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Home My WebLink AboutAPPLICATION - 04-00436 - Pioneer Village - Preliminary PlatDec 22 04 04:30p SCHIESS a ASSOC. Dec. 22, 2004 4:17PM (208)522 -9232 p.6 9 No. 0282 P. 2 Planning and Zoning Commission City of Rexburg Subdivision Application Application for AD,proval vtfteliminary Subdivision Plat The attached Subdivision plan has been prepared in accordance with the Subdivision Regulations of the City Rexburg, and the following items are shown on the plan or plans, or explanations given with respect thereto. Re uirem n or Preliminary Plats: All Prelminary plats shall be 24" x 36" foldable, drawn to scale, North point, dated, The following Shall be shown on the Preliminary Plat or shall be submitted separately: The name of the proposed subdivision ? V . < <CIL 2. The Acreage 9 1 Number of Lots fo B lo�K 2 L� ► �. Z 3. 'Me names, addresses and telephone numbers of the subdivider or subdividers and the engineer or surveyor who prepared the plat: Name Address Phone W-umbe Subdivider µ. ,ms S 0 F • 3 _� C—. -k *- 3 Engineer 5�1•�;ESS !4s so�,�4 ?to -k - 2-' a F 3S(� -6cYZ 4. name and address of all property ommers within 300 feet of the external boundaries of the subdivision whether or not bisected by a public right -of -way as shown on record in y� the County Assessor's office. - Place on Preliminary Plat / 5. The legal description of the subdivision. - Place on Preliminary Plat. � e�, 6. A statement of the int ded use of the riMposed subdivisions such as: Residential - (single family, two family and multiple housing), Commercial, Industrial, Recreational or Agricultural. Show sites proposed for parks, playgrounds, schools, churches or other public areas. C� 7. Amap of the entire arm scheduled for-development if the proposed subdivision is a— ,........_......._ ............ . portion of a larger bolding intended for subsequent development� Dec 22 04 04:31p SCHIESS & ASSOC. Dec.12. 2004 4:11PM (208)522 -9232 p.7 0 No. 0282 P. 3 8. A vicinitv matt showing the relationship of the proposed plat to the surrounding area (' /z mile of minimum radius, scale optional). 0 9. The land use and existing zoning of the proposed subdivision and the adjacent land. 1+15rp 10. Does subdivision conform to present zoning? 11. - Requested zonin ►-� 12. Variance Requested. Yes 13. Requesting annexation to City? No )�- . (If yes, attach written request) tiro 14. Streets, street names, rights -of -way, and roadway widths, including adjoining streets or roadways, curbs and sidewalks Dob 15. Lot lines and blocks showing the dimensions and numbers of each. 5 16. Contour lines, shown at five (5) feet intervals where land slope is greater than ten percent (10 %) and at two (2) feet intervals where land slope is ten percent (10 %) or less, referenced to an established bench mark, including location and elevation. �. — � IT A site report as required by the appropriate health district where individual wells or septic tanks are proposed, this shall be in the form of a letter. +,e ', N �- Ex; s ki .' S 6 b 18. AM nronosed or existing utilities including, but not limited to, storm and sanitary sewers, irrigation laterals, ditches, drains, bridges, culverts, water mains, fire hydrants, Power, gas, street lights and their respective profiles and easements. 19. Public services and other depaimnents. approval; (signatures necessary) a. water f. City Engineer b. sewer g. Planning Commission c. fire and police h. City Council d. electric and/or gas e. street and traffic 20. A copy of any proposed restrictive covenants and/or deed restrictions. (To be attached or ssbmitted with final plat) 21. Any dedications to the public and/or easements, together with a statement of location, dimensions, and purpose of such s - 4-Lu- r" 0 • December 22, 2004 Paul Scoresby Schiess & Associates 7103S.45 1h W Idaho Falls, ID 83402 Re: Pioneer Village, Futures of Idaho - Dear Paul; I have completed my review of your plans for the Futures of Idaho project in Rexburg. I realize that part of the work has already started on the project, however; there are some items that still need to be addressed. Our review of the storm water system indicated no exceptions to the plans as currently drawn. The review of the sanitary sewer collections system indicated no exceptions. The water system has one minor change which needs to be made if possible. The 12,100 square foot building located at the northeast corner of the project shows the water service line entering the west end of the building. If this service can be changed to the east end of the building it would create significantly less dead end line leading to the fire hydrant located at the east side of the building. The overall site review indicated that there is a design problem with the way Nauvoo Lane connects to Pioneer Road. This comes on at a very poor angle and is not in comformance with our design standards. If possible this road needs to be realigned so that it comes in at more of a right angle in accordance to the design standards. The approach on the very south end of the project where it comes on to 7 th South at the Pioneer Road intersection is too close to the intersection. This driveway will not be allowed. The driveway located at the north end of the project north of Nauvoo Lane where it connects to Mariah Avenue is also too close to the intersection. This access will not be allowed. Prior to any of the work being accepted by the city, we must see test results for the various conponents of work. As a minimum, there must be bacteria tests and pressure tests results for the water system. You must have leakage tests or pressure tests and mandrel tests for the sanitary sewer system and testing is required for the street project. This will include as a minimum, density testing, grade A testing, and testing of the asphalt surfacing. We will also need to have digital record drawings when the site work is completed. Also the required signage must be in place prior to the roads being put into service. Our ordinance requires that the city install the signing at the cost of the developer. Changes to the striping on Pioneer Road will need to be done at the expense of the developer. If you have questions or need further information on this review, please contact me at your convienence. Very-truly yours, Jahn Millar l Public Works Director cc: Kurt Rowland Futures of Idaho PIONEER VILLAGE PRELIMINARY PLAT BEING A REPLAT OF A PORTION OF THE PLAT OF WESTATES SUBDIVISION NO. I BLOCK 2 LOTS I & 2 PART OF SE 1/4 OF SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. MADISON COUNTY, IDAHO Schiess & Associates 4 ENGINEERING- PLANNING -LAND SURVEYING ~ ��, _ VICINITY MAP ( M- " 208) 3 a, I 0092 (zos) szz - IZU (zae) 3se - eosz EC 2 2 2004 (J i m LEGEBQ SCALE 1" = 60' I .; rt P.O.B. POINT OF BEGINNING V _ PROPERTY LINE -- - -- - - -- LOT LINE ------- ------- -- UTILITY EASEMENT " — — F12 "SD— STORM DRAIN LINE e "w— WATER LINE i — — e "ss SANITARY SEWER UNE • FOUND 1/2" IRON ROD / �'4 o SET 1/2" IRON ROD � i ✓� _' L 36 9a � ,�" ® EXISTING CATCH BASIN 89'21'21" PROPOSED CATCH BASIN _ .�� R 2500' �a� ® EXISTING MANHOLE L 39 2T -90'00 00 .�! OO PROPOSED MANHOLE ' R 25 w I rg � LIGHT POLE f FIRE HYDRANT BOUNDARY DESCRIPTION m WATER VALVE o SECTION CORNER P � Commencing at the Southeast Section Corner of Section 25 Township 6 North, Range 39� �"° -,. ��y 3 r L 39 27' East of the Boise Mer Madison County, Idaho and running thence S89'46'26W 1319.93 R CONTOURS �' �, y q /��.� ° 900000:�- feet and N00'16'05"W 40.00 feet to the Point of Beginning, thence S89'46'26'W 29.93 feet �� 3 Lot 1 y � �y1 ry# R 25.00 BLANKET EASEMENT FOR .e F to a curve with a radius of 220.03 feet and a chord that bears N54'04'17"W 259.62 feet; UTLffIES O / : 09b Acres thence to the right along said curve 277.69 feet thru a central angle of 72'18'35 "; thence y ro N1755'O5"W 216.30 feet to a curve with a radius of 644.03 feet and a chord that bears o y N39'43 '56W 478.68 feet; thence to the left along said curve 490.44 feet thru a central TRACT ZONING -HBD n B( OCK r h IDAHO angle of 4337 DEVELOPER- FUTURES OF 55" t0 a cury e with a radius of 25.00 feat and a chord that boors �� F fr+ Ni652'13'W 35.16 feet; thence to the ri 9ht alon said curve 38.99 feet thru a central an le BIACKF00T, IDAHO N h" It ; of 89'21'21 "; thence N2T48'30 "E 290.97 feet; thence N89'44'05 "E 482.37 feet; thence 9 (208)403 -6801 S00'16'05 "E 1019.41 feet to the Point of Beginning, containing 9.19 acres.,! ... , S. 1/4 SECTION COR SECTION 25 T.6N., R.39E. BRASS CAP INST. NO. 185048 S.E. SECTION COR SECTION 25 T.6N.. R.39E. BRASS CAP INST. NO. 185093 SQUARE FOOTAGE ACREAGE PERCENTATE F TOT TOTAL AREA 400,318.00 9.19 TOTAL NEW BUILDING AREA 47,100.00 1.08 11.8% TOTAL IMPERVIOUS AREA 275,154.99 6.32 68.7X TOTAL LANDSCAPED AREA 78,063.01 1.79 19.5X TOTAL SNOW STORAGE 40,100.00 0.92 10.0% TOTAL # OF PARKING SPACES 496 SP. S. 1/4 SECTION COR SECTION 25 T.6N., R.39E. BRASS CAP INST. NO. 185048 S.E. SECTION COR SECTION 25 T.6N.. R.39E. BRASS CAP INST. NO. 185093 PIONEER VILLAGE PRELIMINARY PLAT BEING A REPEAT OF A PORTION OF THE PLAT OF WESTATES SUBDIVISION N0. BLOCK 2 LOTS 1 & 2 PART OF SE 1/4 OF SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. MADISON COUNTY, IDAHO P.O.B. POINT OF BEGINNING PROPERTY LINE — — — — LOT LINE / ---------- - - - - -- UTILITY EASEMENT 12 "SD — STORM DRAIN LINE 8 "w WATER LINE 8 "SS SANITARY SEWER LINE • FOUND 1 /2" IRON ROD�� O SET 1/2" IRON ROD 059 L= 38.99' f. ® EXISTING CATCH BASIN = 89'21'21" R= 25.00' �l'2 PROPOSED CATCH BASIN 0 EXISTING MANHOLE L= 39.27' ' / = 90 r 8 2go9>, \ PROPOSED MANHOLE R= 25.00' 0 0 , LIGHT POLE Ir FIRE HYDRANT WATER VALVE , , BOUNDARY DESCRIPTION 2Q P Commencing at the Southeast Section Corner of Section 25 Township 6 North, Range 39 SECTION CORNER Q �� ^MAN L= 39.27' O � East of the Boise Meridian, Madison County, Idaho and running thence S89 °46 26 W 1319.93 �,�- - �es8, 00 � CONTOURS �y w' N <y^ = 90'00'00 feet and N00 °16'05 "W 40.00 feet to the Point of Beginning, thence S89 "46'26 "W 29.93 feet Lot 1 �� ^�� `� f R= 25.00 BLANKET EASEMENT FOR �.. / � � '� � ` to a curve with a radius of 220.03 feet and a chord that bears N54 °04'17 "W 259,62 feet; UTLITIES Q O / �; C� 23 thence 0.95 Acres to the along said curve 277.69 feet thru a central angle of 72 °18'35 , thence p N17 °55'05 "W 216.30 feet to a curve with a radius of 644.03 feet and a chord that bears co �lb. N39 °43'56 "W 478.68 feet; thence to the left along said curve 490.44 feet thru a central TRACT ZONING —HBD 6� BLOCK 2 D �' angle of 43 °37'55" to a curve with a radius of 25.00 feet and a chord that bears DEVELOPER— FUTURES OF IDAHO BLACKFOOT IDAHO N16 °52'13 "W 35.16 feet; thence to the right along said curve 38.99 feet thru a central angle (208)403 -6801 of 89 °21 21 "; thence N27 °48'30 "E 290.97 feet; thence N89 °44'05 "E 482.37 feet; thence - -- S00'16'05 "E 1019.41 feet to the Point of Beginning, containing 9.19 acres. / s ti (05V / FA Schiess & Associates ENGINEERING- PLANNING -LAND SURVEYING INV S4 Z IDAHO FALLS; IDAHO REXBURG, IDAHO DEC 2 2 2004 VICINITY MAP (208) 522 -1244 (208) 356 -6092 U M LEGEND B _ _ w . _ s. SCALE 1 " = 60' ti M SQUARE FOOTAGE ACREAGE PERCENTATE OF TOTAL TOTAL AREA 400,318.00 9.19 TOTAL NEW BUILDING AREA 47,100.00 1.08 11.8% TOTAL IMPERVIOUS AREA 275,154.99 6.32 68.7% TOTAL LANDSCAPED AREA 78,063.01 1.79 19.5% TOTAL SNOW STORAGE 40,100.00 0.92 10.0% TOTAL OF PARKING SPACES 496 SP. FA Schiess & Associates ENGINEERING- PLANNING -LAND SURVEYING INV S4 Z IDAHO FALLS; IDAHO REXBURG, IDAHO DEC 2 2 2004 VICINITY MAP (208) 522 -1244 (208) 356 -6092 U M LEGEND B _ _ w . _ s. SCALE 1 " = 60' ti M