Loading...
HomeMy WebLinkAboutSite and Utility Plan I I h r r - = KEY MAP SEE A102 SHEET ,a IT I mill Ns mar 1 _ ! 1KI ❑ ;---- 1 a 1 1 i .-............................. - I ---- So. JE 1 i (N) PAD j 1 +3,100 SF N.A.P. 1orw r 1 j 1 ....... ..................................... 1 N.A.P. N.A.P. 1 N . ' (E) MAJOR ® "" "" """ (E) MAJOR (E) MAJOR +41,560 SF TRADER JOE'S ±26,655 SF ! 1 I b a 1 1 +17,550 SF j - 1 N 1 b A.P. JOE 5 (E) HOPS 1 '' -------- N.A.P. (E) MAJOR/OFFICE - i I , ±42,570 SF ! - 1 ! ♦ � � �!� � � � � � EEO i 1 N.A.P. (E) BA NK PROJECT INFORMATION BA SF 7 i 1 r = OVERALL SITE AREA: ±22.86 AC ±995,944 SF —- --------- 1 ! i PARCEL AREA: ±0.76 AC ±33,087 SF '- ±2:RD EAGLE N '. ! SETBACK ( G ) 0 1.4 ' ; SETBACK (USTICK) : ±35' �.. r o i _ BUILDING COVERAGE (OVERALL) : 19 /o •� .& 'L BUILDING AREA i ' E MAJORS ± 128,335 SF (E) SHOPS ±37,800 SF ' ! (E) RESTAURANTS ± 19,350 SF '- C11 - E PAD/McDONALDS ±4 860 SF i (E) PAD/BANK ±41670 SF i (N) PAD/SHOPS ±3,100 SF - •� ! TOTAL BUILDING AREA ± 1985115 SF N.A.P. P 1 i 4,860 SF ! PARKING PROVIDED PARKING PROVIDED 4-894 STALLS i I ; N.A.P. j _ _ • OVERALL PARKING RATIO 4.5 /1000 (E) SHOPS N.A.P. N.A.P. N.A.P. ±10,800 SF 1 ! (E) CHILI'S (E) RESTAURANT N.A.P. (E) RESTAURANT j (E) SHOPS ±7,370 SF ±5,880 SF ±6,100 SF ±13,000 SF ! PARKING REQUIRED ' i 1 - i ALL RETAIL 1 PER 500 396 STALLS ' TOTAL PARKING REQUIRED: 396 STALLS I - - - - - - - - - - - - - - FORT-H-E-Af�E-ER - - - - - - - - - - - - - - (E) SIGNALIZED mama— INTERSECTION — I NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client,Tenant, and Governmental Agency approvals. No warranties or guaranties of ' any kind are given or implied by the Architect and/or Designer. _ I Scale : 1 " = 60' z 0 30' 60' 120' CONCEPTUAL SITE PLAN GATEWAY MARKETPLACE 3423 E . USTICK RD MERIDIAN I D Wood Investments Co Al 01 A Real Es[ate Development&Managemen[Compan r AA&ftk'I FF I , DESIGNS PAD DEVELOPMENT PLAN OCTOBER 16, 2023 �� iMr W- ` - KEY MAP Am 91AM ad ":24 k IJ �A ol I _1 ■ ■� �tt�ft�rr�r� . • (E) MONUMENT t Is PROPOSED TRANSFORMER ° PROPOSED BIKE RACKS- 1 6� ENHANCED PAVING - LL � 33'1" N 1 I I a/ I I I 100 ESCAPE LANE DISTANCE 25'- y .:. a ° I .. . . . . . . . . . . . . . . . . . a LU Q gJ + ++++++++ EoRMA bN ♦♦♦♦♦> LLl�z LLW `' �* + / t � ++++++++++++++ +++ - ■ O w � � ;U .�. + + PROJECT INFORMATION I^ to I+*+*+*+*+*+*+*+ +I++ m W I . . . . . • I =� . . . . . . . . A+ PARCEL AREA: ±0.76 AC ±33,087 SF Wz ► Im ■ 6 1'+'+'+'+'+'++++++J+ w ; z J+++++++++++++++++A+ FRONT SETBACK: + I Z W 14'-0" 19'-0" 25'-0" J+++++++++++++++++J+ 25'- m O S C _35 ° Qj I - - - - J+ + + + + + + + +J+ co o � � ( N ) PAD , — � ; + + + + + + + + ; LOT COVERAGE: ±9 ' I + ' I '++ '+ z LANDSCAPE AREA EXCL. SETBACK ±5 838 SF o I 12'-0" 7'- 19, 1$«-b"+++++ 19'-0" ww , 1++ + + + + + + + , LANDSCAPE COVERAGE (EXCL. SETBACK) : ± 17 /° U 1 1+++++++++++++++++I+ m + +•+•+•+•+•+•+•+•+ + + + + + + o + + + + + + + + o �co 1 � ,�.�* II II ■■ ■■■■■■■■■■■�■■■■■■■■�■■ ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■ z z I U o+t+ GAS AS 411 GA$; + BUILDING AREA +: +'1+ S 4- + +++++++++++ II I� PAD/SHOPS ±3�100 SF 9 + + `_--- �� Ili I , 'M ,M-,M ,M TOTAL BUILDING AREA ± ++oo I 3,100 SF I uW I—_9k]p_CAROUT�INE__ II __9'.2VCROURINE__�I r (N) TRASH ENCLOSURE E` $$ + + a + + + v I I $$ $ LNt O$---- I --- G� fi � PARKING PROVIDED N ++N + _ + M g „I ** _ :+�+. . . . . 5� _ ,' o PARKING PROVIDED 16 STALLS +� .�: ++ + - - zc ( E ) z OVERALL PARKING RATIO 5.1 /1000 W I ++* O ++ ± 1 I z z . (�s�w�d3s�o sise o s I 313NON - 3138ON00 I PARKING REQUIRED w 1 I - 1� PAD 1 PER 500 6 STALLS w2 co I �' zo I� TOTAL PARKING REQUIRED: 6 STALLS I tea$ 4— a$ � °w I jZ) �gl bp� w� 1 Cr- z - 6,61 co Q N N co "o , 1 0o v 60-co r-- --- I' N .A. P . Now ( E ) BANK N N 1 'I ±4 , 670 SF I I N I I NOTE: This information is conceptual in nature and is subject to _ 1 N adjustments pending further verification and Client,Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect and/or Designer. Scale : 1 " = 20' � z 0 10' 20' 40' CONCEPTUAL SITE PLAN GATEWAY MARKETPLACE 3423 E . USTICK RD LINEMEN& A MERIDIAN I D Wood Investments Co Al 0 2 AReal Estate Development&Nana amen[Com I , DESIGNS PAD DEVELOPMENT PLAN OCTOBER 16, 2023 �� I I h r r - = KEY MAP SEE A102 SHEET ,a IT I mill Ns mar 1 _ ! 1KI ❑ ;---- 1 a 1 1 i .-............................. - I ---- So. JE 1 i (N) PAD j 1 +3,100 SF N.A.P. 1orw r 1 j 1 ....... ..................................... 1 N.A.P. N.A.P. 1 N . ' (E) MAJOR ® "" "" """ (E) MAJOR (E) MAJOR +41,560 SF TRADER JOE'S ±26,655 SF ! 1 I b a 1 1 +17,550 SF j - 1 N 1 b A.P. JOE 5 (E) HOPS 1 '' -------- N.A.P. (E) MAJOR/OFFICE - i I , ±42,570 SF ! - 1 ! ♦ � � �!� � � � � � EEO i 1 N.A.P. (E) BA NK PROJECT INFORMATION BA SF 7 i 1 r = OVERALL SITE AREA: ±22.86 AC ±995,944 SF —- --------- 1 ! i PARCEL AREA: ±0.76 AC ±33,087 SF '- ±2:RD EAGLE N '. ! SETBACK ( G ) 0 1.4 ' ; SETBACK (USTICK) : ±35' �.. r o i _ BUILDING COVERAGE (OVERALL) : 19 /o •� .& 'L BUILDING AREA i ' E MAJORS ± 128,335 SF (E) SHOPS ±37,800 SF ' ! (E) RESTAURANTS ± 19,350 SF '- C11 - E PAD/McDONALDS ±4 860 SF i (E) PAD/BANK ±41670 SF i (N) PAD/SHOPS ±3,100 SF - •� ! TOTAL BUILDING AREA ± 1985115 SF N.A.P. P 1 i 4,860 SF ! PARKING PROVIDED PARKING PROVIDED 4-894 STALLS i I ; N.A.P. j _ _ • OVERALL PARKING RATIO 4.5 /1000 (E) SHOPS N.A.P. N.A.P. N.A.P. ±10,800 SF 1 ! (E) CHILI'S (E) RESTAURANT N.A.P. (E) RESTAURANT j (E) SHOPS ±7,370 SF ±5,880 SF ±6,100 SF ±13,000 SF ! PARKING REQUIRED ' i 1 - i ALL RETAIL 1 PER 500 396 STALLS ' TOTAL PARKING REQUIRED: 396 STALLS I - - - - - - - - - - - - - - FORT-H-E-Af�E-ER - - - - - - - - - - - - - - (E) SIGNALIZED mama— INTERSECTION — I NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client,Tenant, and Governmental Agency approvals. No warranties or guaranties of ' any kind are given or implied by the Architect and/or Designer. _ I Scale : 1 " = 60' z 0 30' 60' 120' CONCEPTUAL SITE PLAN GATEWAY MARKETPLACE 3423 E . USTICK RD MERIDIAN I D Wood Investments Co Al 01 A Real Es[ate Development&Managemen[Compan r AA&ftk'I FF I , DESIGNS PAD DEVELOPMENT PLAN OCTOBER 16, 2023 �� z LEGEND o Q U SITE IMPROVEMENT - - - - PROPERTY LINE/RIGHT-OF-WAY LINECONDITIONAL USE PERMIT - PLANS ADJACENT PROPERTY LINE m co EXISTING EASEMENT z SITE AND UTILITY PLANS LsL LANDSCAPE SETBACK LINE U IN THE CITY OF MERIDIAN , COUNTY OF ADA, STATE OF IDAHO FOP FOP - EXISTING FIBER OPTIC LINE Z o UGE UGE EXISTING UNDERGROUND ELECTRIC LINE o UL 3423 E USTICK ROAD, MERIDIAN , ID 83646 w SOUTHEAST CORNER MARKETPLACE SUBDIVISION OH EXISTING OVERHEAD ELECTRIC LINE TOWNSHIP 3N RANGE 1 E SECTION 04 z SS SS - EXISTING SEWER LINE WATER AND SEWER CONSTRUCTION : . SD SD - EXISTING STORM LINE z �. z � 0 WL WL - EXISTING WATER LINE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE a_ "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE CPR - � EXISTING IRRIGATION LINE c� STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. cnUj 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS E UST C K ROAD SS PROPOSED SEWER LINE (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) W Uj PROPOSED WATER/IRRIGATION LINE o Uj FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER aaaaa z MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE I SD PROPOSED STORM LINE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO 0 RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF > > PROPOSED FLOW LINE ° THE WASTEWATER RULES (IDAPA 58.01.16). -OH OH OH- T - -�'r - 7H� - - OH OH E - - - PROPOSED SAWCUT o Q 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES CO OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS - - -I - J J - - - - 0 20' 40' o EXISTING CATCH BASIN NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH I LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE I cV ICV I SCALE: 1" = 20' EXISTING WATER/GAS VALVE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC - - - - DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER ERR - - ( ) _ _ - - - S EXISTING SANITARY MANHOLE o RULES (IDAPA 58.01.16). - UGE - r O ra rL�L U LS EXISTING WATER MANHOLE 2 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE Q Q) ° ( IYGE �- AGE - K E YN 0 TE S TRAFFIC CIRCULATION ARROW o - a SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY I.E. SEEPAGE BEDS, , - F�, Z ° ° DRAINAGE SWALES). eO0 NK NK - FAG o 0 ° UNK Ol PROTECT EXISTING IMPROVEMENTS IN PLACE. ® PROPOSED WATER METER O o UNK N00 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO 19 v v o - ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE O UTILITY CROSSING. CONTRACTOR TO VERIFY GRADES. O PROPOSED STORM MANHOLE Z 0 0 INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 12 0 3 Z o 0 03 WATER MAIN CONNECTION PER MERIDIAN STANDARD. ❑® PROPOSED STORM INLET ,0 ; a ° ° 6. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE I � ° a 3 w WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS I 13 27.94' I ® PROPOSED ANSI/AWWA C 901 WATER SERVICE LINE. PER PROPOSED SIGN REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. I MERIDIAN STANDARD DIVISION 400 2.2. PROPOSED BOLLARD 7. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS M W 05 PROPOSED WATER CONNECTION TO BUILDING. (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) 14 0 Z 0 PROPOSED MONUMENT SIGN Q FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER I - Q © PROPOSED BACKFLOW VALVE AND IRRIGATION STUB. REFER TO 0 MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE _ _ LANDSCAPE PLANS FOR CONTINUATION. p PROPOSED HYDRANT o CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO I ❑ I 0 07 PROPOSED WATER METER PER MERIDIAN STANDARD DETAIL W2. ® PROPOSED GATE VALVE RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). I W ® SEWER CONNECTION TO MAIN. I PROPOSED BACKFLOW ASSEMBLY I FF:2628.30 8. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES I m 0 09 PROPOSED 4" PVC SEWER SERVICE LINE PER MERIDIAN PROPOSED CLEANOUT OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS I :�E STANDARD. NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH I ❑ ❑ PROPOSED TRANSFORMER AND PAD LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE I --- I LJ 10 PROPOSED FIRE HYDRANT PER MERIDIAN STANDARD DETAIL W8 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC I & W9. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 18 RULES (IDAPA 58.01.16). 11 PROPOSED SEWER CONNECTION TO BUILDING. 5 9. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE 11 UGE 12 PROPOSED CONNECTION TO GAS MAIN. z WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., - I - - - 13 PROPOSED GAS LINE. J SEEPAGE BEDS, DRAINAGE SWALES). 09 39' @ 2.0% 4" PVC�� 3 I 14 PROPOSED GAS CONNECTION TO BUILDING. 8 2617.92 RIM 15 PROPOSED ADS STORM INLET. z �p 2617.56 INV(S) W 2617.56 INV(E) 16 PROPOSED WATER SERVICE. PER MERIDIAN STANDARD DETAIL W1. 2i cfl S W 0000 I- -j 21 2619.15 RIM i 17 PROPOSED 12 ADS STORM DRAIN AT 0.50%. O 0 2618.78 INV(W) 18 PROPOSED ELECTRICAL SERVICE. 62 @ 2.0% 4„ PVC 90 2618.78 INV(N) W U Z 10 2626.49 BURY LINE 16 116' 19 PROPOSED TRANSFORMER AND PAD. z J Q 0 CL 2 90° BEND WITH I 20 PROPOSED ELECTRICAL CONNECTION TO BUILDING. W J 2 - o `THRUST BLOCK - I Z LLJ �p4 20' 8" PVC I I 21 PROPOSED SEWER CLEAN-OUT MERIDIAN STANDARD DETAIL S1. ► , o 1 68' @ 2.0% 4" PVC " I 11' 8" PVC 4 22 PROPOSED WATER BEND WITH THRUST BLOCK PER MERIDIAN �, 0 STANDARD. - �_ Q 23 1 I2I625.55 RIM 3 6 23 ADJUST EXISTING STRUCTURES TO PROPOSE GRADE. J 7 ~ Wa- 3 1 2625.64 RIM 16 16 5' Q 2616.30 INV(S) W - 7 W � � '^ Z) w 2615.90 INV(W) 3 1 1611' VJ o I SS - -- SS SS � S 2616.20 INV(N) W CF J I � • 15 2625.14 RIM Q m r5 i';r`; 15 < 2623.48 INV(SW) I z M 2 r6 0 • `�J a - - 36' @ 0.5% 12" ADS 17 Q ii 2626.30 RIM 0 1 2623.20 INV(W) U 23 2623.30 INV(N) 2623.30 INV(NE) I I so M \ O m a a N M M O 0 I I m 0 ~ O # (n Q z cn Y Q c z o Y o O 53_50U N A U TH O R ZED CHANGES 9 USES NOTE TO CONTRACTOR BASIS OF BEARINGS: BENCH MARK: BENCH MARK: Q Uj= Q w Q o T , THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND THE BASIS OF BEARING OF THIS SURVEY IS GRID NORTH BASED ON TBM#1 TBM#2 Q Q v Q Q / THE WEST LINE OF THE SUBJECT PROPERTY. THE BEARING IS " REBAR WITH YELLOW " REBAR �■ lil m ® USES OF THESE PLANS. ALL CHANGES OF THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE DENOTED AS N01°52'30"E PER GPS COORDINATE OBSERVATIONS PLASTIC CAP INSCRIBED "LS7876" PER BOOK 101, PAGE 13337 N N OF THESE PLANS PRIOR TO CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. IDAHO STATE PLANE, WEST ZONE NAD83. FOUND EASTING: 2465411.21 • ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE THERE MAYBE EXISTING UTILITIES NOT SHOWN ON THESE PLANS. LATITUDE = 43°37'59.60452" EASTING: 2465390.02 NORTHING: 717180.43 a_ / RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND LONGITUDE: = -116°21'06.21906" NORTHING: 717438.26 ELEVATION: 2626.28' N ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO CONVERGENCE ANGLE = 00°24'54.81" ELEVATION: 2628.26' N Know what's beiOW NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN BE USED PRIOR TO CONSTRUCTION AND SHALL BE N PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE Cail before you dig. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES, SHOWN OR NOT SHOWN HEREON. 0F2 iMr W- ` - KEY MAP Am 91AM ad ":24 k IJ �A ol I _1 ■ ■� �tt�ft�rr�r� . • (E) MONUMENT t Is PROPOSED TRANSFORMER ° PROPOSED BIKE RACKS- 1 6� ENHANCED PAVING - LL � 33'1" N 1 I I a/ I I I 100 ESCAPE LANE DISTANCE 25'- y .:. a ° I .. . . . . . . . . . . . . . . . . . a LU Q gJ + ++++++++ EoRMA bN ♦♦♦♦♦> LLl�z LLW `' �* + / t � ++++++++++++++ +++ - ■ O w � � ;U .�. + + PROJECT INFORMATION I^ to I+*+*+*+*+*+*+*+ +I++ m W I . . . . . • I =� . . . . . . . . A+ PARCEL AREA: ±0.76 AC ±33,087 SF Wz ► Im ■ 6 1'+'+'+'+'+'++++++J+ w ; z J+++++++++++++++++A+ FRONT SETBACK: + I Z W 14'-0" 19'-0" 25'-0" J+++++++++++++++++J+ 25'- m O S C _35 ° Qj I - - - - J+ + + + + + + + +J+ co o � � ( N ) PAD , — � ; + + + + + + + + ; LOT COVERAGE: ±9 ' I + ' I '++ '+ z LANDSCAPE AREA EXCL. SETBACK ±5 838 SF o I 12'-0" 7'- 19, 1$«-b"+++++ 19'-0" ww , 1++ + + + + + + + , LANDSCAPE COVERAGE (EXCL. SETBACK) : ± 17 /° U 1 1+++++++++++++++++I+ m + +•+•+•+•+•+•+•+•+ + + + + + + o + + + + + + + + o �co 1 � ,�.�* II II ■■ ■■■■■■■■■■■�■■■■■■■■�■■ ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■ z z I U o+t+ GAS AS 411 GA$; + BUILDING AREA +: +'1+ S 4- + +++++++++++ II I� PAD/SHOPS ±3�100 SF 9 + + `_--- �� Ili I , 'M ,M-,M ,M TOTAL BUILDING AREA ± ++oo I 3,100 SF I uW I—_9k]p_CAROUT�INE__ II __9'.2VCROURINE__�I r (N) TRASH ENCLOSURE E` $$ + + a + + + v I I $$ $ LNt O$---- I --- G� fi � PARKING PROVIDED N ++N + _ + M g „I ** _ :+�+. . . . . 5� _ ,' o PARKING PROVIDED 16 STALLS +� .�: ++ + - - zc ( E ) z OVERALL PARKING RATIO 5.1 /1000 W I ++* O ++ ± 1 I z z . (�s�w�d3s�o sise o s I 313NON - 3138ON00 I PARKING REQUIRED w 1 I - 1� PAD 1 PER 500 6 STALLS w2 co I �' zo I� TOTAL PARKING REQUIRED: 6 STALLS I tea$ 4— a$ � °w I jZ) �gl bp� w� 1 Cr- z - 6,61 co Q N N co "o , 1 0o v 60-co r-- --- I' N .A. P . Now ( E ) BANK N N 1 'I ±4 , 670 SF I I N I I NOTE: This information is conceptual in nature and is subject to _ 1 N adjustments pending further verification and Client,Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect and/or Designer. Scale : 1 " = 20' � z 0 10' 20' 40' CONCEPTUAL SITE PLAN GATEWAY MARKETPLACE 3423 E . USTICK RD LINEMEN& A MERIDIAN I D Wood Investments Co Al 0 2 AReal Estate Development&Nana amen[Com I , DESIGNS PAD DEVELOPMENT PLAN OCTOBER 16, 2023 �� TREE SCHEDULE CONIFEROUS TREES QTY BOTANICAL/COMMON NAME CAL. DISPOSITION 1 Pinus nigra/Austrian Pine Existing Retain DECIDUOUS TREES QTY BOTANICAL/COMMON NAME CAL. — — — — 2 Acer platanoides'Crimson King'/Crimson King Norway Maple 2" I \ I I 5 Malus x'Prairifire'/Prairifire Crabapple 2" (E) MONUMENT m 1 Pyrus calleryana'Chanticleer'/Chanticleer Callery Pear Existing Retain PROPOSED TRANSFORMER I �I PROPOSED BIKE RACKS 09 I ENHANCED PAVING �a I I m 7 Quercus coccinea I Scarlet Oak 2" 17 1 Quercus coccinea I Scarlet Oak Existing Retain a Total Trees on Parcel 17 5Crk Total#of New Trees 15 LOL6 00 Total Trees in Frontage 3 O c � Total of Removed Trees 0 o I I 1 ^ co Tree Protection During Construction w w aco 1. Existing trees shall be identified and preserved with protective fencing to form a Protected Root Zone (PRZ). This �•/ o area encircles the tree at the outer most edge of the canopy and protects the roots growing typically within the top co co 18"-24" of the soil. The PRZ is defined by its "critical root radius." It is more accurate than the dripline for determining z z the PRZ of trees. To calculate critical root radius, measure the tree's diameter(dbh)4.5 feet above the ground, rn measured in inches. For each inch, allow for 1 to 1.5 feet of critical root radius. If a tree's dbh is 10 inches, its critical " ' root radius is 10 to 15 feet. 2. Protective fencing shall be installed prior to any earthwork and until work is complete. Fencing shall be three feet to I four feet in height and installed at the outer most edge of the canopy or Protected Root Zone (PRZ). The temporary g P (N) TRASH ENCLOSURE fencing shall be chain link fencing or other approved durable material. Post"Tree Protection Zone— Keep Out" signs S on the PRZ fencing. SS SS - I - SS -------- 3. No construction or staging equipment is allowed within the Protected Root Zone including heavy equipment that will ' 1 ' s� compact and damage the roots. W I I F �, �co _ i-7 I J CO 4. No disposal of construction materials or by products including paint, plaster or chemical solutions is allowed within the I i z00 Protected Root Zone. �o 5. Natural or preconstruction grade shall be maintained within the Tree Protection Zone. At no time shall soil be in M (w),si zsa 3„os,zs°ioN contact with the tree trunk above the root flare. 6� (iv),ss z5z M„Lo,d9°to S U) co z z I 3132/0NOO 3132i0N00 SJN18b'38 JO SISb'8 313210N00 6. The Protection Zone should be irrigated sufficiently with clean potable water to keep the tree in good health and vigor before during and after construction. Deep watering may be necessary on a weekly basis. Verify depth of irrigation to I I roots. 7. Apply a 4"-6" layer of mulch in the PRZ, 1 foot away from the trunk, before construction begins. I I I co 8. Any work required to be conducted in the ground within the Protection Zone shall be accomplished with an air spade to make roots visible and use of hand tools. 9. Trenches for piping or utilities shall not be constructed with the tree protection zones but shall be re-routed or bored under trees at a minimum of 36" deep. 10. Protect soil and roots from compaction in landscape areas used for driveways, storage or parking with a layer of geotextile fabric and 6" of crushed gravel. NOTE:This information is conceptual in nature and is subject to adjustments pending further verification and Client,Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect and/or Designer. 0 20 40 60 80 feet Z 1" = 20' CONCEPTUAL TREE PLAN GATEWAY MAERKETPLACECUMMINGS CURLEYANDASSOCIAT ES, INC L A N E) S C A P E. A R c H I T E- C T S 1 0 PACIFIC COAST HW , SUITE C ;W_ I MERIDIAN ID EAL BEACH, CALI NIA 90740 Ll 0 1 TEL. 5 INC CONCEPTUAL TREE PLAN OCTOBER 12 2023 IDAHCALIFORNIA 3583 •TEXAS A 37 * W • INEVADANGTON 5 6 • UTAH B 1848 IDAHO LA-17005 •TEXAS 3337 • WASHINGTON 1069 • CLARB 848 TREE SCHEDULE CONIFEROUS TREES BOTANICAL/COMMON NAME CAL. QTY _1 • _ Pinus nigra I Austrian Pine Existing 1 DECIDUOUS TREES BOTANICAL/COMMON NAME CAL. QTY Acer platanoides'Crimson King'/Crimson King Norway Maple 2" 2 (E) MONUMENT • Malus x'Prairifire'/Prairifire Crabapple 2" 5 PROPOSED TRANSFORMER II PROPOSED BIKE RACKS I I ENHANCED PAVING �o • Pyrus calleryana'Chanticleer'/Chanticleer Callery Pear Existing 1 I I m Quercus cocanea I Scarlet Oak 2 7 �1 �� d a d �• • Y a ,' L • x _ m N.j NO Quercus coccinea I Scarlet Oak Existing 1 <v - 55N I I i d - g� ' L0 ui oll `N _ . � coco Q0 Q0 z co o� I '�N411� l• o ww a OD I co� I ° oom zz 7q L-- F& ,r I � I M TRASH ENCLOSURESS O g� Y ---- SS - SS SS N W "q co z oo SHRUB SCHEDULE " .:: ": ": �\ z w w o d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d a SHRUBS CODE BOTANICAL/COMMON NAME CONT QTY M (w),9l Z9Z 3„os,z9oioN co co co (ib),se'asz M„Zo,isoio S W BA Berberis thunbergii'Atropurpurea'/Red Leaf Japanese Barberry 5 gal 6 z z `I I I 313NON00 3132I0N00 SJN18V39-40 SISVE7 31380N00 Cv Coreopsis verticillata'Moonbeam'/Moonbeam Tickseed 5 gal 519 • I � a JT Juniperus chinensis'Monlep'/Mint Julep®Chinese Juniper 5 gal 64 MS Miscanthus sinensis'Variegatus'/Varigated Japanese Silver Grass 1 Gal 65 '�•� PH Panicum virgatum'Heavy Metal'/Berberis thunbergii'Atropurpurea' 5 gal 118 O' RU Ribes aureum'Pursh'I Golden Currant 2 Gal 16 R3 Rosa x'Flower Carpet Pink'/Flower Carpet Rose 1 Gal 113 S NOTE: This information is conceptual in nature and is subject to a{. adjustments pending further verification and Client,Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect and/or Designer. 0 20 40 60 80 feet { ,� 111 201 CONCEPTUAL LANDSCAPE PLAN GATEWAY MAERKETPLACECUMMINGS CURLEYANDASSOCIAT ES, INC L A N D s C A P E A R C H I T E c T s 1 0 PACIFIC COAST HW SUITE C� I MERIDIAN ID EAL BEACH, CALI NIA 40 Ll 0 2 TEL. 5 INC CONCEPTUAL LANDSCAPE PLAN OCTOBER 12 2023 IDAH CALIFORNIA 3583 •TEXAS A 37 * W • INEVADANGTON 5 6 • UTAH B 1848 IDAHO LA-17005 • TEXAS 3337 • wASHINGTGN 1069 • CLArZB 848 z 0 o Q V CONDITIONAL USE PERMIT - SITE IMPROVEMENT PLANS 0: 1 co m om mmm mLLz SITE AND UTILITY PLAN �m mm m0 mm � IN THE CITY OF MERIDIAN , COUNTY OF ADA, STATE OF IDAHO DAHOAN, o O 3423 E USTICK ROAD, MERIDIAN , ID 83646 SOUTHEAST CORNER MARKETPLACE SUBDIVISION �� �1 w TOWNSHIP 3N RANGE 1 E SECTION 04 Oz PROJECT LOCATION CK LEGEND o — — — — PROPERTY LINE/RIGHT-OF-WAY LINE w � 11i' 11 ~ ~ W W Z ADJACENT PROPERTY LINE w w w o E USTICK ROAD w EXISTING EASEMENT w z � aaaaa z LSL LANDSCAPE SETBACK LINE N 89'13'34"E 11.01'(R1) � o F- o N 89°31'10"E 11.01'(M) 0- N 89°13'34"E 81.03'(R1) N w N OH EXISTING OVERHEAD ELECTRIC LINE 1 - N 89°04'08"E 80.94'(M) N L -,0 LL O PROPOSED FLOW LINE w — — — — �� o PROPOSED SAWCUT OH m �H O —OH OH 3 0 20' 40' Q R R PROPOSED RIDGE LINE J J - 10 GAS REGULATOR 1 I PROPOSED ADA PATH STATION EASEMENT — N _ „ �2��� / SCALE: 1" 20' VICINITY MAP c o g > � PROPOSED BUILDING CONSTRUCTION c -,f 21 CONSTRUCTION KEYNOTES SCALE: 1 1 000' PROPOSED CONCRETE 1 1 16.95' � — I O1 PROTECT EXISTING IMPROVEMENTS IN PLACE. NOTES T4 LSL LS 4 0 w .L PROPOSED ASPHALT T 6 I O2 PROPOSED ASPHALT PAVEMENT. Z � > 6 "' ~ 1. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN SET IS ° o PROPOSED LANDSCAPE p 18 1 g, � w O v cn I O3 PROPOSED SIDEWALK. z 21 14 0 w UTILITY QUALITY LEVELS "C" & "D" AS DEFINED IN ASCE v v o w � Q (n �� � � - z 0 PROPOSED TRUNCATED DOMES a STANDARD GUIDELINE FOR THE DEPICTION OF EXISTING 1 - N W 4 PROPOSED CATCH CURB. 0 0 Q yy, w�F N W I O } PROPOSED DECORATIVE CONCRETE 4 22 0 SUBSURFACE UTILITY DATA". > 3 Z o 0 � 0 12 12 �� 1 — O5 PROPOSED SPILL CURB. o a w 22. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS PROPOSED LANDSCAPE WALL 12 ,p �' 15 © PROPOSED 6" VERTICAL CURB. 18 gyp, 2 5 OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO EXISTING CATCH BASIN O7 PROPOSED CONCRETE PAVEMENT. THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES w EXISTING WATER/GAS VALVE 12 �'�s, 8 ° ��� 21 ® PROPOSED CURB RAMP. OR VARIATIONS FROM THE PLANS. o .4 - EXISTING SANITARY MANHOLE 5 23 3 / 4 O9 PROPOSED ADA STALL AND LOADING AISLE. Q c OS ___ 3040 S.F. / a ° w 3. ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE, EXISTING WATER MANHOLE 2 r FFE = 2628.30' z 10 PROPOSED ADA PAVEMENT MARKING. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION. 16 3 Q a TRAFFIC CIRCULATION ARROW 23 a 11 PROPOSED ADA SIGN. 4. ALL PAVEMENTS AND EARTHWORK SHALL MATCH EXISTING PROPOSED WATER METER 12' 10' 5' 10.38' LO ° 0 12 PAVEMENT STRIPING. CONDITIONS OR BE IMPROVED TO THE CITY OF MERIDIAN ® 62.45 9' a —i STANDARD. PROPOSED STORM MANHOLE I ° W 13 REFUSE ENCLOSURE. L ° 5. ALL WORK SHALL CONFORM TO THE CITY OF MERIDIAN PROPOSED STORM INLET �� 5 23 0 14 PROPOSED TRANSFORMER PAD. CONSTRUCTION SPECIFICATIONS AND STANDARDS. ®❑ LOT 11, BLOCK 1 ?M^ 5 I PROPOSED SIGN SOUTHEAST CORNER MARKETPLACE SUBDIVISION N0. 2 w N N 15 PROPOSED ESCAPE LANE. INSTRUMENT NO. 108097641 m 6. COORDINATE LOCATION, HEIGHTS, ETC. OF SITE FEATURES WITH (n�w 8 N/F:IDAHO CENTRAL CREDIT UNION LL, PROPOSED BOLLARD 3375 E. USTICK ROAD °o M 3 ♦'�'. ° 3 w ° ° 17 16 PROPOSED DRIVE THROUGH. ARCHITECT AND LANDSCAPE. Z MERIDIAN, IDAHO 83646 v�j,� 25 ° 11 Q •••••• PROPOSED MONUMENT SIGN APN:R8048320090 — — _ Q o oI 12 _ 5 _ ° ° a 5 5.21' 17 PROPOSED BIKE PARKING. 7. DIMENSIONS OF PROPOSED UTILITY STRUCTURES SHOWN ARE J m Z 25.38' 8.77' 0- PROPOSED HYDRANT 54' 12' 1 18 1.5 FT. LANDSCAPE WALL. APPROXIMATE. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 11-- ® PROPOSED GATE VALVE 1 9 12 - 9'18 19 PROPOSED 3' V-GUTTER. 8. ALL EXISTING UTILITIES SHALL BE PROTECTED DURING LZ 4 2 10 co co CONSTRUCTION, UNLESS OTHERWISE NOTED. THIS INCLUDES, BUT 2i (.fl I PROPOSED BACKFLOW ASSEMBLY R2�' 6, 5 N N 20 PROPOSED STORMWATER INFRASTRUCTURE. SEE NOT LIMITED TO, SANITARY SEWER, STORM DRAIN, WATER MAIN, L� 00 21 SHEET 2 FOR DETAILS. GAS, ELECTRIC, PHONE, CABLE, & FIBER OPTIC. PROPOSED CLEANOUT 5 �� ��,`? O p PROPOSED LANDSCAPE. � PROPOSED TRANSFORMER AND PAD — — , 12 -U-) 2 �o 0 9. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES Z 19 8 co PROPOSED22 PROPOSED DECORATIVE CONCRETE PAVEMENT. AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH a- J Q ,, I UTILITY COMPANIES.19 �� 19 — J Q N 5 2s 23 PROPOSED BOLLARD z LLJ _ PROJECT DATA 6.76' 17' 24 PROPOSED MONUMENT SIGN 10. COORDINATE UTILITY REMOVAL AND INSPECTION OF SANITARY Q P- z Lu PROJECT INFORMATION 25' S' 2 7 9' 25' SEWER AND WATER MAIN REMOVALS WITH THE CITY OF MERIDIAN (n Q 25 PROPOSED ACCESSIBLE STALL SIGN SEWER AND WATER DEPARTMENTS. 0 ASSESSOR'S PARCEL NUMBER(S): R8048320080 o-) 5.43' 5.84' S I w Q LLJ o ADJACENT ZONING: C-G (N,S,E,W) 5 I Lo 12 2 4 4 2 CONTACT LIST EXISTING ZONING: C-G 20' WATER/SEWE I 3 OWNER - DEVELOPER LANDSCAPE ARCHITECTURE W Y EASEMENT 1 N 21 WP5 MERIDIAN II LLC CUMMINGS CURLEY AND ASSOCIATES, INC > U EXISTING LAND USE: VACANT w 2950 AIRWAY AVENUE, UNIT A-9 1700 PACIFIC COAST HWY SUITE C Q 4 4 1 COSTA MESA, CA 92626 SEAL BEACH, CA 90740 LJ (n Z PROPOSED ZONING: C-G I 21 12 I ATTN: MATTHEW BUSH ATTN: ROBERT CURLEY ? Z) o R2.5 1 PROPOSED LAND USE: RESTAURANT, COMMERCIAL (562) 424-8182 LLJ I 21 6 3.5' ,p i�I 5 J • 1 ' 1 `S' 'S'8' CIVIL ENGINEER SURVEYOR Q CV 1 �; �\�/ 5 6j> 20 1 9' ,� �°c ,Q� TAIT & ASSOCIATES, INC. BLEW & ASSOCIATES, PA z M BUILDING INFORMATION 13 , ° 6163 E. COUNTY ROAD 16 3825 N. SHILOH DRIVE 0 8 LOVELAND, CO 80537 FAYETTEVILLE, AR 72703 TOTAL SITE AREA: 0.755 AC (ENTIRE PROPERTY) 6 ^ ���` 7 ° `s' 12 r- 19 <v 2 12 ATTN: TIMOTHY UHRIK, PE 20216 ATTN: P.J.Z ~ PROPOSED DEVELOPMENT AREA: 0.707 AC (DISTURBED AREA) — — — — (970) 612-5444 (479) 443-4506 z o PROPOSED BUILDING AREA: 3040 SQ. FT. 5 — 1 NW0742"W 85.45'77 SHEET INDEX O a I N 88°08'53"W 85.48'(R1) 1 REQUIRED PARKING: 7 SPACES `J 0 16 SPACES (15 STANDARD AND 1 1 1 SITE PLAN PARKING PROVIDED: ADA STALLS) I Ir RL 2 UTILITY PLAN LOT 8, BLOCK 1 1 o BICYCLE PARKING REQUIRED: 2 SPACES SOUTHEAST CORNER MARKETPLACE SUBDIVISION NO. 2 I 1 LOT 9, BLOCK 1 m INSTRUMENT NO. 108097641 I 1 SOUTHEAST CORNER MARKETPLACE SUBDIVISION NO. 2 N N/F:WP5 MERIDIAN II LLC I 1 INSTRUMENT NO. 108097641 a BICYCLE PARKING PROVIDED: 2 SPACES PHYSICAL ADDRESS:3036 N EAGLE RD, I 1 N/F: WP5 MERIDIAN II LLC N MERIDIAN, IDAHO 83646 I PHYSICAL ADDRESS:3036 N EAGLE RD, rn APN:R8048320065 I 1 MERIDIAN, IDAHO 83646 N N SETBACKS: N/A I 1 APN:R8048320070 0 CN o rn ct) COW co CDY o 0 Q W U W L W z UNAUTHORIZED CHANGES 9 USES NOTE TO CONTRACTOR BASIS OF BEARINGS: BENCH MARK: BENCH MARK: Q Uj = Q w Q o a THE BASIS OF BEARING OF THIS SURVEY IS GRID NORTH BASED ON TBM 1 TBM 2 v T THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND # # / THE WEST LINE OF THE SUBJECT PROPERTY. THE BEARING IS " REBAR WITH YELLOW " REBAR �■ �■ m ® USES OF THESE PLANS. ALL CHANGES OF THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER UTILITIES, PIPES, AND OR STRUCTURES SHOWN ON THESE DENOTED AS N01°52'30"E PER GPS COORDINATE OBSERVATIONS PLASTIC CAP INSCRIBED "LS7876" PER BOOK 101, PAGE 13337 N N OF THESE PLANS PRIOR TO CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. IDAHO STATE PLANE, WEST ZONE NAD83. FOUND EASTING: 2465411.21 • ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE THERE MAYBE EXISTING UTILITIES NOT SHOWN ON THESE PLANS. LATITUDE = 43°37'59.60452" EASTING: 2465390.02 NORTHING: 717180.43 a_ / RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND LONGITUDE: = -116°21'06.21906" NORTHING: 717438.26 ELEVATION: 2626.28' N ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO CONVERGENCE ANGLE = 00°24'54.81" ELEVATION: 2628.26' N Know what's below NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN BE USED PRIOR TO CONSTRUCTION AND SHALL BE N PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE ■❑ OF 2 CaII before you dig. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES, SHOWN OR NOT SHOWN HEREON. o z LEGEND o Q U SITE IMPROVEMENT - - - - PROPERTY LINE/RIGHT-OF-WAY LINECONDITIONAL USE PERMIT - PLANS ADJACENT PROPERTY LINE m co EXISTING EASEMENT z SITE AND UTILITY PLANS LsL LANDSCAPE SETBACK LINE U IN THE CITY OF MERIDIAN , COUNTY OF ADA, STATE OF IDAHO FOP FOP - EXISTING FIBER OPTIC LINE Z o UGE UGE EXISTING UNDERGROUND ELECTRIC LINE o UL 3423 E USTICK ROAD, MERIDIAN , ID 83646 w SOUTHEAST CORNER MARKETPLACE SUBDIVISION OH EXISTING OVERHEAD ELECTRIC LINE TOWNSHIP 3N RANGE 1 E SECTION 04 z SS SS - EXISTING SEWER LINE WATER AND SEWER CONSTRUCTION : . SD SD - EXISTING STORM LINE z �. z � 0 WL WL - EXISTING WATER LINE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE a_ "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE CPR - � EXISTING IRRIGATION LINE c� STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. cnUj 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS E UST C K ROAD SS PROPOSED SEWER LINE (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) W Uj PROPOSED WATER/IRRIGATION LINE o Uj FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER aaaaa z MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE I SD PROPOSED STORM LINE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO 0 RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF > > PROPOSED FLOW LINE ° THE WASTEWATER RULES (IDAPA 58.01.16). -OH OH OH- T - -�'r - 7H� - - OH OH E - - - PROPOSED SAWCUT o Q 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES CO OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS - - -I - J J - - - - 0 20' 40' o EXISTING CATCH BASIN NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH I LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE I cV ICV I SCALE: 1" = 20' EXISTING WATER/GAS VALVE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC - - - - DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER ERR - - ( ) _ _ - - - S EXISTING SANITARY MANHOLE o RULES (IDAPA 58.01.16). - UGE - r O ra rL�L U LS EXISTING WATER MANHOLE 2 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE Q Q) ° ( IYGE �- AGE - K E YN 0 TE S TRAFFIC CIRCULATION ARROW o - a SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY I.E. SEEPAGE BEDS, , - F�, Z ° ° DRAINAGE SWALES). eO0 NK NK - FAG o 0 ° UNK Ol PROTECT EXISTING IMPROVEMENTS IN PLACE. ® PROPOSED WATER METER O o UNK N00 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO 19 v v o - ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE O UTILITY CROSSING. CONTRACTOR TO VERIFY GRADES. O PROPOSED STORM MANHOLE Z 0 0 INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 12 0 3 Z o 0 03 WATER MAIN CONNECTION PER MERIDIAN STANDARD. ❑® PROPOSED STORM INLET ,0 ; a ° ° 6. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE I � ° a 3 w WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS I 13 27.94' I ® PROPOSED ANSI/AWWA C 901 WATER SERVICE LINE. PER PROPOSED SIGN REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. I MERIDIAN STANDARD DIVISION 400 2.2. PROPOSED BOLLARD 7. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS M W 05 PROPOSED WATER CONNECTION TO BUILDING. (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) 14 0 Z 0 PROPOSED MONUMENT SIGN Q FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER I - Q © PROPOSED BACKFLOW VALVE AND IRRIGATION STUB. REFER TO 0 MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE _ _ LANDSCAPE PLANS FOR CONTINUATION. p PROPOSED HYDRANT o CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO I ❑ I 0 07 PROPOSED WATER METER PER MERIDIAN STANDARD DETAIL W2. ® PROPOSED GATE VALVE RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). I W ® SEWER CONNECTION TO MAIN. I PROPOSED BACKFLOW ASSEMBLY I FF:2628.30 8. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES I m 0 09 PROPOSED 4" PVC SEWER SERVICE LINE PER MERIDIAN PROPOSED CLEANOUT OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS I :�E STANDARD. NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH I ❑ ❑ PROPOSED TRANSFORMER AND PAD LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE I --- I LJ 10 PROPOSED FIRE HYDRANT PER MERIDIAN STANDARD DETAIL W8 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC I & W9. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 18 RULES (IDAPA 58.01.16). 11 PROPOSED SEWER CONNECTION TO BUILDING. 5 9. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE 11 UGE 12 PROPOSED CONNECTION TO GAS MAIN. z WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., - I - - - 13 PROPOSED GAS LINE. J SEEPAGE BEDS, DRAINAGE SWALES). 09 39' @ 2.0% 4" PVC�� 3 I 14 PROPOSED GAS CONNECTION TO BUILDING. 8 2617.92 RIM 15 PROPOSED ADS STORM INLET. z �p 2617.56 INV(S) W 2617.56 INV(E) 16 PROPOSED WATER SERVICE. PER MERIDIAN STANDARD DETAIL W1. 2i cfl S W 0000 I- -j 21 2619.15 RIM i 17 PROPOSED 12 ADS STORM DRAIN AT 0.50%. O 0 2618.78 INV(W) 18 PROPOSED ELECTRICAL SERVICE. 62 @ 2.0% 4„ PVC 90 2618.78 INV(N) W U Z 10 2626.49 BURY LINE 16 116' 19 PROPOSED TRANSFORMER AND PAD. z J Q 0 CL 2 90° BEND WITH I 20 PROPOSED ELECTRICAL CONNECTION TO BUILDING. W J 2 - o `THRUST BLOCK - I Z LLJ �p4 20' 8" PVC I I 21 PROPOSED SEWER CLEAN-OUT MERIDIAN STANDARD DETAIL S1. ► , o 1 68' @ 2.0% 4" PVC " I 11' 8" PVC 4 22 PROPOSED WATER BEND WITH THRUST BLOCK PER MERIDIAN �, 0 STANDARD. - �_ Q 23 1 I2I625.55 RIM 3 6 23 ADJUST EXISTING STRUCTURES TO PROPOSE GRADE. J 7 ~ Wa- 3 1 2625.64 RIM 16 16 5' Q 2616.30 INV(S) W - 7 W � � '^ Z) w 2615.90 INV(W) 3 1 1611' VJ o I SS - -- SS SS � S 2616.20 INV(N) W CF J I � • 15 2625.14 RIM Q m r5 i';r`; 15 < 2623.48 INV(SW) I z M 2 r6 0 • `�J a - - 36' @ 0.5% 12" ADS 17 Q ii 2626.30 RIM 0 1 2623.20 INV(W) U 23 2623.30 INV(N) 2623.30 INV(NE) I I so M \ O m a a N M M O 0 I I m 0 ~ O # (n Q z cn Y Q c z o Y o O 53_50U N A U TH O R ZED CHANGES 9 USES NOTE TO CONTRACTOR BASIS OF BEARINGS: BENCH MARK: BENCH MARK: Q Uj= Q w Q o T , THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND THE BASIS OF BEARING OF THIS SURVEY IS GRID NORTH BASED ON TBM#1 TBM#2 Q Q v Q Q / THE WEST LINE OF THE SUBJECT PROPERTY. THE BEARING IS " REBAR WITH YELLOW " REBAR �■ lil m ® USES OF THESE PLANS. ALL CHANGES OF THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE DENOTED AS N01°52'30"E PER GPS COORDINATE OBSERVATIONS PLASTIC CAP INSCRIBED "LS7876" PER BOOK 101, PAGE 13337 N N OF THESE PLANS PRIOR TO CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. IDAHO STATE PLANE, WEST ZONE NAD83. FOUND EASTING: 2465411.21 • ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE THERE MAYBE EXISTING UTILITIES NOT SHOWN ON THESE PLANS. LATITUDE = 43°37'59.60452" EASTING: 2465390.02 NORTHING: 717180.43 a_ / RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND LONGITUDE: = -116°21'06.21906" NORTHING: 717438.26 ELEVATION: 2626.28' N ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO CONVERGENCE ANGLE = 00°24'54.81" ELEVATION: 2628.26' N Know what's beiOW NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN BE USED PRIOR TO CONSTRUCTION AND SHALL BE N PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE Cail before you dig. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES, SHOWN OR NOT SHOWN HEREON. 0F2