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HomeMy WebLinkAboutRobertson Square Pre-Plat Vicinity Map —ss so —so VV . Pine Ave. S89'51'19"E 1,420.10' O S89-48'22"E 1,245.30' Z c o �tExisting.Stan Drain _ — EXISTING MH 1 " MH 2 _. _ Basis of Bearing z C M -- —i 67.1 LF 8 PVC 0.60% - West Sixteenth Corner, -— - - —-- - - - - Found Ce ter u Corner, Found East Quarter Corner, T T�7 ss—ss—ss—sst—ss-3s - F n Q arts CL 00 _ _ ound 5 8 r C / rebor w/cap H ssMrr _ _- - Aluminum Cap To Cap _ I 7W 18m- 2592.13' 9 s' VV . Idaho Ave. CP&F 2022-011324 CP&F 2022-009282 CP&F 2022-015224 y -- 2p FxreGng Gas une25.00' >' N 1 ( 2 nv 2509.88' N I V/ �IXi�w�-E4i-IX-w-IXw'�IX-w IX-11 E%-w�IX-w-IX-w IX-w IX-W�IX�11- O av;—GAS CU ' I Existing k — W a� o - - - - - - S89'49'40"E 65.67' -- - - - -__— - - - - - - — - - NOT TO SCALE--- - Pie Ave JN• a N 3 ---= -- Don struct I ,_ --' I - 30 LF 4-inch _ > C-90D PVC sewer service 0 O Q -- 1% Min.� 0pe. See t. ' - I � � ns N El. 259 W0.22 'I tW . I I '� m vi W Ida F"z CNco i i _ E z — rdw a �Ave . / ---I I 20 0 20 I ; � a HORIZONTAL SCALE: 1'=20' N L h _ Q0 L 25 ZZ 93- — — ---- --- -- - r ` m Notes o x W z cos Q 0 m Q 1. THERE ARE NO POTENTIALLY HAZARDOUS AREAS. 2. THERE ARE NO STREAMS, PONDS, LAKES, OR WETLANDS ON THIS PROPERTY. i 3. THERE ARE NO NATURAL DRAINAGE SWALES ON THIS PROPERTY. I Ln / - 4. THERE ARE NO PERMANENT AND/OR SEASONAL HIGH GROUNDWATER AREAS ON THIS PROPERTY. o a N I N / +' 5. THERE ARE NO IDENTIFIED SHALLOW BEDROCK AREAS,UNSTABLE ROCK FORMATIONS, OR LANDSLIDE AREAS ON THIS o �i o 3 PROPERTY. w m NLO 6. THIS PROPERTY IS NOT IN AN AQUIFER RECHARGE AREA 3 I - c o 0 o c > 7. NO UNSTABLE SOILS SUSCEPTIBLE TO EROSION EXISTING ON THIS PROPERTY. ALL AREAS ARE SUITABLE FOR DEVELOPMENT. o r y :2 > L 6 z S89'23'48"E 65.76' N 3 -t > 3 8. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. .� z = o o 0 0 9, POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN. "' U m` 10. PROPERTY LIES WITHIN THE NAMPA MERIDIAN IRRIGATION DISTRICT. HAS A WATER RIGHT AND NO SURFACE WATER PROVIDED o :E a 3 70 THE PROPERTY. o 11. PROPERTY LIES WITHIN THE CITY OF MERIDIAN FIRE DISTRICT. S89'50'll"E 98.98' �I o cli to 12. THIS PROPERTY IS CURRENTLY ZONED R-15. fO _ -- -- — — — — o o _ ya $�. 00cc 13. EXISTING USE: SINGLE FAMILY RESIDENTIAL o o 14. CONTOUR INTERVAL: 2 FOOT DATUM: NAVD 88 `m 15. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS w �m o DEVELOPMENT. / I O y 0 i L 16. THIS PARCEL LIES PARTIALLY WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001CO232J. 17. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: S1212428281. Legend - -- Existing I Q s Building > 0 m M SUBDIVISION BOUNDARY a W N LOT LINE - Existing c 4 i — - - - — STREET CENTERUNE Building � z - - SECTION UNE a - - - -. - - - - PPUBUC UTILITY EASEMENT I `� - - - - - - — ACHD STORM DRAIN EASEMENT INST. NO. 5' 5 Owner/Applicant N EXISTING FENCE - '- AKR Enterprises d EEa— EEP— EEP EEP EXISTING EDGE OF PAVEMENT /.''., o 3350 S. Selatir PI. - - - - - - - - - - - SAW CUT UNE Meridian, ID. 83642 / (208) 859-1266 - 2700- --- -- CONTOUR LINE MAJOR N - I E _ E - -2701 - CONTOUR UNE MINOR - -- -.--— - -� -- Existing Transformer g Found 1/2" pin Land Use Calculations o EXISTING CURB AND GUTTER `^ � b EXISTING SANITARY SEWER MAINLINE _ _ 98,92' - DESCRIPTION AREA (ACRES) PERCENTAGE —EX-SS—EX-SS—EX-SS ' _ _ /I. — 597.14' N89'51'291N 65:83' ( �/— PROJECT 0.42 tO0% ss—ss ss ss— CONSTRUCT 4-INCH SEWER SERVICE Min. 2% `T#' $9'51'29"E 696.0T RESIDENTIAL LOTS 0.42 100% 0' Point of a o w—o-w—Ex-w EXISTING WATER MAIN UNE �� J Beginning i OPEN SPACE AREA LOTS 0 07 CONSTRUCT WATER SERVICE RIGHT-OF-WAY 0 0% E ---ex-w—tx-w— " —�xtP'�—_g4� e6rA— IXA+---�w—�a-�4$i-v:`rF°si ec EeeIX�_ eEa v=Em c�—Eer—sin—eca—erv—rm—ce —also—alas—also— alas— EXISTING PRESSURE IRRIGATION MAIN LINE 30.0 ' _ — - N� IX-w�IX-W IX-w�IX-w-.k1P1�IX-w-IX-w-E(-w�IX-Y-IX-1 O - - RESIDENTIAL LOTS 2 w EXISTING WATER METER X OPEN SPACE AREA LOTS 0 0 d O LOT NUMBER w ; VV . BroadwayAve.-_ - •� w a RESIDENTIAL DENSITY 4.76/Acre p Q ss EXISTING SANITARY SEWER MANHOLE - - - FOUND ~ 3 1 BRASS CAP Survey Narrative Underground Utility Note W ® INSTALL SANITARY SEWER MANHOLE w tf N89'51'29"W 1,257.17' Survey Purpose: To subdivide a parcel of land into 2 residential THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM Q EXISTING FIRE HYDRANT AND WATER VALVE Ex-Ss—Ex-Ss-- TBM1- -Ss—cx-Ss L ax-Ss-�--ex-SS Ex Ss—Ex�`ss—EX-SS—Ex-SS---Ex-Ss—EX-SS -Ex-SS—EX-SS Ex-Ss Ex-SS e,:-ss—ex-SS EX-SS lots. FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE �N — - SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES • SET 1/2 X24° IRON PIN WITH PLASTIC CAP Mi n 1. Boundary Establishment: The boundary defined hereon was SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN LABELED "CENTURION LS 4116" determined from Warranty Deed Inst. No. 2019-119126 and SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT SET 5/8"X24° IRON PIN WITH PLASTIC CAP Record of Survey No. 13999 records, Ada County Idaho. WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE N o LABELED"CENTURION LS 4716° Monuments found were accepted. EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY N w� ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION o g FOUND 5/8 IRON PIN 2. Records Used (all within Ada County, Idaho): AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE ^ o z} LABELED AS SHOWN w z w a. Center Quarter Corner CP&F No. 2022-011324 UNDERGROUND UTILITIES, DEVIATIONS MAY EXIST BETWEEN THE m 3 >2 Found aluminum cap unless otherwise noted b. East Quarter Comer CP&F No. 2023-013475 LOCATIONS SHOWN HEREON AND THEIR ACTUAL LOCATION(S). m M¢ z mIr c. Northeast Section Comer CP&F No. 113105589 w �" w" 15�I zw d. Seabury Subdivision Book 80, Page 8587 - 8588 w z 3 o w o 3 c- e. Sue's Subdivision Book 80, Page 8571 - 8572 Pro set Benchmark f. Deed Inst. No. 2019-089299 g. Deed inst. No. 2019-119126 h. Record of Survey Instrument No. 13999 SHEET NO: M{Tt TBM#1: FOUND 1/2-INCH REBAR WITH "CLS CONTROL" CAP, LOCATED f7-FEET EAST OF THE 607 WEST BROADWAY AVENUE MAILBOX ON THE SOUTH SIDE OF EAST BROADWAY AVENUE NEAR THE SOUTHWEST CORNER OF THE PROJECT. EL= 2593.95'