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HomeMy WebLinkAboutC1.0_Grading 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