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HomeMy WebLinkAboutC-2.0 Existing Conditions & Demolition MERIDIAN CITY APPROVAL DM ' � Partners 2815 East 3300 South, Salt Lake City, UT 84109 (801) 305-4670 www.edmpartners.com • SCALE: 1" = 80' / I I THE KEEP I I I� - �� CONTRACTOR TO LOCATE AND PHASE 1 I I THE KEEP EXISTING CONCRETE f .Q I I I REMOVE BLOW-OFF AND �, VERIFY EX. SEWER STUB PRIOR I I I I I I I I / I I I BLOCK 1 I I CONNECT TO EX. WATER a TO THE CONSTRUCTION OF THE PHASE 1 WEIR STRUCTURE 0 40 80 160 240 / I I Y \ I I I I II BLOCK 3 II II TO BE REMOVED GRIMMETT LATERAL SYSTEM PER THE WATER PROPOSED SEWER SYSTEM. GRIMMETT LATERAL / OWNER: IMPROVEMENT PLANS. REMOVE STUB TO NEXT BELL TO BE PIPED S00°22'25"E 45.93' TO REMAIN OPEN DITCH 14 15 3 1 1 15 14 13 12 11 Dawson Ranch, LLC 1 — I I AND CONNECT. — fl —— � 6865 S. PemberleyP1./ / ------------- ------- �_ - — _ S00°23'31"E 1213.70'_�_ — — — — — — — _. — — J 13 — I / — — — —I —� — _____- - w _----- — — -- — — - _ -- — — — — — — °_ ° Meridian, ID 83642 / _ —DITCH _== —=(2�so)== ===___==== === — j // / Contact:Jarron Langston — — (sear —DITCH DITCH —DIT>F� --DffCi+ —i= — — 27 = — / EX. I RR. BOX 12 -- TERpL _17rrc># ash eas,� / /— - ( 50�� _ _ —13rrcFr — — BITCH=� _ ��Irfw- — r�\\ / N49°59'57"W / — — _ E�k_ (gases— —X= END REALIGNMENT AND PIPING / / \ 1 EX. PIPE INLET - — — 540.33 GR�MM .. ' / / EXISTING GRAVEL / �� �� L7.51' Phone: 208 724-6239 l — 509°3551 E — - `�a5 OF THE GRIMMETT LATERAL / EXISTING GRAVEL �\ — —f— —DITCH - «as' — � , x TEST PIT/// (/ ROAD, TO REMAIN \ ROAD, TO BE REMOVED EX. IRR. BOX I I _i� —r _T . a5�_� (sas)--- - / _REMOVE EXISTING GRAVEL SHGWE: <2736.43 FENCING ROAD, TO BE REMOVED REMOVE GAS LINE - / O p _ - 1aas // — —O i REMOVE POWER o N (bS2� ��!//����P�N , _ «a5� 1 EX. PIPE OUTLET r �� NOTES: T ABANDON EX. SEPTIC SYSTEM. /�% / 1. This drawing is considered preliminary unless TEST HOLE y'�" ,�-'�y � ,,� / �� �_ �i � ���EX. IRRIGATION I SHGWEST2738.32 ��� � //�/ / � y TEST PIT REMOVE STRUCTURE / -r / g P Y ySHGWE: <27 15.79 �� VALVES LO ERAL TO NEW PUBLIC ER /�,��� p EXISTING GRAVEL / _ //� affixed with a municipal approval or EX. SLOPE \�y Y " / ® = =� — / S�WER SERVICE. SEE SHEET I ROAD, TO BE REMOVED / ;/ /i// accompanied by a separate approval document. . REMOVE EX. GAS LINE. -/ x \/ / / 2. All sanitary sewer improvements shall conform EASEMENT \ / — — — J + 1.1 FOR PROJECT UTILITY y p 3 COORDINATE WITH PROVIDER i �X I / a i /� PROTECT ALL N 2747)=rh`� TO ABANDON SERVICE. —/ /NOTES AND C 4.0 FOR LAYOUT. x ` �� /� i with the standards an specifications oft e �,� ��� � / COORDINATE ABANDONMENT — \ — — — — j/i% ���i City of Meridian. CURB, GUTTER, C I J (2747) y K WITH HOOK UP TO PROPOSED %jam i i 3. All culinary water improvements shall conform WALK Et N \ I 12j481 PROTECT EXISTING / SEWER SYSTEM. �' ��^�yi with the standards and specifications of the IMPROVEMENTS EXISTING STRUCTURES / J �� (2749) DRIVEWAY , EXISTING GRAVEL �� / �. \\\ City of Meridian. WITHIN THE R.O.W. I I TO BE PROTECTED / / / ® � � � ROAD, TO REMAIN T 9��!��/� / �%i��<< "' \\\ 4. All improvements in the public right of way \ CONTRACTOR TO MAINTAIN / y ���� -/% \\\ �\ \ shall conform with the standards and 00 I _ - POWER SERVICE TO EX. HOUSE TEST PI a / T T y % \ (2750))— SHGWE: <N6.54 l // /� �o \ \\ specifications of the Ada County Highway 25.00' DURING CONSTRUCTION. \ �. ,I , ; / \\ District (ACHD) and the Idaho Standards For REMOVE EX. SEPTIC ROW COORDINATE WITH HOMEOWNER �� '—,—(2750)—r �' >r %%�� { �51�. \\\ ^ Public Works Construction-ACHD Supplement SYSTEM. SEE PROJECT 8 DEDICATION Et IDAHO POWER. SEE UTILITY � ' FENCE TO r �'!� /� ti/'� \\ J ` I\ (ISPWC-ACHD). UTILITY NOTES, C 1.1 (2751) _ — — NOTES, SHEET C 1.1. _ r REMAIN 5. All private improvements shall conform to Idaho - - W� %� \\ /� Standards For Public Works Construction \ `"°' 4°� I \ C �,12�J>>- 1�551 //� ce \ J (ISPWC) standards and specifications. Q \o I (2752)— — — — /�js,J a° w°� \ �'1 r —,� ,1r�� � /%/� _ �/ 6. Contractor to field locate and verify the Y \ ° 140 —����� < 1\ I h� 1 I / Fy�� / l ��� horizontal and vertical location of all utilities - — - _ `� REMOVE EX. /��` \ y — — i�� �� prior to beginning work. g T�. / C ��- LEGEND w _ �� r DRIVEWAY TO LOT 1 I REMOVE EX. 53)� \\/ / � SS 55 SDR 35 PVC SANITARY SEWER DRIVEWAY PROTECT ALL \_C� WATER BLOWOFF /� ii�% (ss) I-) EXISTING SANITARY SEWER � ���� �� ���" CURB, GUTTER, \ , sJ ���!� / / SANITARY SEWER MANHOLE SURVEYOR WALK Et `"' ) r� //� , /� IMPROVEMENTS REMOVE EXISTING /y��� /F/// / PROPOSED SEWER SERVICE �'` FENCING .� �� /� / COMPASS LAND SURVEYING PLLC WITHIN THE R.O.W. � ., � � TEST PIT /�� /� SHGWE: <2738.69 !�/�� / /"� 623 11TH AVE SOUTH x / � w w PVC C-900 WATER LINE EX. WELL. HOME WATER SUPPLY TO `n S: x / NAMPA, ID 83651 Ln \ I �� ;' \ REMOVE EXISTING / f, // BE CONNECTED TO NEW SERVICE w) (w) EXISTING WATER LINE © 6, I ' '' i x X l CLEANOUT �� LP E�P� /��� CONNECTION TO PROPOSED WATER —— —\ WATER SERVICE,SINGLE Et DOUBLE CONTACT: 08)6082510 x (S) RICHARD GRAY, PLS \' x la EX. IRRIGATION PUMP ` FP�� /i/� MAIN, SEE SHEET C-4.0 REMOVE STRUCTURE \ I STATION. COORDINATES VERTEX SUBDIVISION N0. 2 o a WATER VALVE,TEE Et BEND Et IMPROVEMENTS ��� EX. PIPE OUTLET _ WITH BPBC. 3y �,f FIRE HYDRANT REMOVE EX. DRIVEWAY _ j / ' LANDSCAPE ARCHITECT APPROACH (TYP.) = J = �/ // 1 EXISTING FIRE HYDRANT \ �X—X— X�X� /� � �1 yYo STACK ROCK GROUP REMOVE EX. I *I�� T 7 f / L5 (ir) EXISTING GRAVITY IRRIGATION(GI)LINE 404 S. 8TH ST., SUITE 154 DRIVEWAY BOISE, ID 83702 REMOVE EX. POWER i / / ��� EXISTING PRESS. IRRIGATION(PI)LINE (208)716 4787 SERVICES AND POWER EX. PIPE OUTLET CONTACT: POLES. COORDINATE / /O WITH IPCo �� C-900 PVC PRESS. IRRIGATION(PI)LINE PI SERVICE a METER (LA)JESSE BUSTER PI VALVE,TEE a BEND PROPOSED STREET LIGHT APPROVED FOR CONSTRUCTION: EX. HEADGATE These plans are valid for construction only with the I I s6J y, 'YC EXISTING STREET LIGHT signature of the design engineer on the line below. (oh) (ofi)� EXISTING OVERHEAD UTILITY �j b ASTM F2881 STORM DRAIN PROTECT ALL _ _ _ _ _ _ _ _ Approved Date v CURB, GUTTER, C� / // ® ® ® SDISTING STORM COMBO OX CB RICO Q WALK Et IMPROVEMENTS I I �.,"' VERTEX SUBDIVISION NO. 1 WITHIN THE R.O.W. e e PROPOSED STORM WATER ANAL F a / SAND Et GREASE TRAP c \o PROPOSED STORM SEEPAGE BEDPROPOSED GROUN F F� S00 25'38"W 25.16' \ - // / /9 OBSERVATION WEDWATER 14176 W O O O / EXISTING FENCE J Z. 44/ c N 12/19/240 N S00°10'55"W 38.42' °1 '/ Rp R —x—x—x—x—x—x— DEMO FENCES F OF N00°09'59"W 40.74' / �„ PROPOSED FENCE - EXISTING MAJOR CONTOUR r Keep West ° N • Subdivision Existing Condition I and Demolition Plan PROJECT: DRAWN BY: CRS N REVIEWED BY. ERB REVISIONS: No. DATE REMARKS v H v v x v NOTES: 1. LAKE HAZEL ROAD RIGHT-OF-WAY DEDICATION AREA TO BE IMPROVED BY ACHD. 2. EXISTING WELL(S) MUST BE DISCONNECTED FROM ANY BUILDINGS THAT REMAIN WITH DATE: o VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. December 19, 2024 Q 3. WELLS THAT WILL NOT CONTINUE TO BE USED MUST BE PROPERLY ABANDONED, DOCUMENTATION OF ABANDONMENT WILL BE REQUIRED TO BE SUBMITTED TO THE CITY. SHEET NUMBER: CONTACT IDAHO DEPARTMENT OF WATER RESOURCES FOR ABANDONMENT. 4. EXISTING SEPTIC TANKS AND SEWER DRAINFIELDS MUST BE ABANDONED IN ACCORDANCE WITH q CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. C �290 w A