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HomeMy WebLinkAboutPZ - Civil Plans PAVING LEGEND SITE LEGEND 014 EXISTING CONCRETE PROPERTY BOUNDARY LINE GaU 00 oway EXISTING ASPHALT — — — RIGHT OF WAY BOUNDARY LINE Cl PROPOSED CONCRETE SIDEWALK - — — — — — — — - EXISTING EASEMENT LINE PROPOSED STANDARD DUTY CONCRETE SETBACK LINE 6162 S.Willow Drive,Suite 320 Greenwood Village,CO 80111 PROPOSED STANDARD DUTY ASPHALT EXISTING TO REMAIN 303.770.8884 PROPOSED NEW GallowayUS.com FUTURE NEW EXISTING SIGN SITE SCHEDULE EXISTING UTILITY STUB MARKER C h i n d e n B I V d N O EXISTING CONCRETE SIDEWALK TO REMAIN. rR EXISTING PAD MOUNTED TRANSFORMER O EXISTING CURB AND GUTTER TO REMAIN. EXISTING LIGHT POLE 0 10 20 EXISTING SANITARY SEWER MANHOLE \�� O PROPOSED 4" CONCRETE SIDEWALK. 1.5% MAX. CROSS SLOPE. EXISTING STORM DRAIN MANHOLE \DO�JG SCALE:1"-20' R o O PROPOSED WHITE PAVEMENT MARKINGS. ❑® EXISTING STORM DRAIN INLET �c4 \Gj W O` ``' Q w z O PROPOSED 4" SOLID YELLOW PARKING STRIPE. wO EXISTING WATER METER \I\ � 0 z 3 Q¢ Da EXISTING WATER VALVE \ !� a z O PROPOSED ACCESSIBLE PARKING SPACE. EXISTING IRRIGATION VALVE \OK, Of P= �¢-, EXISTING CURB AND GUTTER o w O PROPOSED PEDESTRIAN RAMP. = Y = o a X OO ® PROPOSED SANITARY SEWER STRUCTURE W 00 Z O PROPOSED TRASH ENCLOSURE. COPYRIGHT � ® PROPOSED STORM DRAIN STRUCTURE THESE PLANS ARE AN INSTRUMENT OF SERVICE W BEGIN 2 "' PROPOSED STORM DRAIN CATCH BASIN AND ARE THE PROPERTY OF GALLOWAY,AND MAY O PROPOSED 4" WIDE PAINTED YELLOW STRIPES AT 45' 0 2'=O.C. ® NOT BE DUPLICATED,DISCLOSED,OR REPRODUCED S897735"E WITHOUT THE WRITTEN CONSENT OF GALLOWAY. ---�--------------- ----- -- - T PROPOSED SIGN F li F 1 - 177.70' 10 PROPOSED ORDER POINT AND MENU BOARD. ® PROPOSED ADA PARKING SYMBOL COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. _� „ PROPOSED ASPHALT PAVEMENT. PROPOSED BIKE RACK -��_ _________ — — — — PROPOSED CURB AND GUTTER ------- ---- --------------------------------------------------------1 ----_--_ ____�_ __ - - - - - - - - - - - - - - - - - - - - - 12 PROPOSED CONCRETE PAVEMENT. - PROPOSED RETAINING WALL LIMITS OF ARCHITECTURAL SCOPE PROPOSED 24" CURB AND GUTTER.. -� �� - - - - - - - - - - -- -------- 14 PROPOSED STOP SIGN. I a 17 • so. 6' 15 PROPOSED ADA SIGN. UCn W a N a s a d 16 PROPOSED BIKE RACK. J w 3 - - r' a6' ° _J l`R' 17 PROPOSED MONUMENT SIGN. — � - - - - -c - - - - - - _ — — — — — — — — — — — L - - — 18 PROPOSED RETAINING WALL. 7 — — — — — — — — — — — — — — — — — — — — — — — 7} �25/ ° R15' R20' 13 BEGIN 4 R25' � 1 TYP.R2.5' 10 13 � N 4 �a g R3' R10' 13� w EGIN a 13 � 6 N � Q) 55.61' 7 11 R3' 12 in U 4 TYP(5 I 13 I TYP. 10' SETBACK� 3 4 ° 10' SETBACK I GFI - MERIDIAN a ® 6' 12' 5' 19' 24' 19' INVEST ° 3 ® ° R3' PARCEL�5330760800 U) O Z 13 LOST RAPIDS N PROPOSED °° z O DEVELOPMENT II LLC NZ3STRUCTURE 12 UJ J PARCEL: 5330760600 � z I 44.95' 3,103 SF R3 W m El z °° °12' 12' U Io O Iw o _ o N90'00'00"W I A � 9 15 13 END z ° z � Id ® �d I — > Q U z z UJ 0 w Q R25' CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL INFORMATION z F— — 3: p 16 19' FOR FINAL ACCEPTANCE OF WORK FOR ANY LOCAL, STATE OR Q rn W a FEDERAL AGENCY, UTILITY DISTRICT OR ANY OTHER AGENCY OR J O uJ (.0 LU 12 13 DISTRICT HAVING APPROVAL AUTHORITY OVER WORK. THIS > M ° 3 R24' INFORMATION MAY INCLUDE, BUT IS NOT LIMITED TO, AS—BUILT 5' ® El12' 5 P. PLANS, CERTIFICATIONS, INSPECTIONS AND REPORTS. a R3' I 4 -' I R5' # Date Issue I Description Init. 4 13 END BASIS OF BEARING 1 4/20/22 1st CUP Submittal DJS O DRIV 8 _ 4 7 = THRU BASIS OF BEARING: ALL BEARINGS ARE BASED ON THE WEST LINE OF LOT 7 OF THE PLAT OD 5 _ a LOST RAPIDS SUBDIVISION IN A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, 13 9' a TOWNSHIP 4 NORTH, RANGE 1 WEST OF THE BOISE MERIDIAN, U.S. SURVEY, MONUMENTED ON R6' xo / THE SOUTH END BY A RIGHT OF WAY MONUMENT (ORANGE PLASTIC CAP "KSK 16662') AND I p — R3 R3' R1 T 13 1 G b ON THE NORTH END BY A RIGHT OF WAY MONUMENT (ORANGE PLASTIC CAP "KSK 16662") • , �TYP R5 9 P AND IS CONSIDERED TO BEAR N00'32'20"E, PER RECORD AND IS MONUMENTED AS SHOWN. �. 4 N LEGAL DESCRIPTION ° I 11 -- :"�I U' 9 11 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ADA, STATE OF ID, • �' O AND IS DESCRIBED AS FOLLOWS: R15' TYP.t 5 R3' 7 R3' TYP it F R5' � X R10' - LOT 7 IN BLOCK 1 OF LOST RAPIDS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, FILED IN �� BOOK 119 OF PLATS AT PAGES 18496 THROUGH 18501, RECORDS OF ADA COUNTY, IDAHO. 3 "� 24 ( PARCEL II: 13 3 g' ❑ 14 EASEMENT RIGHTS AS CONTAINED IN DECLARATION OF EASEMENTS, COVENANTS, CONDITIONS AND a" RESTRICTIONS, RECORDED JUNE 12, 2020, AS INSTRUMENT NO. 2020-071547, RECORDS OF ADA R15' ® COUNTY, IDAHO. - - AND - -- 13 NDJ BENCHMARK Project Na: d I `=/ BENCHMARK: ROAD CENTERLINE MONUMENT ORANGE PLASTIC CAP" KSK 16662" (SHOWN HEREON) Drawn By: KSB • S8977'16"E NAVD88 ELEVATION = 2555.02' Checked By: DJS s Ss < a • Z Y 14s.s4' CAUTION — NOTICE TO CONTRACTOR Date: 2022.04.14 �j U Q m • a � W w N 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED a o - BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE • SITE PLAN - 1 EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN N APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S # RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, COSTCO WHOLESALE CARP PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIESTO THE Know what's below. • s PARCEL: 5330760300 ENGINEER PRIOR TO CONSTRUCTION. m Call before you dig. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S 0 RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO C0 o THE ENGINEER PRIOR TO CONSTRUCTION. ■ m o 0 „� ���� GRADING LEGEND SITE LEGEND --------5460-------- EXISTING MAJOR CONTOUR PROPERTY BOUNDARY LINE Ga ��owa 52 EXISTING MINOR CONTOUR - - - RIGHT OF WAY BOUNDARY LINE 1 --- 5465 PROPOSED MAJOR CONTOUR - - - - - - - - - EXISTING EASEMENT LINE ` _ 66 PROPOSED MINOR CONTOUR SETBACK LINE Willow Drive,Suite 320 - -�- Greenwood Village,CO 80111 - --- --- - - - -r -- PROPOSED GRADE BREAK EXISTING TO REMAIN 303.770.8884 PROPOSED SPOT ELEVATION PROPOSED NEW GallowayUS.com 15.00 FF FINISHED FLOOR FUTURE NEW C h i n d e n B I V d 15.00 FL FLOWLIINE EXISTING SIGN 15.00 GB GRADE BREAK Av EXISTING UTILITY STUB MARKER 15.00 ME MATCH EXISTING rR EXISTING PAD MOUNTED TRANSFORMER 11 A 15.00 SW SIDEWALK EXISTING LIGHT POLE 15.00 FG FINISHED GRADE SS EXISTING SANITARY SEWER MANHOLE N15.00 TR TOP OF RAMP SD EXISTING STORM DRAIN MANHOLE \OQ 0 10 20 15.00 BR BOTTOM OF RAMP ❑® EXISTING STORM DRAIN INLET WO EXISTING WATER METER SCALE:1"=20' EXISTING WATER VALVE EXISTING IRRIGATION VALVE EXISTING CURB AND GUTTER -------- 0�" - - - ® PROPOSED SANITARY SEWER STRUCTURE COPYRIGHT ���-'---�--- ------ - - 58-- PROPOSED STORM DRAIN STRUCTURE - - ------ THESE PLANS ARE AN INSTRUMENT OF SERVICE F II-F� PROPOSED STORM DRAIN CATCH BASIN AND ARE THE PROPERTY OF GALLOWAY,AND MAY -- NOT BE DUPLICATED,DISCLOSED,OR REPRODUCED ---- -------- ------------ SD PROPOSED STORM DRAIN WITHOUT THE WRITTEN CONSENT OF GALLOWAY. __ COPYRIGHTS AND INFRINGEMENTS WILL BE ------ -------- ------ ------ ----------------- -------------------------------------------------------- ------------------ 59 _ _ _ PROPOSED SIGN ENFORCED AND PROSECUTED. - - 1 r t PROPOSED ADA PARKING SYMBOL 0 � ``59 - �' -�---- - g -- ,`� 5921 SW ----- PROPOSED BIKE RACK -_ _ ___ - --------- -- ---------- GUTT E R -- 59 - - ---- --------9 - -------------------------J -- ---_ ----------------58--------------------_--- PROPOSED RETAINING WALL 55.85 SW - 57 ; ,\ ° 58.53 SW S9 55.85 SW _ 58.53 SW 58.30 BW 56 '--_ 56.96 SW 56.56 FG 56.08 FL 56.13 EOC 58.95 TW 55.90 BW - I 55.46 FL - 56.99 SW o 56.00 FL 0 55.06 FL ? 55.41 FL 55.96 FL I 55.97 FL 58.95 TW �r 56.05 FL 56.99 TR ® 56.46 F® I O� 55.96 FL 55.49 FL a 55.58 FL STM-1 54.92 TG 55.64 FL \S6, I Ki 56.96 TR 55.95 FL SINGLE CURB INLET (24" X 35.5") ^1 5s.1s FL � �s 5s.00 EOG � � 55.61 FL 55.71 FL �� 55.67 FL � �s RIM= 2554.92 o a 56.23 FL I 56.46 FL 0 .27 FL g ? 55.60 FL 5 55 56.17 FL ���, 56.49 BR o � I � I a . 55.87 FL s 56.14 FL I o 56.46 BR CD I 56.53 FG 0 0 55.96 EOC Cr!i w 56.08 FL 6 I 56.05 EOC O' cn 55.48 FL 56.49 BR 56.46 FL 5% 56.00 EOC 55.97 EOC �-� I M A � M_ 56.46 BR 55.95 FL 09 ®, 56.21 FL n 55.44 FL 55.20 FL oo_ 55.87 FL BR i ___ � 55.94 FL s 56 STM-3 56.21 BR 56.46 FL 55.85 FL 55.97 EOC 4" CLEANOUT ORI - 56.71 TR CONNECT TO ROOF DRAIN r- 56.27 FL 2.00% 1.50% 55.92 FL 55.96 EOC 55.97 EOC a 56.79 TR 56.91 SW 2.26% 5s 99 TR � 56.96 TR I 55.91 EOC 55.93 EOC RIM= 25g5.89 p� I o 55.90 EOC 56.00 EOC 55.93 EOC 55.98 EOC 4" HDPE-5.54_LF @ 7.78% a oLi STM-4 o 4" CLEANOUT 209% O RAMP DETAIL O TRASH ENCLOSURE DETAIL CONNECT TO ROOF DRAIN RIM= 2556.95 1a� ,-56 54.68 TG SCALE: 1" = 10' SCALE: 1" = 10' 4" HDPE-18.04 III LF @ 7.78% STM-6 ' STM-2 56s7 sw O�'56.55 FL 56.15 FL SINGLE CURB INLET (24" X 35.5") i RIM= 2552.00 5s.s7 sw o RIM= 2554.68 56.06 FL C) 57.92 TW 56.50 GB 56.00 FL o LOST RAPIDS 57.00 BW PROPOSED 56.46 GB DEVELOPMENT II LLC a 0.50% 3.00q 56.38 GB ; � STRUCTURE 5�GB 56.26 FL 56.02 FL �- PARCEL: 5330760600 56.50 GB 3,103 SF ���rr�� p 56.38 GB 6�. FF=2557.00 Ln 0 1.67% O� z V " i a I 0 55.94 FG 55.13 FL 54.89 FL a a _ � 55.25 FL m 10 HDPE-40.78 LF @�� 96% = 1.67% W Z it a 1.71% 0 55.27 FL z p I - 0 STM-12 _ !_ hod° 55.58 FG 55.15 FL 54.75 FL 0 0 z 4 HDPE-17.34 LF�@ 14.34% j � NULL STRUCTURE �� 162 o' 0 = Q STM-11 RIM= 2551.20 A 1.42% f 1'► 0 z 0 p d O V 4" CLEANOUT o 55.94 FG CONNECT TO ROOF DRAIN x�`�� ' � o�' z � co RIM- 2556.93 5s.33 FL W W Q>>8y 2 o Q,1.33% z 0 p 2.11% �o STM-7 10 HDPE-61.65 LF @ 1.96% a o SINGLE CURB INLET (24" X 35.5") Q RIM= 2555.88 _3 00 LJJ (.0 W 5 .26 FL 56.78 SW O.00% 56.83 SW 1.507 / M 56.83 SW o - 56.83 SW o_ I S6 o 56.70 SW 56.74 SW 56.24 FL 56.24 FL B �D � # Date Issue I Description Init. 1 4/20/22 1st CUP Submittal DJS 56.18 FL �� 56.00 FL 56 56.03 FL - - 56---- 55.93 F' �- - - - - - - - 55.99 FL STM 14 O MH-ECCENTRIC (4' 0) 55.98 FL 56.02 FL 55.61 FL RIM= 2555.77' I 1.09% STM-10 I I 10 HDPE-48.59 LF @ 5.54% � MH-ECCENTRIC (4' 0) m �1 RIM= 2555.39 1 GRADING NOTES 55.47 FL 55.49 FL __--J 1. REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. DRAWINGS AND SPECIFICATIONS I - -- - - - - - - - -/O'• 55.40 FL _ 55.42 FL 55.74 FL 55.83 FL 56.23 FG --��= ��_ __- SHOWING OTHERWISE NOTWITHSTANDING. CONTRACTOR TO POINT OUT ANY DISCREPANCIES TO 55.24 FL - ,SO = / -- --- -- THE ENGINEER OF RECORD PRIOR TO BID. 10 HDPE-25.23 LF @ 15.65% 55.12 FL STM 13 ,o - �I MH-ECCENTRIC (4 0) F\�8� 55.87 SW ��O�o 55.97 FL STM-5 RIM= 2555.55 5 �J 2. NO WORK IS TO BEGIN UNTIL ALL PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE .86 SW ( COPIES OF ALL STATE AND LOCAL STORMWATER DISCHARGE AND EROSION CONTROL PERMITS SINGLE CURB INLET (24" X 35.5") 55.16 FL 55.96 FL ON SITE PRIOR TO ANY DISTURBANCE AND/OR GRADING ACTIVITY. RIM= 2554.82 54.82 TG 55.16 FL ,9� 55.18 TG 55.53 FL 09 4. THIS DESIGN IS BASED ON A SOIL AND FOUNDATION INVESTIGATION. A COPY OF THIS / ® I ??? ME \ r REPORT IS AVAILABLE FOR INSPECTION BY THE CONTRACTOR. ---- 5. ALL LANDSCAPING AREAS SHALL BE GRADED WITHIN 0.10' OF DESIGN WITH APPROVED TOP 55.96 SW STM-9 SOIL TO A MINIMUM DEPTH AS SPECIFIED BY THE LANDSCAPE ARCHITECT AND CITY / 56.02 sw SINGLE CURB INLET 24" X 35.5" SPECIFICATIONS. / STM-8 RIM= 2555.89 ( ) 6. ALL SPOT GRADES SHOWN ARE TO FLOWLINE UNLESS OTHERWISE NOTED. a a • A� / o' SINGLE CURB INLET (24" X 35.5") Project No: Q a r J 55 RIM- 2555.18 10 HDPE-20.30 LF @ 9.10% O 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OF ONSITE • , - SEDIMENTS ONTO SURROUNDING PUBLIC STREETS DURING CONSTRUCTION. REFER TO EROSION Drawn By: KSB m i S CONTROL PLANS AND DETAILS FOR INFORMATION. a i SSA Checked By: DJS S. GENERAL CONTRACTOR SHALL PROVIDE BARRICADE PROTECTION AS REQUIRED BY THE CITY CAUTION - NOTICE TO CONTRACTOR AROUND ALL FOOTINGS, EXCAVATIONS AND ALL OFFSITE WORK. Date: 2022.04.14 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED } 9. THE PROPOSED STORM SEWER SYSTEM ON-SITE IS PRIVATELY OWNED AND MAINTAINED. BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE 0 EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN � GRADING PLAN COSTCO WHOLESALE CORP 10. ANY FILL MATERIAL REQUIRED TO BRING THE SITE TO GRADE SHALL BE CLEAN FILL DIRT APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S l PARCEL: 5330760300 APPROVED BY GEOTECHNICAL ENGINEER AND SHALL BE PLACED AND COMPACTED PER RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, GEOTECHNICAL REPORT RECOMMENDATIONS. PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, 0 PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIESTO THE Know what's below. 11. TOP OF GRATE (TOG) AND FLOWLINE (FL) SPOT GRADES AT INLETS DO NOT INCLUDE GUTTER ENGINEER PRIOR TO CONSTRUCTION. Call before you dig. DEPRESSION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO 0 THE ENGINEER PRIOR TO CONSTRUCTION. C2 . 0 m o 0 UTILITY LEGEND SITE LEGEND ® EXISTING WATER LINE PROPERTY BOUNDARY LINE W PROPOSED WATER LINE — — — RIGHT OF WAY BOUNDARY LINE GaUoway NEXISTING SANITARY SEWER - — — — — — — — - EXISTING EASEMENT LINE C h i n d e n B I V d 0 10 20 SS PROPOSED SANITARY SEWER SETBACK LINE 6162 S.Willow Drive,Suite Greenwood Village,CO 801110 EXISTING UNDERGROUND ELECTRICAL EXISTING TO REMAIN 303.770.8884 SCALE:1"=20' EXISTING STORM SEWER PROPOSED NEW GallowayUS.com SD PROPOSED STORM SEWER FUTURE NEW R EXISTING SIGN EXISTING UTILITY STUB MARKER z z a¢ LTIJ EXISTING PAD MOUNTED TRANSFORMER � o CDz EXISTING LIGHT POLE W U P =O N w SS EXISTING SANITARY SEWER MANHOLE Cn X ` O���C,�\O — Y Z Q w SD EXISTING STORM DRAIN MANHOLE Ln r EXISTING STORM DRAIN INLET OW EXISTING WATER METER VALVE � '��� EXISTING IRRIGATION VALVE ------- _ _ __ EXISTING CURB AND GUTTER OO PROPOSED SANITARY SEWER STRUCTURE COPYRIGHT 0 ® PROPOSED STORM DRAIN STRUCTURE THESE PLANS ARE AN INSTRUMENT OF SERVICE PROPOSED STORM DRAIN CATCH BASIN NOT BE DUPLICATED,DISCLOSED,OR REPRODUCED 0 ® AND ARE THE PROPERTY OF GALLOWAY,AND MAY ----S�- SD— 5�------------5�---- ----- ------ - SD SD SD - SD— SD SD SD SD SD S T PROPOSED SIGN WITHOUT THE WRITTEN CONSENT OFGALLOWAY. SD— SD SD— D - - D— ,, SD SD SD SD �D— a SD ® PROPOSED ADA PARKING SYMBOL COPYRIGHTS AND INFRINGEMENTS WILL BE SD SD SD ENFORCED AND PROSECUTED. N w a PROPOSED BIKE RACK � w ° a a ° PROPOSED CURB AND GUTTER w ° d PROPOSED RETAINING WALL — — — _ - - - - — L - - — — — — — — — ZJ a STM-1 ° ° a a 'a a ELECTRICAL NOTES a a o �9 a E1 EXISTING TRANSFORMER TO REMAIN. � a a E2 EXISTING PRIMARY UNDERGROUND ELECTRICAL LINE. � a E3 PROPOSED SECONDARY LINE FROM TRANSFORMER TO BUILDING CT CABINETS. rn a a E4 PROPOSED ELECTRICAL POINT OF CONNECTION TO BUILDING. i �V' a a a 10' SETBACK WATER FLAG NOTES a a W1 PROPOSED CONNECTION TO EXISTING STUB, 2" METER AND BOX. a W2 PROPOSED 2" PVC OR TYPE K COPPER WATER LINE. 10' SETBACK S3 STM-3 ° a SST-7 4" CLEANOUT STM-6 9 - MERIDIAN W3 PROPOSED POINT OF CONNECTION TO BUILDING. STP-2-7.78% DEPARTURE POINT ° INVESTMENTS II LLC STM-2 RIM= 2554.35 PARCEL:5330760800 W4 EXISTING WATER METER TO BE RELOCATED TO LANDSCAPING. STP-3- o S3 STM-4 LOST RAPIDS PROPOSED 4" PVC-9.20 LF DEVELOPMENT II LLC j o STRUCTURE PARCEL 5330760600 3,103 SF SST-8 SANITARY SEWER FLAG NOTES cl• S3 S3 4" CLEANOUT EXISTING SANITARY SEWER STUB TO BE USED. CONTRACTOR TO FIELD VERIFY SIZE AND a LOCATION. RIM= 2556.36 ��o , 1112111- S2 p. S2 PROPOSED 4" PVC SANITARY SEWER LINE. U) 0 a �`Q� S3 PROPOSED 4" SANITARY SEWER CLEANOUT PER MERIDIAN CITY STANDARDS. -STM11 �r� Q STM-12 U2 E4 O� S4 PROPOSED POINT OF CONNECTION TO BUILDING. w V J `STP-11-14.34% rn PROPOSED GREASE INTERCEPTOR. CONTRACTOR TO COORDINATE ARCHITECT FOR TYPE CC `� m cn - _ m S5 AND SIZE. G V w 0 4 PVC 5.29 LF i SST 9 Z s2 LU » 4" CLEANOUT Z SST-1 4 PVC-12.41 LF 0 4" CLEANOUT S4 � RIM= 2556.14 O Q Q DEPARTURE POINT U1 E3 / _ DRY UTILITY FLAG NOTES 0 W _ Q RIM= 2554.34 S3 �, I / I fn V p G O / U1 PROPOSED GAS LINE ROUTE. COORDINATE WITH GAS COMPANY FOR FINAL CONNECTION V = Z 4" PVC-18.20°LF S2 S3 iI/ O POINT LOCATION AND ROUTE TO BUILDING. Z x Q (� Z " PVC-7.03 LF +S2 S2 U2 PROPOSED GAS POINT OF CONNECTION TO BUILDING. z w Q W Q a 4 v� �ter— 4" PVC-25.68 LF SST-2 • S3 STM-7 I U3 EXISTING GAS STUB TO PROPERTY. Q a w C 4" CLEANOUT m J D M W i RIM= 2556.16 S3 > M S5 — STM-14 _ _ SST-5 4" CLEANOUT I W2 RIM= 2556.17 —SST6 I � ,5• SST-4 I # Date Issue I Description Init. MH-ECCENTRIC (4' 0) CONNECT TO STUB p FIELD VERIFY DEPTH AND LOCATION BASIS OF BEARING 1 4120/22 1st CUP Submittal DJS cp RIM= 2556.17 _ � RIM= 2546.66 BASIS OF BEARING: ALL BEARINGS ARE BASED ON THE WEST LINE OF LOT 7 OF THE PLAT OD _ _ _ _ _ _ _ S,T m / �� LOST RAPIDS SUBDIVISION IN A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, I STM-10 N TOWNSHIP 4 NORTH, RANGE 1 WEST OF THE BOISE MERIDIAN, U.S. SURVEY, MONUMENTED ON / STM-13 '0]�2 a / 11 THE SOUTH END BY A RIGHT OF WAY MONUMENT (ORANGE PLASTIC CAP "KSK 16662") AND SST-3 co JO UE ON THE NORTH END BY A RIGHT OF WAY MONUMENT (ORANGE PLASTIC CAP "KSK 16662") 1000 GAL-GREASE TRAP-/ 9 C G 24' G AND IS CONSIDERED TO BEAR NOO'32'20"E, PER RECORD AND IS MONUMENTED AS SHOWN. RIM= 2556.16 — - W4 s1 I �s 0 I u3 E1 LEGAL DESCRIPTION STM-5 \� I THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ADA, STATE OF ID, S \ TCD AND IS DESCRIBED AS FOLLOWS: •• — — — W1 8`9��9 — PARCEL I: — — — — — STM-8 — — STM-9 W - LOT 7 IN BLOCK 1 OF LOST RAPIDS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, FILED IN • �. e INr - - W - - - - W W W W V W W— — E - - - - E2BOOK 119 OF PLATS AT PAGES 18496 THROUGH 18501, RECORDS OF ADA COUNTY, IDAHO. UE - - UE - UE UUE UE— UE UE PARCEL II: • , . a � SS z _- � _ i � G .d • • • w � w S SS SS SS SS EASEMENT RIGHTS AS CONTAINED IN DECLARATION OF EASEMENTS, COVENANTS, CONDITIONS AND a ¢ w N RESTRICTIONS, RECORDED JUNE 12, 2020, AS INSTRUMENT NO. 2020-071547, RECORDS OF ADA ° SD SD-- SD-u-, o- SD COUNTY, IDAHO. N - SD SD SD SD SD w -- w I � BENCHMARK Project No: COSTCO WHOLESALE CORP BENCHMARK: ROAD CENTERLINE MONUMENT ORANGE PLASTIC CAP" KSK 16662" (SHOWN HEREON) Drawn By: KSB 1 PARCEL: 5330760300 NAVD88 ELEVATION = 2555.02' Checked By: DJS 5 0 CAUTION - NOTICE TO CONTRACTOR Date: 2022.04.14 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE no UTILITY PLAN EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN 0 APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S _ RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIESTO THE Know whaVsbelow. m ENGINEER PRIOR TO CONSTRUCTION. Cull before you dig. E 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO C30 0 THE ENGINEER PRIOR TO CONSTRUCTION. ■ m _ 0