Granite: Base material shall consist of a natural material mix of granite aggregate not to exceed 1 8" diameter in size and shall be composed of various stages of decomposed earth base. PART 3 - EXECUTION 3.1 BED PREPARATION & FERTILIZATION A. Landscape Contractor to inspect all existing conditions and report any deficiencies to the Owner. B. All planting areas shall be conditioned as follows: 1. Prepare new planting beds by scraping away existing grass and weeds as necessary. Till existing soil to a depth of six (6 ") inches prior to placing compost and fertilizer. Apply fertilizer as per Manufacturer's recommendations. Add six (6 '') inches of compost and till into a depth of six (6 ") inches of the topsoil. Apply organic fertilizer such as Sustane or Green Sense at the rate of twenty (20) pounds per one thousand (1,000) square feet. 2. All planting areas shall receive a two (2 ") inch layer of specified mulch. 3. Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil as needed) free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9 ") inch layers and watered in thoroughly. C. Grass Areas: 1. Blocks of sod should be laid joint to joint (staggered joints) after fertilizing the ground first. Roll grass areas to achieve a smooth, even surface. The joints between the blocks of sod should be filled with topsoil where they are evidently gaped open, then watered thoroughly. 3.2 INSTALLATION A. Maintenance of plant materials shall begin innmedlately after each plant is delivered to the site and shall continue until all construction has been satisfactorily accomplished. B. Plant nnaterials shall be delivered to the site only after the beds are prepared and areas are ready for planting. All shipments of nursery materials shall be thoroughly protected from the drying winds during transit. All plants which cannot be planted at once, a ter delivery to the site, shall be well protected against the possibility of drying by wind and Balls of earth of B & B plants shall be kept covered with soil or other acceptable material. All plants remain the property of the Contractor until final acceptance. C. Position the trees and shrubs in their intended location as per plan. D. Notify the Owner's Authorized Representative for inspection and approval of all positioning of plant materials. F. Excavate pits with vertical sides and horizontal bottom. Tree pits shall he large enough to permit handling and planting without injury to balls of earth or roots and shall be of such depth that,when planted and settled, the crown of the plant shall bear the same relationship to the finish grade as it did to soil surface in original place of growth. F. Shrub and tree pits shall be no less than twenty -four (24 ") inches wider than the lateral dimension of the earth ball and six (6 ") inches deeper than it's vertical dimension. Remove and haul from site all rocks and stones over three - quarter (3/4 ") inch in diameter. Plants should be thoroughly moist before removing containers. G. Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at the surface of the ground. The sides of the hole should be rough and jagged, never slick or glazed. H. Percolation Test: Fill the hole with water. If the water level does not percolate within 24 hours, the tree needs to move to another location or have drainage added. Install a PVC stand pipe per 3 16" X 4" GREEN STEEL EDGING, STAKES ON INSIDE, EDGING SHALL BE 1 2" MAXIMUM HEIGHT ABOVE FINISH GRADE (-LAWN FINISH GRADE POCKET PLANTING NOT ALLOWED PREPARED SOIL MIX PER SPECIFICATIONS, TILL 6" MINIMUM OF PREPARED SOIL MIX INTO 6" DEPTH OF EXISTING SOIL REFER TO LANDSCAPE PLAN 6'_� � FOR SPACING 7 NATIVE SOIL ROOTBALL, DO NOT DISTURB 02SHRUB / GROUNDCOVER DETAIL NOT TO SCALE tree planting detail as approved by the Landscape Architect if the percolation test fails. I. Backfill only with 5 parts existing soil or sandy loam and 1 part bed preparation. When the hole is dug in solid rock, topsoil from the same area should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap from the top Y3 of the ball, as well as all nylon, plastic string and wire. Container trees will usually be root bound, if so follow standard nursery practice of 'root scoring'. J. Do not wrap trees. K. Do not over prune. L. Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the area above the top of the ball and mulch with at least two (2 ") inches of specified mulch. M. All plant beds and trees to be mulched with a minimum settled thickness of two (2 ") inches over the entire bed or pit. N. Obstruction below ground: In the event that rock, or underground construction work or obstructions are encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Owner. Where locations cannot be changed, the obstructions shall be removed to a depth of not less than three (3') feet below grade and no less than six (6 ") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rock or underground obstructions encountered at the cost of the Landscape Contractor. 0. Trees and large shrubs shall be staked as site conditions require. Position stakes to secure trees against seasonal prevailing winds. P. Pruning and Mulching: Pruning shall be directed by the Landscape Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by the National Arborist Association. 1. Dead wood, suckers, broken and badly bruised branches shall be removed. General tipping of the branches is not permitted. Do not cut terminal branches. 2. Pruning shall be done with clean, sharp tools. 3. Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2 ") inches in depth. This limit of the organic material for trees shall be the diameter of the plant pit. Q. Steel Curbing Installation: 1. Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2. All steel curbing shall be free of kinks and abrupt bends. 3. Top of curbing shall be %" maximurm height above final finished grade. 4. Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 5. Do not install steel edging along sidewalks or curbs. 6. Cut steel edging at 45 degree angle where edging meets sidewalks or curbs. 3.3 CLEANUP AND ACCEPTANCE A. Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized so that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing them at end of each work day. END OF SECTION 3.20.12 PK FILE: 1958 - 12.051 A 0 - ' Date mf rlrj Eve 1$ www.beIIefIrM a.coM