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Home My WebLink AboutSite Plan 00-026 (){)- OJ!:; Oiv~~gs ADDITIONAL MA TERIAL/PLANS AVAILABLE IN LARGE SCALE. SEE THE PLANNING DEPARTMENT FOR ASSISTANCE AT (952) 447-9810. , ~ltc p~ D if SkA~ t~S~~ YEAR: CJ()dD 3 - Ib 60 OO--edJ.p ~5- q~,,- C:>D3-o SITE PLAN APPLICATION CHECKLIST FOR: COMMERCIAL, INDUSTRIAL, INSTITUTIONAL, PUBLIC, AND SEMI-PUBLIC DEVELOPMENTS I \.I~l ~ ~ ~ D~ ~ fRll h l))fl II! II 1\ \ Mt',R' 6 (f'OO r ii ! \ i i , . ~ \.- _._"._~-_._---_.._---_.) i '- DATE: FILE NAME: CHECKED BY: ***** APPLICATION AND FEE ($300.00) WILL BE ACCEPTED ONLY IF ALL OF THE REQUIRED MATERIALS LISTED BELOW ARE SUBMITTED. Property Owner: ~I~ (.~ Ll.v-4T4"'- Llw"'tl Phone: Address: /1101/5 l:Jr~ 4k T~~) NE... Applicant: ~ _ Y\-t-4.- y- Phone: ~ 1- - to 1- '=t d- Address: Phone: :3- Jb.. O--c) Date V/~~c7 Date t' TEN (10) ASSEMBLED SETS (24" x 36") OF EACH OF THE FOLLOWING: i 1.) "f 2.) ~ 3.) r- 4.) ACCURATE CERTIFIED SURVEY (showing existin{J conditions on the site, within 50' ofthe site, and the Legal Description). DETAILED SITE PLAN (based on current certified survey). GRADING AND DRAINAGE PLAN (including storm water runoff calculations and a map produced by a Professional Engineer; erosion control plans using MPCA's, Best Management Practices standards). UTILITY PLAN (including proposed sewer, watermain, storm sewer lines, and profiles of the utilities larger than 4" in diameter, produced by a Professional Engineer). 5.) LANDSCAPE PLAN (can be on combined sheets, produced by a Landscape Architect). y; 6.) SIGN PLAN (can be on combined sheets). ~ )' Nit X 'f Y 1 7.) FIRE PROTECTION PLAN (showing fire lanes, hydrants, post indicator valves, and siamese connections which may be shown on the Site or Utility Plan). 8.) BUILDING PLANS (exterior wall elevations and floor layout). 9.) TRASH ENCLOSURE (provisions can be on combined sheets). 10.) LUMINARE PLAN (of all outside and building exterior lighting which may be on combined sheets). 11.) ONE LEGIBLE AND REPRODUCIBLE WRITTEN NARRATIVE (describing the proposal and variances requested). 12.) A COMPLETE APPLICATION FORM SIGNED BY THE PROPERTY FEE OWNER (S). 13.) APPLICATION FEE PER CURRENT CITY OF PRIOR LAKE FEE SCHEDULE. ADDITIONAL INFORMATION NEEDED IF IT APPLIES: 14.) ONE ADDITIONAL SET OF PLANS REQUIRED IF THE PROPOSAL ABUTS OR ACCESSES A COUNTY ROAD. 15.) ONE ADDITIONAL SET OF PLANS REQUIRED IF THE PROPOSAL ABUTS OR ACCESSES A STATE HIGHWAY. REQUIRED SUBMITTALS FOR THE PLANNING COMMISSION WHICH MAY BE SUBMITTED AFTER THE DEVELOPMENT REVIEW COMMITTEE'S APPROVAL: 1.) SITE PLAN 2.) LANDSCAPE PLAN 3.) BUILDING EXTERIOR ELEVATIONS 4.) LUMINARE PLAN 5.) WRITTEN NARRATIVE 6.) 15 COMPLETE SETS OF THE ABOVE DATA (1-5) IN SIZE 11" x 17" OR LARGER, ASSEMBLED AND FOLDED TO 8.5" x 11." 7.) ONE COMPLETE SET OF THE ABOVE DATA (1-4) IN SIZE 8.5" x 11", CLEAR AND LEGIBLE TRANSPARENCIES. THE FOLLOWING ITEMS WILL NEED TO BE SUBMITTED IN ADDITION TO THE ABOVE WHEN REQUESTING PUBLIC FINANCIAL ASSISTANCE: 8.) A SHORT NARRATIVE ON THE GROWTH EXPANSION NEEDS OF THE BUSINESS. 9.) A SHORT NARRATIVE ON THE COMPANY'S MARKET AND TRENDS IN THE INDUSTRY. ***** 10.) THREE (3) YEARS OF HISTORICAL DATA INCLUDING P&L STATEMENT AND BALANCE SHEETS. 11.) CURRENT INTERIM FINANCIAL STATEMENT. 12.) PERFORMANCE FINANCIAL DATA FOR THE TWO (2) PREVIOUS YEARS. 13.) ESTIMATED COSTS FOR THE PROPOSED BUILDING, EQUIPMENT, MARKETING, AND WORKING CAPITAL NEEDS. 14.) TOTAL NUMBER OF JOBS CURREN'rLY, AND THE PROJECTED JOBS WITHIN TWO (2) YEARS. 15.) BUSINESS/MARKETING PLANS IF AVAILABLE. ALL FINANCIAL DATA WILL BE TREATED IN A PROPRIETARY AND CONFIDENTIAL MANNER, AND WILL NOT BE RELEASED TO ANYONE WITHOUT YOUR PRIOR APPROVAL. Applications will be reviewed by the Development Review Committee. A member of the Planning Staff will notify the Applicant as to any additional information or modifications needed. Site Plans, which are non-residential, and have no variance or other possible applications as required, may be administratively approved. Site Plans requiring a variance or other possible applications will automatically be scheduled for a Planning Commission Public Hearing when it has been verified that the application is complete. Items will be scheduled before the City Council, by the City Manager, upon Planning Commission Recommendation. Approved and adopted by the Prior Lake Development Review Committee on September 2, 1993. SPA ~I ~ ~ , . - '. . _.'_._ __" _._. __ _._ ______,U_ __. ......_.._........_.~___~..:...._...___.>_. ~".....:iJ.... .........x"'.: -".~'~,;,;;,.c,"""".1l":':'-,!J.,.............<. ..,".; _.'.....:.:.~ ;,.c... . ,,0 ,__~'._ _"'<_"~"_ ";.'. '..._,' _,,"""'...'_ >~.~ ~.:... ...... ~.- _. ._..... ~_.,~:;._....,._-:'_ ~...-: _.,~ i CITY OF PRIOR LAKE 16200 EAGLE CREEK AVE SE PRIOR LAKE, MN 55372 (612) 447-4230, FAX (612) 447-4245 RECEIPT # 36190 DATE: 3//1o/6d I I .....'" Received of =lk0! i /) ; / /); I c1-CtS.s Ct.Z iA-UJJ/f'.-/ C,/1..{jJ'-Lr----- '- /J ,~ . 'I r\/ --- /11 , 'A,~ .{.JI"t7I d..- f-_/!/",,~ ,_l..A......^. v~~.l" '...../ I / ,,-_/\_, the sum of i I :'+Y'v'1Li? dollars for the purpose of .., if,!; /;16SS , , /: .I -41 . (j (/ ()'_A_17 (7Y',j ,~9../-u~ ., ...lr.i]..,/if/}~ , , -,!'.,/Y/, . ~... " . (!:~J-.i./r:"C,-I.,I_ /~;- ---~ ! Invoice # $ /2, -1() rg, ( L" (~~~~ ( ) Receipt Clerk for the City of Prior Lake '-" Landscape architecture Recreation and site planning Landscape contracting Commercial landscape maintenance Estate landscape maintenance LAN DSHAPES Landshapes Inc. 8016 Pleasant Avenue South Minneapolis, MN 55420 952-888-3771 Fax 952-888-6447 Contractor Lie. #20066961 May 24, 2000 Landscape Proposal City of Prior Lake Prior Lake, MN Dear City Officials, The following four pages oftree inventory at the property of Holy Cross Lutheran Church, 14085 N.E. Pike Lake Trail, Prior Lake Minnesota has been completed under my direct supervision as a Registered Landscape Architect under the laws of the State of Minnesota during the spring of2000. To my knowledge the quantity, size and species are accurate and satisfy the City of Prior Lake tree requirements with the exception of the 15 Black Hills Spruce 6'0 ht. as noted on Plan L dated March 15,2000. Thank you for your consideration. Certification ;l.PPROVED I hereby certify that this plan was prepared by me or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Minnesota. &bibit c.. _ c..~ (1) ~~ ..<Z..i ~ n. _ ___ ~Q.~ . C' Applicant Name: ~1"'\ ~m..ock. Registration #: 'l,. ~ 'Z.. c::;.--z... ~ ~j,-- Signature: Date: ~ "'7... ""\-c..>o Size Species! Size $pedal Size Species! No. . ID. Commeat No. In. Comment No. In. Commeat 1 3 Ash 61 11 Maple 121 7 Ash .2 3 Ash 62 3 Maple 122 5 Ash 3 2 Box Elder 63 20 . White Oak 123 2.5 Ash 4 1 Box Elder 64 18 White Oak 124 2.5 Ash S 1 Box Elder 65 12 Ash 125 2.5 Ash 6 11 Red Oak 66 4 Ash 126 4 Ash 7 2.5 Red Oak 67 3 Ash 127 4 Ash 8 2.5 Red Oak 68 5 Oak 128 2.5 Ash 9 2.5 Red O~ 69 1 Norway Pine 129 2.5 Ash 10 2.5 Red Oak 70 1 Norway Pine 130 9 Ash Jl 2.5 Red Oak 71 12 Oak 131 4 Ash 12 2.5 Red Oak 72 7 Oak 132 2.5 Ash 13 3 Oak 73 4 Oak 133 2.5 Ash 14 3 Oak 74 20 Oak 134 2.5 Ash IS 4 Oak 75 8 Oak 135 2.5 Ash 16 4 Oak 76 12 Oak 136 2.5 Ash 17 4 Ash 77 3 Ash 137 2.5 Maple 18 18 Poplar 78 5 Ash 138 3 Maple 19 2.5 Ash 79 16 Ash 139 5 Maple 20 2 Ash 80 6 Elm 140 3 Maple 21 2.5 Maple 81 5 Ash 141 2.5 Maple 22 4 Maple 82 2.5 Ash 142 3 Maple 23 6 Maple 83 16 Oak 143 2.5 Maple 24 4 Ash 84 6 Oak 144 2.5 Maple 2S 4 Ash 85 7 Maple 145 5 Maple 26 2 Ash 86 S Elm 146 2.5 Maple 27 7 Maple 87 12 Elm 147 2.5 Maple 28 4 Box. Elder gg 9 Elm 148 2.5 Maple 29 20 White Oak 89 4 Elm 149 2.5 Maple 30 4 Maple 90 g Elm ISO S Maple 31 2.5 Maple 91 9 Elm 151 36 Box Elder. Bad Top 32 2.5 Maple 92 1 NorwayPiDe 152 3 Box Elder 33 9 Red Oak 93 6 Ash IS3 14 Box Elder 34 2.5 Elm 94 5 Maple 154 6 Ash 3S 2.5 Ehu 95 2.5 Maple l5S 4 Maple 36 4 Elm 96 4 Maple 156 3 Elm 37 5 Elm 97 7 Elm 157 3 Oak 38 3 Ash 98 7 Elm IS! 2.5 Elm 39 2 Elm 99 4 Elm 159 4 Ebn 40 4 Elm 100 1 Norway Pine 160 4 Elm 41 4 Elm 101 6 Maple 161 2.5 Maple 42 2.5 Box Elder 102 2.5 Maple 162 3 Maple 43 3 Maple 103 8 Maple 163 7 Box Elder 44 3 Maple 104 6 Ash 164 10 Box. Elder 45 3 Maple 105 2.5 Ash 165 8 Box Elder 46 3 Maple 106 7 Ash 166 2.5 Maple 47 12 Maple 107 3 Ash 167 2.5 Maple 48 3 Maple 108 33 Oak 168 6 Box Elder 49 4 Ash 109 3 Maple 169 2.5 Maple 50 4 Maple 110 16 White Oak 170 4 Box Elder 51 4 Asb- III 2 Elm 171 2.5 Box. Elder 52 2.5 Box Elder 112 4 Elm 172 2.5 Maple 53 2.5 Box Elder 113 4 Elm 173 2.5 Maple S4 29 Maple 114 20 Box Elder 174 32 Maple 55 4 Maple 115 5 Maple 175 2.5 Maple 56 16 Maple 116 5 Maple 176 2.5 Maple 57 2.5 White Oak 117 5 Ash 177 2.5 Maple 58 1 Norway Pine 118 8 Ash 178 2.5 Maple .. S9 1 Norway Pine 119 2.5 Ash 179 6 Box. Elder 60 8 Box Elder 120 2.5 Ash 180 6 Box Elder Size Species! Size Species! Size Species! No. . In. COlDIDeat No. lB. Commeat No. III. Comment 181 2.5 Maple 241 3 Maple 301 5 Maple . 112 6 Box. Elder 242 2.5 Maple 302 3 Maple 183 12 Box Elder 243 2.5 Maple 303 3 Maple 184 5 Maple 244 3 Maple 304 4 Maple 185 3 Maple 245 2.5 Maple 305 2.5 Maple 186 3 Maple 246 2.5 Maple 306 2_5 Maple 187 15 Box Elder 247 30 Box Elder - Bad Top 307 10 Box Elder 188 11 Box E]der 248 3 Maple 308 15 Box Elder 189 3 Maple 249 4 Box Elder 309 8 Maple 190 2.5 Maple 250 4 Maple 3]0 11 Maple ]9] 8 Elm 251 4 Maple 311 9 Maple 192 2.5 Maple 252 3 Maple 312 7 . Elm 193 2.5 Maple 253 5 Maple 313 6 Elm 194 44 Maple 254 7 Maple 314 3 Maple 195 3 Maple 255 7 Maple 315 2.5 Maple 196 10 Box Elder 256 7 Elm 316 2.5 Maple 197 2.5 Maple 257 2.5 Maple 317 2.5 Maple 198 2.5 Ash 258 4 Maple 318 16 Poplar 199 10 Box Elder 259 4 Maple 319 5 Maple 200 2.5 Maple 260 5 Maple 320 S Box Elder 201 6 Oak 261 2.5 Maple 321 2.5 Maple 202 2.5 Maple 262 2.5 Maple 322 5 Maple 203 4 Maple 263 2.5 Maple 323 4 Maple 204 2.5 Maple 264 4 Maple 324 5 Maple 205 2.5 Maple 265 2.5 Maple 325 4 Ash 206 3 Maple 266 2.5 Maple 326 10 Ash 207 4 Maple 267 6 Maple 327 4 Ash 208 2.5 Maple 268 2.5 Maple 328 .. Maple :J 209 2.5 Maple 269 2.5 Maple 329 5 Maple 210 2.5 Maple 270 9 Maple 330 3 Maple 211 7 Maple 271 3 Maple 331 5 Box Elder 212 3 Maple 272 6 Elm 332 5 Box Elder 213 4 Maple 273 4 Maple 333 3 Maple 214 4 Maple 274 8 Maple 334 5 Maple 215 2.5 Maple 275 2.5 Maple 335 8 Ash 216 3 Maple 276 6 Maple 336 10 Maple 217 7 Box Elder 277 2.5 Maple 337 3 Box Elder 218 3 Maple 278 4 Maple 338 4 Ash 219 3 Maple 279 6 Maple 339 5 Maple 220 4 Maple 280 6 Maple 340 7 Maple 221 3 Box Elder 281 2.5 Maple 341 9 Maple 222 6 Ash 282 2.5 Maple 342 9 Box Elder 223 6 Ash 283 8 Box Elder 343 6 Box Elder 224 6 Ash 284 3 Box. Elder 344 3 Box Elder 22S 5 Ash 285 4 Maple 345 5 Maple 226 4 Ash 286 3 Maple 346 4 Maple 217 4 Ash 287 2.S Maple: 347 7 Maple 228 4 Ash 288 10 Maple 348 4 Maple 229 5 Maple 289 8 Box Elder 349 5 Maple 230 5 Maple 290 4 Maple 350 6 Maple 231 7 Maple 291 5 Maple 351 , Maple 232 3 Maple 292 5 Maple: 352 8 Maple 233 5 Maple 293 5 Maple 353 6 Maple 234 2.5 Maple: 294 2.5 Maple 354 4 Maple 235 2.5 Maple 295 2.5 Maple 355 4 Maple 236 4 Box Elder 296 3 Maple 356 2.5 Maple 237 7 Box Elder 297 5 Maple 357 2.5 Maple 238 4 BoJc Elder 298 2.5 Maple 358 2.5 Maple vi 239 2.5 Maple 299 4 Maple 359 2.5 Maple: 240 3 Maple 300 7 Maple 360 34 Maple. Bad top Size Species! Size Special Size Species! No. .' m. CODIIIlcnt No. ID. Comment No. m. Comnllll!nt 361 35 Maple - Bad Top 421 7 Box Elder 481 4 Box Elder '362 37 Oak - Bad Middle 422 7 Box Elder 482 4 Box Elder 363 7 Maple 423 9 Box Elder 483 10 Box Elder 364 5 Maple 424 2.5 Maple 484 9 Box Elder 365 4 Maple 425 2.5 Maple 485 6 Box Elder 366 6 Maple 426 3 Oak 486 3 Box Elder 367 7 Maple 427 2.5 Maple 487 6 Box Elder 368 12 Maple 428 .4 Maple 488 17 Box Elder 369 12 Maple 429 S Box Elder 489 9 White Oak 370 2.5 Maple 430 2.5 Box Elder 490 5 White Oak 371 5 Maple 431 4 Box Elder 491 4 White Oak 372 3 Maple 432 2.5 Box Elder 492 4 White Oak 373 3 Maple 433 2.5 Box Elder 493 5 Box: Elder 374 5 Maple 434 3 Cedar 494 4 Box Elder 375 6 Maple 435 3 Box Elder 495 20 Box Elder - Bad Top 376 2.5 Maple 436 2.5 Box Elder 496 7 Box Elder 377 2.5 Maple 437 3 Box Elder 497 6 Box: Elder 378 6 Oak 438 6 Box Elder 498 6 Box Elder 379 14 Box Elder 439 3 Box Elder 499 7 Box Elder 380 2.5 Oak 440 3 Box Elder 500 7 Box Elder 381 26 Box Elder - Bad Top 441 3 Box Elder 501 11 Elm 382 5 Maple 442 3 Box Elder 502 8 Elm 383 2.5 Maple 443 3 Box Elder 503 8 Box Elder 384 2.5 Maple 444 3 Maple S04 3 Box Elde! 385 6 Maple 445 7 Box Elder 505 3 Box Elder 386 2.5 Maple 446 6 'Box Elder 506 3 Box Elder 387 11 Elm 447 4 Box Elder 507 3 Box Elder 388 6 Box Elder 448 3 Box Eleier 508 11 Poplar 389 5 Box Elder 449 2.5 Box Elder 509 6 Poplar 390 5 Oak 450 2.5 Ash 510 3 Box Eleier 391 5 Oak 451 4 Maple 511 2.5 Box Elder 392 2.5 Oak 452 5 Box Elder 512 3 Box Elder 393 2.S Oak 453 3 Box: Elder 513 7 Box Elder 394 2.5 Box Elder 454 2.5 Box Elder 514 5 Box Elder 395 2.5 Box Elder 4S5 2.5 Box Elder 51S 12 Box Elder 396 7 Oak 456 2.5 Box Elder 516 5 Box Elder 397 6 Oak: 457 3 Flowering Crab 517 2.5 Box Elder 398 6 Oak 458 3 Box Elder 518 3 Box Elder 399 12 Oak 459 2.5 Box Elder 519 3 Box Elder 400 4 Oak 460 3 Box Elder 520 7 Box Elder 401 4 Oak 461 2.5 Box Elder 521 2.5 Bo;( Elder 402 2.5 Ash 462 2.5 Box Elder 522 3 Box Elder 403 5 Ash 463 4 Box Elder 523 3 Box Elder 404 4 Ash 464 4 Box Elder 524 5 Box Elder 405 2.5 Ash 465 4 Box Elder 525 4 Box Elder 406 6 Box Elder 466 4 Box Elder 526 2.5 Box Elder 407 2.5 Box Elder 467 3 Elm 527 2.5 Box Elder 408 4 Box Elder 468 3 Elm 528 2.5 Box Elder 409 2.5 Maple 469 3 Box Elder 529 2.5 Box Elder 410 2.5 Maple 470 3 Box Elder 530 4 Box Elder 411 2.5 Maple 471 12 Box Elder 531 4 Box Elder 412 2.5 Maple 472 7 Box Elder 532 4 Box Elder 413 2.5 Maple 473 3 Bax. Elder 533 2.5 Box Elder 414 2.5 Maple 474 2.5 Box Elder 534 2.5 Box Elder 415 2.5 Maple 475 4 Box Elder 535 4 Box Elder 416 7 Box Elder 476 6 Box Elder 536 5 Box Elder 417 6 Box Elder 477 . 7 Poplar 537 11 aox Elder 418 5 Box Elder 478 13 Poplar 538 4 Box Elder .;; 419 8 Box Elder 479 6 Box Elder 539 5 Elm 420 7 Box Elder 480 6 Box Elder 540 3 Elm ":':- Size Species! Size Species! NO: m. Comment No. In. Commellt '541 3 Elm 601 1 Pine 542 3 Elm 602 1 Pine 544 3 Box Elder 603 1 Pine 545 2.5 Box Elder 604 1 Pine 546 5 Box Elder 605 1 Pine 547 4 Box Elder 606 1 Pine 548 4 Box Elder 607 1 Pine 549 3 Box Elder 608 1 Pine 550 5 Box Elder 609 1 Pine 551 3 Box Elder 610 1 Pine 552 3 Box Elder 611 1 Pine 553 2.5 Box Elder 612 1 Pine 554 2.5 Box Elder 613 1 Pine 555 4 Box Elder 614 1 Pine 556 3 Box Elder 615 I Pine 557 6 Box Elder 616 I Pine S58 5 - Box Elder 617 1 Pine 559 4 Box Elder 618 3 Maple 560 4 Box Elder 619 3 Maple 561 2.5 Box Elder 620 7 Maple 562 2.5 Box Elder 621 4 Ash 563 4 Box Elder 622 4 Ash 564 4 Box Elder 623 4 Ash 565 6 Box Elder 624 7 Ash 566 4 Box Elder 625 6 Ash 567 2.5 Box Elder 626 5 Maple 568 2.5 Box Elder 627 5 Ash 569 5 Box Elder 628 3 Maple 570 4 Box Elder 629 I Maple 571 4 Box Elder 630 1 Maple 572 4 Box Elder 631 I Maple 573 6 Box Elder 632 1 Maple 574 8 Box Elder 633 1 Maple 575 3 Box Elder 634 I Maple 576 3 Box Elder 635 1 Maple 577 5 Box Elder 636 1 Maple 578 3 Box Elder 637 1 Maple 579 7 Ash 638 3 Maple 580 5 Ash 639 2.5 Maple 581 12 Ash 640 4 Maple 582 7 Ash 641 4 Maple 583 8 Ash 642 .. Maple " 584 5 Ash 643 4 Apple 585 10 Elm 586 5 Box Elder 587 8 Box Elder 588 7 Box Elder 589 7 Box Elder 590 6 Box Elder JITJ} 591 1 Pine 592 1 Pine 593 1 Pine X \~~ 594 1 Pine 595 1 Pine ." (,-0 596 1 l;-D~ Pine 7uJ 597 1 Pine >I 598 1 Pine 599 1 Pine 600 1 Pine 2000 CORRESPONDENCE o - . '_,P..'; ..".;., .....,._"...'~..__, . .. :,P_'__" __"'".,, ."__' _.~. ~-......._, ___,..~....,""'......,~.~:= ,~.,...,."... ",""":",~.~~'..,__..;.<"...,....~.,..",,-.,""......___,",,.C ~'..' '-"'_'. filE COpy May 26,2000 Holy Cross Lutheran Church Attention: Jack Hunter 14085 Pike Lake Trail Prior Lake, MN 55372 RE: Holy Cross Site Plan Application Dear Mr. Hunter: This letter serves as the official notice of approval of the site plan for the addition to the Holy Cross Lutheran Church at 14085 Pike Lake Trail. Attached is an approved set of plans for your files. You may now proceed with your building permit application. We have also completed our review of your request to allow the "Laborers for Christ" to use this site as a temporary campground during the construction of this addition. The Zoning Ordinance does not allow campgrounds even as a temporary use in this district. Therefore, we must deny your request to allow the recreational vehicles to camp on this site. If you have any questions, please contact me at the Planning Department at 952-447- 9810. Sincerely, ~a. +<~ ne Kansier, A~dp lanning Coordinator Enclosures: 1. Approved Plans c: Earl Drangstveit, General Contractor DRC Members 1 ...J:\OOfil~\OO$itepl\OO-.o26\aOQrl.et.doc . f:~e 1 6200 t.agf€ L-reeK Ave. :S.t..,'f'nor Lake, Mmnesota 55372-1714 / Ph. (612) 447-4230 / Fax (6 Z) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER 0;., Fax # Holy Cross Lutheran Church Attention: Jack Hunter 14085 Pike Lake Trail Prior Lake, MN 55372 RE: Site Plan Application Review Dear Mr. Hunter: We have completed our review of the revised site plan materials you submitted for the addition to Holy Cross Lutheran Church. The following items must be submitted or revised before this site plan can be approved: 1) The certificate of survey must identify existing conditions. This survey does not include the south parking lot on the site. 2) The landscaping plan indicates an irrigation system will be provided. In that case, you must submit an irrigation plan. 3) The tree inventory must be certified and signed by a registered land surveyor, a registered civil engineer, a registered landscape architect, a certified horticulturist or a certified forester. Please submit at least 4 full scale copies of the revised plans to me at the Planning Department. Once all of the necessary changes have been made, we can approve the site plan. You may then proceed with the building permit application. Thank you for your prompt attention to this matter. If you have any questions, please contact me at the Planning Department at 952-447-9810. Sincerely, ~Q.~ U~ne ~ansier, AICP Planning Coordinator Enclosures: 1. Parking Landscaping Requirements 2. Memorandum from Robert Hutchins, Building Official c: Earl Drangstveit, General Contractor DRC Members 16200 E~~PJiIf:Sr~g~t1{'~'9?~~~~erJ~i~r~gke, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (6fil9447-4245 AN EQUAL OPPORTUNITY EMPLOYER 05/10/2000 02:32 612'385442'3 COMMUNITV DEVELOPMEN PAGE 01/02 City of Lakeville Community & Economic Development Department 20195 Holyoke Avenue Lakeville, MN 55044 Phone:...(952) 985-4420 Fa~:...(952) 985-4429 Date; '5" /10 ~ FROM; To: J().. /It.L Prior ~ Pla"IIC1'~5 o D D Daryl NoI:Jrey ~ting Community & Economic (952) 985-4422 Development Director I Donna Quintus ICommunity & Economic (952) 985-4420 iDevelopment Secrete Pe.nn)' Brevig icommunlly & Economic (952) 985-4428 pevelo ment Secreta Frank Dempsey i 952 985-4423 sociate Planner Ron Mullenbach ! (952) 985-4424 lAssociete Planner Leif Hanson I (952) 985-4448 !Zonin ode Enforcement Rita Erpelding IEconomic Development 952 985-4425 iCoordinator I I I I FA)( NUMBER:' 952 985-4429 Number of pages including cover sheet: .1- D o o Phone: Fax: '-{'-r7. L{J.. L{~ . REMARKS: o For your o For your review MAs requested o Please comment information - .. ~~-: U Je. fro(~s~.cd +lvL. u s.e.. 0/ ftt1 ~. ~L'iU-S fJtJ.A1- , - :.r '" cn.kv... s ('").L\ &( -rtu ~;rL -e...k"'~sr~___ c.~~...:' t:._____ f ..-.--,.-.... ~---- 1lV~"'ll.._-.~-" ---...- .......,.....- .... - .L__. ,.,.- --"'--....-.... , .4. ........- . ~ .. 4l q ~ ':I:B:i~f) t1A.y -# ----\- .......-r...'__ "".,._4 . - . ....- -. -;f& ~~. .. ~ , ~ - 11...... (J -- -- --.-.....-- - -..--,-....... . '" -<v ---.-._...--~ ~ - c:\f1les\word\forms\fax.docl104/07/00 05/10/2000 02:32 6129854429 COMMUNITY DEVELOPMEN HISTORY April 18, 1988- The City Council approved a conditional use permit to allow the construction of Messiah Lutheran Church. The City Council approved a conditional use permit to allow volunteer laborers to live temporarily on site during the constrUction of Messiah Lutheran Church. The City Council approved a conditional use permit amendment to allow a 1~920 square foot classroom addition to the existing church building. November 6, 1989 - The City Councll approved a conditional use permit to all~ day care at Messiah Lutneran Church. August 1, 1988 - August 7, 1989 ~ October 19, 1992- The City CQuncil approved the preliminary and tinal plat of . Messiah Lutheran Church Addition and a conditional use pennit amendment to allow the construction of a new sanctuary onto the existing church building. . CASE ANALYSIS Messiah Lutheran Church's proposed classroom addition was identified as one of five expansion rhases on the site master p-lan included with last fall's new sanctuary conditiona use permit amendment. Staff, Planning Commission and City Council review of last fall's conditional use permit amendmen~ addressed all five expansion phases. The submission of a new site plan and approval of a conditional use permit amendment is re9,uired for each church expansion phase, including the proposed classroom addition. This conditional use permit amendment win include the use of volunteer laborers for the construction of the proposed classroom addition. These volunteeJ:' laborers will live on site temporarily during the construction of the classroom addition. . I Section 9.2(4) of the Zoning Ordinance requires a special permit for self-contained . motor homes to be used as temporary living quarters for construction workers working on the same site provided the following five conditions are met: 1. The. construction site is at least five acres in size. 2. The construction project does not include the construction of single family hoDies. . 3. No more than five self-contained motor homes arc used. 4. The motor homes do not remain on the property more than 120 days. 5. No more than four occupants per unit. 2 II I' ,.... ... PAGE 02/02 II Ma~ 02 00 08:16a Ma~ellan Associates 6514893933 p. 1 FAX COVER SHEET Magellan Associates 1188 Rice Street St. Paul MN 55117 Phone (651 )489-3373 Fax (651)489-3933 SEND TO Company name L. Attention ~1 Ii. Office location (~*~$tzJm~~~i;;:.~W::~~.~.t*:::{~~~~~~r::;::;;'~:~~r;.h\'ili1~~~,,";~~f~:J ~t ;~*i~1>> F~~~~W~ t%':l{........~;.,m~~~~~k.....l ........."fu\~,-I'\..';~{<.t. '{"'~~ ~~....~~M....... ..' ..<-. ., y..~. "J....:<-;;>";':"'-y, ....cv~. ,,,. ~ From ~~"- \\..J l"\ \-. tv- L~\. \..e.. S"'Vl~ k l\N$ if(L. Date 1., 'r- - 4~'\- ~~~~ UJOD PlA.~'\ Fax number '1t;l- 441- 42. LtS"" Ofnce lociltion ?r,. Phone numbsr fo- o Urgent o Reply ASAP o Please com""",t ~ Please ,.view 0 FaT YOU' ~tion Tota' pages, including cover; 1.- COMMENTS _ ~ ~;~:;;:~~~.(~~~~~-. ~ii it.....'Notrl.bu;:yq.............?......d..;ci.lC...'E........t:Ji/i.'j.'VJ..................................W........zLJii...............;:...;$yJLGwfJ .':::::::::::::::::::::::::::::...:::::::::::::::F::~Zi1:[::::..~i:~E:::::~:::~~::::::~~::::::::::::::::~:..:::.::....:..~~t::::::::::::::::: ~~~~~~\~:~~~~~~~~~~~~:~:: ~.:.:emUl:~::::::~..:..:..QP:~::::::~::::t~::::::::::::::::::::::::::::::::::::::::::::::::::.:::::::::::::::::::::::. ...................,.......................................................................................................................................................................... ............................................................................................................................................................................................................................................... ........................................................................................................................................................................................................................................ ......................................................................:........................................................................................................................................................................ ....... ... ... .......... ..... ..... ........ ........ ..... ............ ...~..... ...... ................... ... ........ ........ ...... ..... ..... ...... .......................... ..... ..... ............... .......... ................ ............... .... .. ...... ................ .......... ................ ....... ...... .......~..... ........ ... ..... ...... ..... ...................... ........... ......... ........... ................. ........................................ ............ .............. ......................................................................!......................................................................................................................................................................... i .....................................................................r... I I .................................................................................................................................................................. Ma::J 02 00 08:16a Magellan Associates 6514893933 p.2 memo May I, 2000 To: Ms. Jane Kansier Planning Department City of Prior Lake From: Jack Hunter Holy Cross Lutheran Church 14015 Pike Lake Trail Prior Lake MN I am writing this to inform you of our intent to use a group called Laborers for Christ to help us erect our building expansion. Laborers for Christ is a group of retired couples who will come to our location, live on site in their motor homes or trailer, and assist us in the construction. "Laborers" ~ve helped with a number of churches in our area; three projects at Messiah in Lakeville during the past 12 years, S1. John in Woodbury and Christ Victorious in Chaska last year. Five couples will arrive at Holy Cross in early June and depart when the project is completed in mid-October. We have allocated space for their trailers in the south end of our parking lot against the tree line. Utility arrangements: Sewage: Holy Cross has arranged with Mckinley to pump out the sewage from each unit every second day or as required. Water: Holy cross will provide water via flexible piping. Electricity: J Ioly Cross will provide temporary power to the trailers. With this memo, we are asking permission to allow these valuable people to park on our site to best assist us for a period not to exct:c:d I SO days. ,--'" , FILE COpy April 4, 2000 Holy Cross Lutheran Church Attention: Jack Hunter 14085 Pike Lake Trail Prior Lake, MN 55372 RE: Site Plan Application Review Dear Mr. Hunter: We have completed our review of the site plan materials you submitted for the addition to Holy Cross Lutheran Church. The following items must be submitted or revised before this site plan can be approved: 1) Parking must be provided at the following rates: . A minimum of 1 parking space for each 3 seats in the main assembly hall (250 seats + 3 = 84 spaces) . A minimum of 5 spaces plus 1 space for each 5 children in the preschool. In order to determine the number of spaces, you must provide us with the licensed capacity of the preschool. These spaces may be provided jointly with the church use. . Based on the information we have received so far, this use requires a minimum of 84 spaces. The plan you submitted identifies 80 parking spaces. 2) Both the new and the existing parking lot must meet current standards for parking lot landscaping, paving and lighting (see attached). The plans you submit must identify the dimensions of the parking spaces and aisles, as well as the surface type. The landscaping plan must include the required parking lot landscaping. 3) A luminaire plan, identifying the light fixtures and the foot-candles at the property line must be submitted. Lighting is required in the parking lot. 4) The landscaping plan must be prepared and signed by a registered landscape architect. This plan should also indicate whether or not an irrigation system will be provided. If not, a letter of credit for 125% of the amount of the landscaping, including plants, mulching and edgers, must be submitted. The City will hold the letter of credit for two years following acceptance of the landscaping. If a built-in irrigation system is provided, no letter of credit is required. 5) The tree inventory you submitted seems to indicate the required number of trees for landscaping purposes already exists on the site. However, this inventory must be certified and signed by a registered land surveyor, a registered civil engineer, a registered landscape architect, a certified horticulturist or a certified forester. 16200 ..J:\OOfjlliS\OO$ite.ol\OO-D26\r~sjon.doc . P,age L tagfe ueeK Ave. ~.c.., t'rlor LaKe, Mmnesota 55372-1714 / Ph. (612) 447-4230 / Fax (61z) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER 6) The grading plan must be revised to include the following: . The grading limits must be identified on the plan. . Slopes may be no greater than 3: 1. . Silt fence must be installed. The location of the silt fence must be shown on the plan. . Provide a detail of the proposed retaining wall. If the wallis more than 4' in height, it must be designed by a registered engineer. 7) See the attached memorandum from Robert Hutchins, Building Official, for Building Code requirements. These requirements must be met prior to issuance of the building permit for the structure, but, with the exception of item #39, are not required prior to site plan approval. Please submit at least 6 full scale copies of the revised plans to me at the Planning Department. Once all of the necessary changes have been made, we can approve the site plan. You may then proceed with the building permit application. Thank you for your prompt attention to this matter. If you have any questions, please contact me at the Planning Department at 952-447-9810. Sincerely, G. -1<11 ^- ~:II ..., ~KanSier. ~Itp """""'- Planning Coordinator Enclosures: 1. Parking Landscaping Requirements 2. Memorandum from Robert Hutchins, Building Official c: Earl Drangstveit, General Contractor DRC Members 1:\OOfiles\OOsitepl\OO-026\revision.doc Page 2 02/17/2000 10:02 j ~ V" ~ * }'- i .!I & :3 ~ II. ..... ID ,... ~ \--~ II) i Q z ~ ~~. I.L !j: 1i Q 111 :,' ~ 8 ~ - ~ ~ II. PAGE 01 ~ r- ~ 8886447 LANDSHAPES BuildiD2 Permit Plan Review Date: 21-Jan-OO 1. City of Prior Lake DRC Development Review Committee Site Approval Jenni Tovar. PIaMer; City of Prior Lake 447-4230 To Do no Set of'Eacbl 1. Aoourste Certified Survey. Done but not submitted 2. Detailed 3ite plan - Done but not submitted 3. Grading & Dra.i.nage t'1an . (Hunter) 4. Utility Plan. J)(me but not submitted .5. Landsc:ape Plan.. (iiF'rerveer) . We need to do a tree inventory, identifying location, size and $pecies oftfees aver 2- 112" in diameter. . A landscape plan must be done by a kegisteted Landscape Architect. <7 -=7_ For our site we need a minimum of 60 trees over 2.5" with 15 beitJg conifers ancl15 being deciduous. _ The City requires landscape tteatment of the whole site to include the fonowing elements: o The site perimeter. o The cntly focal areas ( major entity drives, corner ateaS, ~gnage locations and other similar focal points). o The parking lot landscape. o Screening of mec:hanicatequipment, exterior storage, trash storage or visual clutter as identified by the City in the plan review pt0ces5. 6. Sign Plan - No Changes I Not Applicable 7. Fire Protection Plan I Will be part of the Fire Sprinkler Bid 8. Building Plans - Done but not submitted 9. Trash Enclosure Plan - None 10. Luminare Plan. (Hunter to work wI Bill 1.A;jJ)) 11. Written Narrative (for variances) - Not Applicable 12. Application Form (signed) 13. $300 ApplicaIion Fee 2. City of PriOl' Lake Building Department Paul Baumgartner; Building Inspector I Plans Examiner Bob Hutchins, Building Dept Head City of Prior Lake 447-4230 Building plan review tor building permit Fire Ptoted:ion Contractor will pull the Fire Sprinkler Permit Mechanical Contractor will pull HV AC pennit. Eledrica,l Contractor will pull the Electdcal permit. To Do 1. Submit two sets of plans 24-Jao.00 2. Submit 3 sets of Survey 24-Jan-OO 3. Submit an application 24-Jan-OO 4. Submit Energy Calculations (Bunter) 5. Submit Lighting Calculations (Hunter) 3. Metropol.i1an Coundl Environmental SemeN Jodi Edwards; 230 East 5th Street; 651-602.1113 MCES will determine the SACJW AC charges. To Do 1. Get requirements from Jodi 25-Jan-OO 2. Drop off infonn.ation to Jodi 26-Jan-OO Misce llaneous L:\TEMPLA TE\FILEINFO.DOC CITY OF PRIOR LAKE ORC PROJECT REVIEW CHECKLIST PROJECT NAME: HOl Y CROSS lUTHERAN CHURCH ADDITION An application for site plan approval for a 3,888 sf addition to Holy Cross Lutheran Church. APPLICANT: Holy Cross Lutheran Church PROJECT ENGINEERS: Earl Drangstveit, General Contractor 419-3381 CONTACT PERSON: Jack Hunter 447-6772 SITE INFORMATION PID#: 25-926-003-0 LOCATION: 14085 Pike Lake Trail. This property is located on the south side of CSAH 42, east of Pike Lake Trail. EXISTING ZONING: R-1 (Low Density Residential) COMPREHENSIVE PLAN: R-UMD (Low to Medium Density Residential) PROJECT REQUEST: Review site plan for necessary changes. DISTRIBUTE TO: APPLICATION FOR: x Frank Boyles X Bud Osmundson Administrative Land Division X Sue Walsh x Sue McDermott Comprehensive Plan Amend. X Ralph Teschner Jeff Evens Conditional Use Permit X Paul Hokeness Lani Leichty Home Occupation X Bob Hutchins Rezoning X Don Rye X Doug Hartman Site Plan X Jane Kansier X Fire Chief Preliminary Plat X Jenni Tovar Bill O'Rourke PUD DNR - Pat Lynch Minnegasco Final Plat County Hwy. Dept. Watershed Dist. Variance MNDOT Telephone Co. Vacation SMDC Electric Co. Mediacom Cable Met. Council Date Received 3/16/00 Date Distributed 3/20/00 Date Due 3/30/00 Complete Application Date Distributed to 3/20/00 DRC Meeting 3/30/00 Date DRC Publication Date Tentative PC Date NA Tentative CC NA Date 60 Day Review Date Review Extension 1:\00files\00sitepl\00-026\referral.doc Page 1 I have reviewed the attached proposed request (Holy Cross Lutheran Church Site Plan) for the following: Water City Code V Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads/Access Policy - Septic System Gas Building Code J Erosion Control Other Recommendation: Approval Denial /' Conditional Approval Signed: 1~~-H- ~ Date: 3/~/()o , , Please return any comments by Thursday. March 30. 2000, to Jane Kansier, DRC Coordinator City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Phone: (612) 447-9812 Fax: (612) 447-4245 1:\OOfiles\OOsitepI\OO-026\referral.doc Page 2 ,. ~...- " r r I have reviewed the attached proposed request (Holy Cross Lutheran Church Site .fl.sml for the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads/Access Policy Septic System Gas X Building Code Erosion Control Other Recommendation: Approval ~ Denial _ Conditional Approval Comments: Se E t:... \TAC \-t€o t''\ E-t--1 0 h~ ~k4/~ Signed: Date: Please return any comments by Thursday. March 30. 2000, to Jane Kansier, ORC Coordinator City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Phone: (612) 447-9812 Fax:' (612) 447-4245 I :\OOfiles\OOsitepl\OO-026\referral.doc Page 2 \ , DATE: March 24, 2000 TO: Jane Kansier, Planner FROM: Robert D. Hutchins, Building Official ~\)~ RE: Holy Cross Sanctuary Addition 14085 Pike Lake Trail Following are the results of the preliminary plan review for the Holy Cross Sanctuary Addition. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). The comments are numbered as in the February 7, 2000 plan review letter. 3. Submit the completed Structural Engineers requirements for Special Inspections UBC 1701.5. 6. Provide the Illumination Budget Calculation Summary, MN Energy Code Part 7670.080. 15. Provide an attic access. UBC 1505.1 16. Calculate occupant loads in all A-3 Assembly occupancies and post room capacity in rooms. UBC 1007.2.6 17. Provide detail of penetration firestopping at Floor /Ceiling separation at Mechanical Room. UBC 106.3.3,710.2,712. 21. Provide details of handrails on HDCP ramp. Both handrails shall extend at least 12" beyond the top and bottom of the ramp segment. MSBC 1341.0432, Subpart 5, Item B. 22. Provide HDCP Interior and Exterior signage details. MSBC 1341.0476. 26. Provide a plan for emergency lighting and exit signs. UBC 1003.2.8 33. Indicate a recycling space for the building. MSBC 1300.4700. The following are additional comments: 34. Sht A-I: Structural Engineering required on retaining wall over 4' -0" in height. UBC 106.3.2. 16200 Eagle Creek Ave. S.L Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER ~ .' . 35. Sht A-I: change E-3 occupancy classification to E-1. UBC 305.1. 36. Sht A-I: Provide exterior stoop at exit door IA and doors 1. UBC 1003.3.1.6. 37. Sht S-2: Indicate the uppermost termination ofShearwalls SW-2, SW-3, SW-4. 38. Sht S-2: Indicate roof framing materials above Cry Room. 39. Provide information on temporary lodging locations for Labors for Christ organization, ex: locations oftrailers, sewage/water facilities, length of stay, etc. This is a preliminary review only. Other code items will be addressed when the final plans are submitted. The building plans must be reviewed by the Cites Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the plans before a building permits can be issued. 2 FILE COpy CITY OF PRIOR LAKE ORC PROJECT REVIEW CHECKLIST PROJECT NAME: HOl Y CROSS lUTHERAN CHURCH ADDITION - REVISED PLANS An application for site plan approval for a 3,888 sf addition to Holy Cross Lutheran Church. APPLICANT: Holy Cross Lutheran Church PROJECT ENGINEERS: Earl Drangstveit, General Contractor 419-3381 CONTACT PERSON: Jack Hunter 447-6772 SITE INFORMATION PID#: 25-926-003-0 LOCATION: 14085 Pike Lake Trail. This property is located on the south side of CSAH 42, east of Pike Lake Trail. EXISTING ZONING: R-1 (Low Density Residential) COMPREHENSIVE PLAN: R-UMD (Low to Medium Density Residential) PROJECT REQUEST: Review site plan for necessary changes. DISTRIBUTE TO: APPLICATION FOR: Frank Boyles X Bud Osmundson Administrative Land Division Sue Walsh X Sue McDermott Comprehensive Plan Amend. Ralph Teschner Jeff Evens Conditional Use Permit Paul Hokeness Lani Leichty Home Occupation X Bob Hutchins Rezoning X Don Rye X Doug Hartman Site Plan Jane Kansier Fire Chief Preliminary Plat X Jenni Tovar Bill O'Rourke PUD DNR - Pat Lynch Minnegasco Final Plat County Hwy. Dept. Watershed Dist. Variance MNDOT Telephone Co. Vacation SMDC Electric Co. Mediacom Cable Met. Council Date Received 4/21/00 Date Distributed 4/25/00 Date Due 5/3/00 Complete Application Date Distributed to 4/25/00 DRC Meeting 5/3/00 Date DRC Publication Date Tentative PC Date NA Tentative CC NA Date 60 Day Review Date Review Extension I :\00files\00sitepl\00-026\referrev .doc Page 1 -- r, I have reviewed the attached proposed request (Holy Cross Lutheran Church Site eJ.anl for the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads/Access Policy V Septic System Gas V Building Code Erosion Control Other Recommendation: Approval vi Denial Conditional Approval A/6:?:? Au- ~Tt#'L -rlf€y Aatf 1/1//'"0 ON ~ .;Cc.:.;.(2. CtlrQl> r &~,o6Wnlr 6~6 I r6Y? 5 /'fr1---G- ~~L6-re: ~'1 Fo/Z. /7 8u:J6. ~/r /!rr'/1LXJ"'Tc- Comments: Signed: Date: Please return any comments by Thursday. May 3.2000, to Jane Kansier, ORC Coordinator City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Phone: (612) 447-9812 Fax: (612) 447-4245 . . 1:\OOfiles\OOsitepl\OO-026\referrev.doc Page 2 J I have reviewed the attached proposed request (Holy Cross Lutheran Church Site f.1!m1 for the following: X Water City Code Grading Sewer X Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads/Access Policy Septic System Gas Building Code X Erosion Control Other Recommendation: --X.- Approval Denial Conditional Approval Com~ents: ~ - Q) t'~ L"'~>.LS> ~ ~'5~d (k!l~~:o~~- ~ ffil~~~ Signed: -i~ ,ct;[)~Date: c:..../ 7/<(/00 Please return any comments by Thursday. May 3. 2000, to Jane Kansier, ORC Coordinator City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Phone: (612) 447-9812 Fax: (612) 447-4245 1:\OOfiles\OOsitepl\OO-026\referrev.doc Page 2 Addition and Alterations to Holy Cross Lutheran Church 14045 Pike Lake Trail NE Prior Lake, MN 55372 SECTION Bids wanted on these Sections of the Specifications - Section 02100 Section 02200 Section 03100 Section 04200 Section 05100 Section 06100 Section 07300 Section 08100 Section 08700 Section 08850 Section 09250 Section 09700 Section 09900 Section 15300 Site Clearing Earthwork Concrete Masonry Structural & Miscellaneous Steel Carpentry & Millwork Roofing & Sheet Metal Metal Clad Doors & Frames Finish Hardware & Specialties Glass & Glazing Gypsum Drywall & Acoustical Ceiling Flooring & Base Paint, Varnish & Caulking Fire Protection -'-, ,-" Q-'-; -,'" ,'-.,'\ fc" Ie' c, 'J .,\';, :', : j ~" \ j 2 ~ 7 c:., L \.,:/ ~.,._::: ! 1 " I \ L':~ - -' _------'. ~,.. I~l ~ I-;~ IU 2 Addition and Alterations to Holy Cross Lutheran Church 14045 Pike Lake Trail NE Prior Lake, MN 55372 DMSION I - GENERAL REQUIREMENTS INSTRUCTION TO BIDDERS Section 01000 1. THE PROJECT & PRINCIPALS 1.1 This project is to construct an addition to Holy Cross Lutheran Church in Prior Lake. Minnesota. A second phase of the project is to construct Sunday School rooms in the existing sanctuary once the new sanctuary is completed. 1.2 The addition is to be one-story wood frame construction, concrete footings and slab; masonry foundlltions, face brick veneer and masonite siding; asphalt shingle roofing; exterior and interior finish work; mechanical and electrical systems, fixtures and designated equipment and utilities. 1.3 The work of the project shall be as shown and described in the Plans and Specifications prepared by the "Architect" - Dennis Wallace, 4937 38th Ave. S., Minneapolis MN, phone 612-722-6363. 1.4 The term "Owner" used in these Specifications is Holy Cross Lutheran Church, Prior Lake, MN; Pastor Robert Nowak; Building Committee Chairman Jack L. Hunter. The Owner is also referred to herein as "Congregation" and "Participant". The Owner has designated Mr. Charlie Vig, pager number (612) 640-2112 as its Project Manager for this project. 1.5 The Owner has elected to be the "General Contractor' and construct this project with the aid of a national religious "construction team" known as LABORERS FOR CHRIST; therefore, the Owner and the General Contractor are one and the same, to wit "Owner/Contractor" and "Owner/Builder". 1.6 The term "Sub-contractor" is an individual, partnership, firm or corporation that the Owner/Contractor executes a Contract (Agreement) with to provide a part of the project work, consisting of materials and labor combined or materials only, that shall comply with the Plans and Specifications of this project. The Sub-contractor is also referred to herein as "Independent Contractor". 2. SUB-BIDS REQUESTED 2.1 The Owners Building Committee is requesting Sub-bids from qualified Sub-contractors and Suppliers for each specific area described on the list attached to the Invitation to Bid titled "Bids wanted on these Sections of the Specification". 3. SUB-BIDS DUE DATE & PLACE 3. I Sub-bids will be received up to 2:00 CDT on Tuesday, April II, 2000 at Holy Cross Lutheran Church, 14085 Pike Lake Trail, Prior Lake MN 55372. 3.2 Propp shall be submitted in duplicate in sealed envelopes, addressed to Holy Cross Lutheran Church - Attention: Jack L. Hunter, Chairman of the Building Committee: delivered, or faxed to 612-445-6997. 3.3 These sub-bids will be opened privately by the Building Committee. 3 4. A WARD OF SUB-CONTRACTS 4.1 It is the intention of the Owner's Building Committee to award the sub-contracts immediately, if within budget constraints. 5. INSURANCE REQUIREMENTS 5.1 Sub-contractors shall provide Insurance Coverage required in the General Conditions Article 11.1 and the Agreement Article 6. Provide a Certificate to the Owner evidencing coverage for liability, personal and bodily injury, property damage and worker' compensation. 5.2 An occurrence-based policy is required. This means that the policy will provide coverage for all claims arising out of the occurrences during the policy period, regardless ofthe fact that the claim is actually made after the expiration of the policy period. 5.3 The policy mllSt have a combined single limit for personal injury and property damage of at least $500,000 for each occurrence and a total of$I,OOO,OOO annually. 5.4 This certificate must specifically name as additional insureds, The Lutheran Church - Missouri Synod and the Minnesota South District of the Lutheran Church Missouri Synod. 5.5 The certificate must provide that the coverage afforded under the policies will not be cancelled until at least 30 days prior written notice has been given to The Lutheran Church - Missouri Synod. GENERAL CONDITIONS Section 01100 l. AlA Document A201 titled "General Conditions of the Contract for Construction", published by the American Institute of Architects, hereby becomes a part of these specifications. 2. A copy of this AlA Document A201 General Conditions may be seen at the Church, or may be available Minnesota Chapter of the AlA, 275 Market Street, Minneapolis, MN 55405. 3. Certain articles of these General Conditions are amended or modified by articles of the Supplementary Conditions in Section 0120. SUPPLEMENTARY CONDITIONS Section 01200 1. SCOPE 1.1 The Articles contained in these Supplementary Conditions of the Contract may amend, modifY, supercede, void or supplement the Articles of the General Conditions ofthe AlA Document A201 and shall take precedence over the provisions of the General Conditions. Where any part of an article of the General Conditions is not so amended, modified, superceded or voided by a provision of the Supplementary Condition, such part shall remain in effect. 2. A201 ARTICLE 2 - OWNER 2.1 Subparagraph 2.1.1; The Owner and the General Contractor shall be one and the same for this project. 2.2 Subparagraph 2.2.3 ; The Owner will secure and pay for the necessary building permits. 4 3. A201 ARTICLE 3 - CONTRACTOR 3.1 Subparagraph 3.1.1; The Contractor is the Owner/General Contractor and the Sub- contractors. 3.2 Paragraph 3.7; The Owner ~ill secure the Permits and pay the Fees. 4. A201 ARTICLE 9 - PAYMENTS 4.1 On a monthly basis, Payments for the work completed to date will be requested and paid with a 10% retainage until the work of the Sub-contractor is satisfactorily completed. A Laborers For Christ Contract #23, 7 pages, will be used. 5. A201 ARTICLE 11 - INSURANCE 5.1 The Owner will procure Owner's Liability Insurance- Paragraph 11.2 and Property Insurance - Paragraph 11.3, for the project. .. EDd of Divisioo 1 5 DMSION 2 - SITE WORK SITE CLEARING Section 02100 I. SCOPE 1.1 The work under this section consists of furnishing all labor, materials and equipment necessary to complete all site clearing and demolition as necessary for the project. 2. SITE CLEARING 2.1 Clear any grass, sprinkler piping, brush, debris and foreign material from the areas to be covered by the building, areas of earth fill, landscaping and lawns. Protect bench marks, other reference points, which are to remain. This Contractor shall protect and not encroach upon the area surrounding the property with his equipment, materials and construction debris except as specifically arranged by special permission. 3. PROTECT SITE UTILITIES & SERVICES 3.1 Protect existing utilities running near the building location. Do not disturb them. 3.2 .Call Gopher State One service to locate all utilities on or adjacent to the site before starting this work. Protect them in the conduct of this work. 3.3 Ifunknown utilities are encountered, notify the Owner's Project Manager and the utility company immediately for determination of what to do with it. Ifrelocation is required by the Contractor, the cost will be compensated by a change order. 3.4 Any inactive utility will be plugged or removed as directed by the Project Manager. 4. DEMOLITION 4.1 None required for this project. 5. SAFETY PROVISIONS 5.1 Install and maintain barricades and fence enclosures around the Construction Area, adjacent public trafficways, and walkways as required for work area and public safety. All construction work shall provide Safety to the Public in accordance with Local Building Codes and Regulations, and Safety for Construction workers and others involved in the project according to State Standards and OSHA Regulations. EARTHWORK Section 02200 l. SCOPE l.l The work of this section consists of furnishing all labor, materials and equipment necessary to complete all earthwork shown on the Plans, specified herein and as required to prepare, condition and finish the site for the complete project. 2. STRIPPING & STORING TOPSOIL 2.1 Ascertain that the site has been cleared as specified in Section 0210. When properly cleared, strip good topsoil from the entire construction site and fill area and stockpile in an out-of-the-way area for use in finish grading, in a location to be approved by Owner's Project Manager. 3. SITE FILL - COMPACTED 6 5.2 Compaction of backfill shall be 95% Maximum Dry Density - ANSI! ASTM- 698-78. 6. GRAVEL FILL 6.1 Gravel fill under floor slabs and other designated locations shall be a minimum of 4" mineral aggregate placed according to dimensions shown on the plans. The mineral aggregate shall consist of Yz" to I" gradation, broken stone, crushed or uncrushed gravel, clean quarry waste or a combination thereof. The aggregate shall be free of vegetable matter, loam, volcanic tuff or other deleterious substances. It shall be of such quality that the absorption of water in a saturated surface-dry condition does not exceed 3% of the oven dry weight of the sample. 6.2 The gravel shall be placed, compacted and leveled for floor slab construction. 7. PIPING EXCAVATION 7.1 Excavate pipe trenches accurately graded along the bottom to provide uniform support on tmdisturbed soil for piping. Excavations for joints shall be made after grading trench bottom and shall be as small as possible. Excavations made too deep shall be filled with suitable material and compacted to density of surrounding undisturbed soil. 7.2 Unstable soils not suitable for proper pipe support shall be removed and replaced with a suitable material as directed by the Project Manager. 7.3 Care shall be taken to avoid injury to building foundation or footings. Sheeting, shoring, and bracing shall be provided where necessary in deep trenches or in unstable soils to protect from cave-in. 7.4 Necessary grading shall be done to prevent surface water from entering trenches or excavations. Water accumulating in the trenches or excavations shall be removed as soon as possible. 8. COMPACT TRENCH BACKFILL 8.1 After the piping installation has been tested and approved, trenches and excavations shall be backfilled in 6" layers of earth, free from clods and stones, thoroughly . tamped to the density specified in elsewhere in this Section. 8.2 Where settlement occurs, excavation or trenches shall be re-opened, re-filled and compacted to the required density. Pavement or walk cuts shall be re-paved with material identical to surfacing material removed in accordance with local codes and as directed by the Project Manager. 9. LOCATE UTILITIES 9.1 Locate and protect existing utilities as specified in Section 0210. 10. FINISH GRADING 10.1 The entire site shall be fine graded to the elevations indicated on the Site Plans. All grades shown are to be finish grades and allowances shall be considered for all paving, slabs, etc. Place 6" of topsoil on ground areas. II. EXCESS SOIL 11.1 Surplus soil from this work shall be placed on and distributed about the property as directed by the Project Manager. It shall not disturb planned drain. End of Division 2 8 3.1 Earth fill may be required in the building area; provide grades required for construction finish and drainage as shown on Site Plans. The Contractor shall furnish all material, place and compact it on the site as required herein. 3.2 Preparation of the site: All areas that are to be filled and/or compacted shall have all organic top soil, plants and vegetation removed - see Section 0210; all excavations, holes, etc. shall be scarified to a depth of 6" and brought to optimum water content. 3.3 Fill material used shall be free from vegetable matter and other deleterious substances; it shall be of such quality that it will compact thoroughly without presence of excessive voids when watered and rolled. The material should not contain rocks over 2" in greatest dimension. The fill should not show excessive shrinkage or swelling when subject to change in water content. It shall exhibit sufficient shearing strength when compacted to support the intended loads. 3.4 Placing fill: Material shall be deposited in layers not to exceed 6" in depth. Distribute material in a manner to insure uniform density of materials and route hauling equipment to avoid excessive rutting in any area. 3.5 Material should be handled and placed such that moisture is uniformly distributed throughout and of sufficient quantity to provide for maximum compaction. 3.6 Compaction shall be accomplished by power tamping or packing equipment working uniformly over the entire surface to provide the following densities: Under Footings . 100% Maximum Dry Density Under Floor Slabs 95% Maximum Dry Density Under Paving . 95% Maximum Dry Density Under Planting Areas . 85% Maximum Dry Density These shall be in accordance with ANSI/ASTM - 0698-78; provide Proctor Test. 3.7 The Contractor shall have a Soils Lab test the compaction accordingly in various locations before proceeding with construction. 3.8 Compact fill up to 8" below building floor elevation and 6" below finish grades for finish grading and topsoil placement at a later time. 4. EXCA V A nON FOR STRUCTURES 4.1 Perform all excavation as required by plans including foundation walls, rectangular footings, floor slabs and gravel fill. All excavation shall be done to elevations and dimensions shown on plans, including ample space for construction operation. Bottom of excavation where concrete is to be placed shall be kept smooth, level, clean and free from loose material and protected against flooding. 4.2 Flooding protection to keep water out of the excavation shall consist of banking up around the perimeter and ditching to divert water flow from the adjacent roof structures. Ifwater gets in, pump and bail as necessary to remove it as soon as possible to minimize damage and dry it to facilitate progress of the work. Ifit cannot be dried and compacted for required bearing surface, excavate to good bearing soil and fill with concrete. 4.3 When soil nature is such that adequate bearing capacity cannot be maintained at sub- grade level indicated, the Contractor shall notify the Owner's Project Manager and obtain instructions before proceeding with the work. 5. BACK - COMPACTED 5.1 Backfilling of excavation shall be done with clean earth placed in 6" layers and thoroughly compact by mechanical tamping. No debris, deleterious materials or large stones shall be used in backfilling or left in the excavations and covered with backfill. 7 DMSION 3 - CONCRETE CONCRETE Section 03100 I. CONCRETE WORK 1.1 Concrete work cOnsists of footings, foundations and floor slabs as shown on the Plans. See Structural Engineer's notes on Sheet S-5. If notes on plans differ from these specifications; the plans shall take precedents. 2. CONCRETE MATERIALS 2.1 Concrete shall consist of sand and gravel or sand-gravel with limestone aggregate, Portland cement and water; and meet the following requirements; 2.1.1 Class A for reinforced concrete; 6-1/2 bags minimum cement per cubic yard of concrete; compressive strength of 3000 psi in 7 days and 4000 psi in 28 days. 450# dry sand-gravel per bag of cement. 47B Special for structural concrete and sand-gravel concrete for · floor slabs. 2.1.2 Class B concrete: 5-112 bags minimum cement per cubic yard of concrete; compressive strength of 2000 psi in 7 days and 3000 psi in 28 days. 600# dry sand-gravel per bag of cement. 2.2 The quantity of water shall be determined by proper workability of the concrete but shall not exceed 6 gallons per bag of cement. 2.3 The Contractor shall obtain a ticket from the concrete supplier for, and with, each load of concrete delivered to the site stating the date and location of delivery, the quantity of the load, the ingredients and the proportions of each in the mix and the price. The Contractor shall note where, on the project, the concrete was placed, sign the ticket and deliver it to the Project Manager. 3. INSPECTION BEFORE POURING 3.1 No concrete shall be poured until the Project Manager has approved the condition of the bearing materials and preparations for pouring including excavation, forms and reinforcing steel. In no case shall concrete be placed when the Project Manager, or his representative, is not present and has not given authorization to proceed. The Contractor shall give the Project Manager 24 hours notice before pouring concrete. 4. STRENGTH TESTS 4.1 The Contractor shall make 3 test cylinders from each pour of concrete (except minor items); cylinders shall be in accordance with ASTM C-31; 7 day and 28 day strength tests shall be made on the cylinders; the third one being held as a spare for additional test in event of low results or questions on the other cylinders. Submit test reports immediately to the Contractor and the Project Manager. 5. FORMS 5.1 Forms for footings and other ground bearing concrete work shall be wood or steel secured in place with stakes firmly driven into the soil and of sufficient frequency to hold the forms in place when the concrete is poured. Forms shall be full height of footing dimensions given, set for full width and at designated grades. 6. REINFORCING STEEL 6.1 Reinforcing steel shall be standard deformed bars of size and quantity noted, placed in the mass of concrete in such a manner to assure a minimum 1-1/2" concrete envelopment. Generally, bars shall be continuous; ends shall be lapped 24" and securely tied. 9 6.2 Reinforcing mesh of steel shall be placed in concrete slabs as shown on the Plans, sized as noted; ends and edges shall be lapped and tied. 7. INSERTS 7.1 The Contractor shall make provision for and install all required inserts, anchors, electrical conduit and boxes, ductwork, sleeves, openings, etc. in all the concrete work as required on the details and by the different trades on the project. 8. FOOTINGS 8.1 Install reinforced concrete (Class A) footings and/or foundations under walls and load-bearing members as detailed on the Plans. 9. EXPANSION STRIP 9.1 Install continuous expansion strip between adjoining slabs and slab-ta-wall as shown as !hown to provide for floor slab expansion. Size and shape of strip to be as shown on the Plans. Placement shall be level and uniform. 10. PREP ARA nON FOR CONCRETE SLABS 10.1 Place sand or gravel fill of depth shown over earth, compacted to receive floor. Install screeds to provide the required thickness of concrete with a level or unifonn sloped surface as required; apply a continuous 2 x 2 strip of the concrete side of screed and add reinforcing through the joint to key adjacent slabs together in successive pours. The floor slab is to be a continuous bearing slab for the entire area, unless shown otherwise. 11. MOISTURE BARRIER 11.1 For floor slab - Over gravel fill on ground place a 5 mil thick polyethylene sheet moisture barrier with edges and ends lapped 8" and sealed to provide moisture-tight cover. Care must be exercised in placing concrete so as not to damage the moisture barrier. 12. POUR CONCRETE SLAB - FINISH 12.1 Install reinforcing steel mesh and pour concrete. Consolidate by vibration and float to a uniform to a uniform level surface; slope surface for positive drainage where shown on plans. 12.2 Provide a smooth trowel finish for area to receive fmish flooring. Slightly texture exposed slab surfaces with trowel swirl to be non-slip when wet. 13. EXTERIOR SLABS 13.1 Concrete walks, entrance and patio slabs shall be constructed to Safety standards; slope for surface drainage and required handicap access; Class B concrete unless otherwise shown. Protection, safety, preparations, materials and methods shall be as specified in preceding sections for concrete work. 13.2 Expansion and contraction joints - Provide expansion joints where exterior slab adjoins or is adjacent to building wall and at 20 foot spacing in walk slabs; fill with gray, non-cracking joint compound. Cut or form contraction (crack control) joints 1-1/2" deep across walks at spacing of walk width. 10 14. CURING CONCRETE 14.1 Cure exposed surfaces of concrete work by covering with plastic sheet and kept wet for a period of 7 days after concrete is placed; or use other approved curing methods. IS. SPLASH BLOCKS IS. 1 Furnish and install concrete splash blocks under the roof drains outlets, sloped away from the building for good drainage. The block is to be Class B concrete with top surface cupped to direct water flow away from the building. End of Division 3 . II DMSION 4 - MASONRY MASONRY Section 04200 I. SCOPE 1.1 Masonry work consists of furnishing labor and materials to install concrete block coursing on the foundation walls and brick veneer on the exterior (frame) walls of the building as shown on Plans and specified hereinafter. See Structural Engineer's notes on Sheet S-5. {fnotes on plans differ from these specifications; the plans shall take precedents. 2. MATERIALS 2.1 Concrete blocks shall be standard size, manufactured of sand and gravel aggregate; all blocks shall conform to ASTM Standards for structural use. Blocks used in exposed finished areas shall be select finish grade, free of chips and cracks, uniform texture, straight and square for flush wall surfaces. 2.2 Face Brick: The Contractor shall figure the quantity of face brick needed and allow in his bid the amount of $300.00 per thousand bricks / FOB job site truckload lot for this modular face brick. The Contractor shall obtain and submit samples of the brick (after Contract award) from different companies for selection by the Owner and the Architect; the Contract price will be adjusted according to the cost of the selected brick relative to the allowance. 2.3 Face brick shall be select quality of uniform size, texture and color with no chips, cracks or other blemishes allowed on the finished exposed face of the brickwork. 2.4 Cement mortar shall be used; composed of I part Portland cement, I part hydrated lime and 6 parts sand (I: I :6); except Exterior Foundations shall be laid up with a mix ratio of(I:1/2:3). 2.5 Face brick mortar shall be colored to complement the brick color; to be approved by the Owner - prepare sample brick panels for approval. Masonry cement may be used for brickwork. 3. MASONRY WORK 3.1 Each masonry unit shall be laid in a full bed of mortar; shoved in place and all joints slushed full. Special care shall be taken to provide full and solid head joints. Joints shall be struck off flush with wall surface for foundation walls. 3.2 Face brick shall be laid in a standard running bond, three courses in 8". Window sills are to be face brick as detailed. 3.3 Face brick surfaces shall be thoroughly cleaned of excess mortar and the joints rodded for a uniform and good finished appearance. 4. BRICK TIES 4.1 Brick veneer ties shall be standard galvanized metal brick ties secured to frame wall at 16" spacing both ways, horizontally and vertically. 5. ANCHOR BOLTS 5.1 Install bolts at 6' O.C. in masonry foundation to anchor plates of frame walls; concrete fill block core around each bolt to secure in place. 12 6. CLEANING & JOINTING 6.1 After the completion of the masonry work or at such a time thereafter that all liability from stain of other operations on the building is past and when there is no danger thereof, all areas of brickwork exposed to view shall be cleaned down thoroughly with clear water and wire brush. At this time, tuck point under window sills, lintels and other voids in the masonry joints. 7. FOUNDA nON INSULA nON 7.1 On perimeter exterior walls provide Foundation Insulation of rigid insulation material as shown on the Plans placed against the interior surface of the walls from floor slab to depth noted and running continuously along the walls, held in place with earth backfill . End of Division 4 . 13 DMSION 5 - METALS STRUCTURAL & MISCELLANEOUS STEEL Section 05100 1. SCOPE 1.1 This section covers structUral and miscellaneous steel items shown on the Plans and specified herein. See Structural Engineer's notes on Sheet S-5. If notes on plans differ from these specifications; the plans shall take precedents. 2. MATERIALS & FINISHES 2.1 Steel materials shall be shop primed for jobsite painting. 3. SHOP DRAWINGS 3.1 The Contractor shall submit shop drawings on all fabricated items to the Project Manager and the Architect for approval. .. 4. REINFORCING STEEL 4.1 Reinforcing steel for concrete shall be as specified in Section 03100. 5. ROUGH HARDWARE 5.1 Furnish all bolts, wall anchors, nails and other rough hardware necessary to assemble materials together and secure wood plates of frame structure and other designated items. 5.2 Anchor bolts - Y2" x required length steel bolts, with washer and nut each, at 6' o.c. anchored in masonry walls to secure wood plates of frame structure and other designated items. 6. STRUCTURAL STEEL 6.1 Structural steel members shall be as shown on the Plans, detailed and fabricated to suit job conditions. Connections shall be welded or bol~ed as required for structural bearing, fitting and securing to other elements of the structure. 7. STEEL INSTALLATION 7.1 Structural steel members shall bear on a solid base of concrete or masonry and be anchored thereto with bolts or other designated fasteners; joining members shall be bolted or welded together to secure in place. End of Division 5 14 DMSION 6 - CARPENTRY CARPENTRY & MILL WORK Section 06100 I. SCOPE 1.1 Carpentry work consists of furnishing and installing all lumber and wood products of every description and other related items specifically described hereinafter and as detailed on the Plans. Workmanship shall be of the best performed by those skilled in the trade; approved methods shall be employed to accomplish the category or work involved for each item. See Structural Engineer's notes on Sheet S-6. If notes on plans differ from these specifications; the plans shall take precedents. 2. MATERIALS 2.1 Lumber shall be thoroughly air seasoned and kiln-dried. All lumber shall be grade- marked m:cording to the recommendations of the Bureau of Standard. 2.2 Lumber for the various uses shall be as follows: 2.2.1 Structural lumber shall be Construction Grade Douglas Fir or Hem-Fir. 2.2.2 Miscellaneous lumber may be Standard Grade Douglas Fir or Hemlock, free of loose knots. Sole plated on concrete and masonry should be pressure treated moisture resistant. 2.2.3 Finish lumber shall be Select Finish Grade of the species, size and shape noted. 2.3 Rough hardware and metal fastenings shall be as required for proper installation of carpentry and millwork. Nails, spikes, screws, bolts, and similar items shall be of sizes and types to rigidly secure members in place. 3. STORAGE & PROTECTION 3.1 All lumber delivered to the site shall be carefully piled off the ground in such a manner as to insure proper drainage, ventilation and protection from the weather. It shall be immediately placed under cover upon receipt on the site and so maintained until adapted to its intended use in the building. 3.2 Kiln-dried material shall not be stored or erected in wet or damp portions of the building or in sections where plastering or similar work is to be executed until such work has been completed and becomes reasonably dry. 4. ROUGH CARPENTRY 4.1 Provide framing and furring as required for items shown on Plans. Generally, framework shall be assembled straight, square and true to receive finish materials shown; built solid and secured to structural elements of the building to support required loading and accommodate designated use. Shims are not allowed for structural bearing; full contact of members is required for bearing surfaces. 4.2 Furring shall be wood framing of the size and spacing shown. on the Plans, secured to the structural members or surfaces as noted. Furring strips shall be leveled (or plumbed) with wedges and centered to properly receive finish materials. 4.3 Rough bucks shall be anchored to masonry or steel surfaces and conditioned to receive the finish item that will be applied thereto. 4.4 Wood grounds shall be furnished for plastering surfaces to provide a securing base for wood trim and wherever else required. Grounds shall be set true. rigid and in IS perfect alignment, trued with a long straight-edge. Grounds generally shall be 1-1/2" wide and of a thickness required for the plaster that will be applied, face of grounds shall be tlush with finished plaster work. 4.5 Forms for concrete work are specified in Section 03100. 5. EXTERIOR TRIM 5.1 Exterior wood trim shall be metal-faced boards, prime painted on all surfaces before installation. 6. WALL FRAMING 6.1 Sole plate of stud walls shall be anchored to tloor slab, concrete and masonry walls with bolts at 6' o.c. spacing. Double the top plates, all corners, and perimeter framing of openings. Studs shall be 2 x 6's at 16" o.c. spacing for exterior walls and 2 x4's at 16" o.c. spacing for interior partitions. Door and window openings. shall be double framed perimeter with lintels of member size required to span width of opening and support load thereon from above. Diagonal bracing is required on all outside corners. Sole plates shall be pressure treated moisture resistant. 7. BACKING 7.1 Provide 2 x 8 tlat,backing between, and tlush with, the face of studs for mounting all wall-hung or wall-mounted items such as cabinets, handrails, doorstops, and other equipment. 7.2 Provide ceiling backing for mounting heavy light fixtures, sprinkler piping, fans, etc.; 2 x 6's mounted perpendicular to the roof trusses, tlush with and secure to bottom chord thereof (as header framing) for screw fastening of the fixture mount, verify exact locations. 8. ROOF TRUSSES 8.1 Roof trusses shall be standard, extended bearing, prefabricated units manufactured of stress grade lumber with metal connectors designed for a loads as shown on drawings. The trusses shall be designed by a Structural Engineer registered in the State of Minnesota, and he shall affix his certification to the Truss Drawings certifying the design is structurally safe and meets project requirements. The trusses shall be designed, fabricated, manufactured and installed according to the National Design Specifications for Stress-Grade Lumber and Its Fastenings (latest edition and revisions) and the Design Specifications for Light Metal Plate Connected Wood Trusses, as specified by the Truss Plate Institute which shall be certified to the Owner. 8.2 Trusses shall be shipped and handled according to manufacturer's directions to prevent damage to units. They shall be stored and covered as specified elsewhere in this section. 8.3 Anchor each truss to wall plates. Anchors shall as recommended by the truss structural engineer. Provide all bridging and bracing required for the complete structural assembly. 8.4 Install a continuous header across the ends of trusses and securely fasten to each. 8.5 Provide bridging in continuous rows across the framing members from wall to wall as required to stiffen and strengthen the system. . 16 9. ROOF SHEATHING 9.1 Roof sheathing shall be Exterior Type Douglas Fir plywood; 4' x 8' sheets of the thickness noted; laid perpendicular to the roof slope and nailed to all framing members thereunder. End joints shall be placed on supporting members and staggered up the roof so that the ends of two adjacent panels are not on the same framing member except on ridges or valleys. 9.2 Where framing members are more than 16" o.c. spacing, use metal clips on cross joints of sheathing between the framing members. I O. WALL SHEATHING 10.1 Wall sheathing shall be 1/2" plywood as shown on plans. 10.2 Plywood sheathing may be used on wall comers for bracing; it shall be the same thickness as the adjacent insulating sheathing. 11. A TIIC ACCESS HA'I'CH I1.1Install a hinged attic access hatch in church steeple wall where shown on the drawings. Box perimeter of hatch with plywood 6" deep. Glue insulation to door on attic side. Finish with 5/8" sheet rock and metal edge on tower ceiling. 12. INSULATION 12.lInsulate the exterior walls and attic with mineral fiber (rock wool, fiberglass or equal) blankets or blown-in (attic only) material; Rl9 for walls and R44 for ceiling. 12.2Blanket insulation shall have a vapor-barrier foil membrane on the room side that laps and is stapled onto the face of the wood studs. If non-vapor barrier insulation batts are used then apply a sheet of 4 mil polyethylene over the entire wall and ceiling area and secure in place by nailing or stapling on the interior face of insulated frame. 12.3 Care shall be exercised in placing insulation so that no voids (air pockets or cracks) are left. Where wiring and electrical outlets are in the insulation area, the insulation shall be placed on the exterior side of the outlet or wiring. Take special care around electrical outlet boxes. Tape vapor barrier tightly to outlets and tightly seal all openings with insulating foam. 12.4 Provide ventilation of the attic above insulation with 3" wide continuous soffit vent grille and roof sleeves. All openings shall be screened to exclude insects, birds or rodents. 13. ROOF EDGE FASCIA, TRIM & FLASHING 13.1 Construct roof eaves, overhang and rake as detailed on the Plans. Materials shall be metal faced wood; prime paint all surfaces before installation. 13.2 Install metal flashing over top offascia, rake and trim boards on the roof perimeter as shown. 14. WINDOWS 14.1 Windows shall be aluminum or vinyl clad wood windows manufactured by Marvin Windows ofWarroad MN, Pella Corp of Pella lA, Andersen Corp of Bayport MN, or approved equal, with cladding on all surfaces exposed to the exterior including sills and trim - color to be selected. Windows shall be fixed awning type and double hung as scheduled on Plans and shall complete with insulating glass, hardware, weather-stripping, removable insert screen. anchor and trim. 17 14.2AlI windows scheduled, except the Chancel Special Window, are to be standard sizes and types of the manufacturer. 14.3 Windows are to be cased on the interior with hardwood trim. Insulate all around the frames before installil}g casings. Caulk exterior of frames. 15. WOOD DOORS 15.1 Interior wood doors shall be fIrst grade flush slab type, veneered both sides; edges shall be clear solid material. Furnish fIre labeled doors as required. Type of veneer, core (solid or hollow), door thickness, and glazing shall be as scheduled. Provide cutouts and trim for door inserts. 15.2Doors must be prime coated at mill for designated fInish to protect form damage in handling and storage (scratches, stains, excess moisture, etc. ). 16. MILLWORK & TRIM . 16. 1 Frames and Casings 16.1.1 Wood frames shall be constructed for doors and windows so scheduled and other openings designated to be fInished in wood and cased. The frames shall be of the size and material shown, set square and plumb to dimensions required by fInished openings and secured by nailing to rough framework to sustain application indicated. Door stops shall be milled into the frame or set with wood screws, heads countersunk and fIlled. 16.1.2 All wood frames shall be cased with fInish trim of size, shape and material to match designated doors. Finishing nails should be used in all exposed surfaces of frames and casings with the heads countersunk and the holes fIlled to be concealed in the fInished wood. 16.2Molding and Trim 16.2.1 Provide moldings or trim at all joints, angles, offsets and corners offInish Carpentry and Millwork items, including locations where they adjoin other materials as required to make a complete and fmished installation. 16.2.2 This wood and fInish should match other woodwork in the room. 16.2.3 Molding and trim shall be applied with fInishing nails countersunk and the fIlled to match wood when fInish. 17. SIDING 17.ISiding shall be Masonite "Colorlok" prefmished hardboard lap siding, or approved equal; 8" width installed with 6-3/4" exposure; wood grain texture; factory fInished color to match existing, 15-year limited warranty (provide certifIcate upon completion of installation). Provide color matched aluminum accessories - starter and inside corner strips, door and window head flashing, butt joint and outside corner caps. Install the siding and accessories according to manufacturer's directions for full warranty coverage; touch up as required. Caulk all joints with other materials as recommended. 17.2 Before delivering material to site, provide samples of materials for approval of color match by Owner's Project Manager. 17.3 Install "Colorlok" matching aluminum soffit material and vents as detailed on plans. End of Division 6 18 DMSION 7 MOISTURE PROTECTION ROOFING & SHEET METAL Section 07300 1. SCOPE l.l Roofing work includes all materials, labor, equipment and services required to furnish and install roofing, flashing, gutters and downspouts for complete and guaranteed watertight roofs on this project. 2. GUARANTEE 2.1 The roofing, flashing and sheet metal work shall be guaranteed water and weathertight for a period of two (2) years from the date of acceptance of the building. The Contractor and the installer shall provide the Owner a written guarantee agreeing to repair or replace any damage to the building, contents or the roof resulting from faulty workmanship or materials of the roof installation. . 2.2 Also provide the manufacturer's 40 year Limited Warranty against manufacturing defects and wind damage, applied to labor and material costs. 3. CODES 3.1 Comply with applicable codes and standards and current issue of the Asphalt Institute Handbook for Shingles Roofing and the SMACNA Manual for Roof Metals. 4. FIBERGLASS - ASPHALT SI-llNGLES 4.1 Roofing shingles shall match the existing roof. Before delivering material to site, provide samples of materials for approval by Owner's Project Manager. 4.2 Provide samples for approval of Owner's Project Manager before delivering to site. 4.3 Ridge shingles shall be provided of the same finish material and color as shingles to finish the cap ridge. 4.4 The shingles shall be applied as recommended by the manufacturer over a layer of 30# asphalt felt and Ice and Water Protection. 5. OTHER MATERIALS 5.1 Roofmg felts shall be No. 30 asphalt saturated, composed of an organic felt base. 5.2 Plastic asphalt cement shall be asphalt-solvent blend. 5.3 Roofing nails shall be galvanized steel or aluminum 12 gauge wire with deformed, barbed or threaded shanks, I" long and with 3/8" diameter heads. 5.4 Ice and Water Protection shall be Certainteed Winterguard waterproofing shingle underlayment or approved equal. 6. INSTALLATION 6.1 Provide underlayment for sloping roofing application as follows: The deck shall be covered with a layer of 30# asphalt saturated felt. The application shall begin with two rows of 36" Ice and Water Protection lapped 6". Thereafter lay 36" sheets 30# underlayment, each overlapping the preceding course by 2". Secure the felt to the deck with only enough fasteners to hold in place until the shingle are applied. 19 6.2 A metal drip edge (flashing) made of non-corrodible, non- staining metal shall be used along the eaves and rakes, applied directly to the wood deck at the eaves and over the underlay along the rakes. It shall be designed to allow water running off to drip free of underlying construction. It shall extend back from the edge of the deck not more than 3" and is to be secured with appropriate nails spaced 8" to 10" apart along its inner edge. 6.3 Shingle Applications 6.3.1 A starting course providing double thickness at eave shall be used. Shingles shall project over the edge of the sheathing flashing at eave and rake to form drip. 6.3.2 Nail shingles according to manufacturer's instructions. 6.3.3 Provide at least double coverage at all points. Cutouts and spacing between shingles not in excess of W' may be disregarded in determining double coverage. 6.3.4 Exposure shall be as required for UL Class A label. 6.3.5 Apply ridge cap shingles as recommended by manufacturer. 7. VALLEYS · 7.1 Apply an 36" strip ofIce and Water Protection roll roofing face down on roofmg underlayment centered on the valley; lap splices 12" minimum and cover entire lap area with asphalt plastic cement. Nail in place with roofing nails I" form the edges at 12" o.c. Make sure that all areas of the material lays firmly onto the roof surface. Mop the entire area with asphalt plastic cement and apply a 36" wide strip of the 90# granular roofmg face up and centered on the valley; same splicing and nailing. Color of granular roofing shall match shingles. 7.2 Install shingles to the valley; run chalk line and cut shingles in a straight line for valley to be 4" wide at top and 6" wide at bottom; glue the edges of all shingles to the valley with asphalt cement. 8. FLASHING 8.1 Vent flashing shall be sheetmetal installed, roofed in and sealed watertight. Using 50# or heavier roll roofing, cut and fit a flange around the roof penetration extending out at least 8" all around. Cut and fit finish roofing snug around the item. Similarly flash all items projecting through the roof. 9. EMBEDMENT 9.1 Embed all metals of roof work in a solid bed of caulking for positive watertight seal. 10. GUTTERS & DOWNSPOUTS 10.1 Gutters and downspouts shall be 29 gauge guttering sheetmetal, prefinished with factory applied color coating, "High back" as manufactured by Sheridan Sheet Metal of New Hope, MN. Downspouts to be 3" x 4" corrugated leaders in locations required to drain. Mount gutter onto the roof eave fascia; flash roofing onto gutter. I 0.2Before delivering material to site, provide sample of material for approval of color by Owner's Project Manager. 1O.3Attach downspouts to gutter outlets, elbow and secure to wall with sheetmetal bands and lagscrews; provide turn-out elbow on lower end to drain onto concrete splashblocks. II. ROOF VENT ILl Furnish and install a continuous roof vent along the ridge of the new addition. 20 12. STEEPLE ROOF - INSULATED TRANSLUCENT SKYLIGHT 12.1 Furnish and install a factory prefabricated insulated translucent skylight as shown on the plans. The unit shall be as manufactured by Kalwal Corporation, 1111 Candia Road, Manchester, NH 03109, or approved equal. 12.2 Work included: . Prefabricated insulated translucent skylight sandwich panels . Installation system . Aluminum flaching 12.3 Store panels on the long edge, several inches above the ground, blocked and under cover to prevent warping, in accordance with manufacturer's storage and handling instructions. 12.4 Translucent fiberglass faces shall be manufactured from fiberglass reinforced thermoset resins. Thermoplastic (eg. Polycarbonate, acrylic) faces are not acceptable. . 12.5 The interior face sheet shall be UL listed and have a flamespread rating no greater than 45 and smoke developed no greater than 350 when tested in accordance with UL 723. Bum extent by ASTM 0-635 shall be no greater than I It. Faces shall not deform, deflect or drip when subject to fire or flame; or become detached when subject to 300 degrees F for 25 minutes. 12.6 Panels shall withstand 1200 degrees F fire for minimum one (I) hour without collapse or exterior flaming. 12.7 The full thickness of the exterior panel face shall not change color more than 3.0 Hunter or CIE Units Delta E by ASTM 0-2244 after five (5) years of outdoor South Florida weathering at 5 degrees facing south. 12.8 The exterior face shall have a permanent glass veil erosion barrier embedded integrally to provide maximum long-term resistance to reinforcing fiber exposure. Sacrificial plastic surface films, coatings or veils are not acceptable. 12.9 Faces shall not vary more than +/- 10% in thickness and be uniform in color. 12.10 Skylight panels and aluminum perimeter frame shall be pre-assembled where practical and sealed at the factory. Panels should be shipped to the job site in rugged shipping units and shall be ready for erection. 12.11 Aluminum closure to be supplied with 300 - series SS screws and shall be factory sealed to panels. 12.12 The erector shall erect translucent panel system in strict accordance with approved shop drawings as supplied by manufacturer. End of Division 7 21 DMSION 8 - METAL DOORS, HARDWARE & GLASS METAL CLAD DOORS & FRAMES Section 08100 1. SCOPE 1.1 This section covers the following types of metal doors and framed in locations scheduled and shown on the plans. 2. CODES & STANDARDS 2.1 Doors and frames shall comply with applicable codes and standards for manufacturing, assembly and installation. 3. SUBMITTALS 3.1 Following the award of Contract the Contractor shall submit Shop Drawings of all Metal Doors and Frames to the Project Manager for approval. None of these materials-shall be delivered to the job until the submittals are approved. 4. PRODUCT HANDLING 4.1 Deliver, store, and handle all metal doors in a manner to prevent damage and deterioration. 4.2 Provide packaging such as cardboard or other containers, separators, banding, spreaders, and paper wrappings as required to completely protect all metal doors during transportation and storage. 4.3 Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Project Manager at no additional cost to the Owner. 5. METAL CLAD DOORWAY UNITS - EXTERIOR 5.1 The metal clad doorway units shall be 1-3/4" thick metal clad door in a wood frome with 3 mortise hinges, adjustable threshold and perimeter weatherstrip and shall be fully prepared for lock and exiting hardware scheduled in Section 0870. 5.1.1 The door shall consist of24 gauge steel face panels glued to wood stiles and rails and the interior cavity filled with foamed-in-place polyurethane core forming a complete bond between steel panel and wood perimeter, providing a complete thermal break between metal surfaces, inside and out. 5.1.2 The frame shall be of wood made to fit the door with milled stops, perimeter weatherstrip and threashold. 5.1.3 Door lites shall be provided as scheduled of size and shape showm on plans, consisting of glass frame moldings built into the door and glazed with insulating tempered safety glass. 5.1.4 The door units shall have an insulating value of R-13 installed. 5.2 The door system shall be assembled and installed according to the manufacturer's directions. Set the unit in the rough opening, secure in place square, plumb and true; seal with a high quality latex caulking material and finish with casings and moldings as required. 22 FINISH HARDWARE & SPECIALTIES Section 08700 1. SCOPE 1.1 Furnish and install all finish hardware necessary for a complete and operative job. Hardware shall be mediuni duty type, style and finish as specified. All locks are to be master keyed and keyed in sets, as directed. 2. SUBMITTALS 2.1 Submit itemized schedules for approval arid installation use; list brands, quantities, identification numbers, size and finish. 3. MATERIALS & INSTALLATION 3.1 Furnish and install all finish hardware, including butts, locks and their trim, door bolts, stops, catches, hooks, knobs, escutcheons, plates, etc., for all doors and related work in the Contract, together with all necessary screws. Workmanship shall be of the very best to the satisfaction of the Project Manager. 4. DOORHARDWARE 4.1 Locks shall be furnished of proper back-set and with beveled or rounded faces to suit requirements; also all locks, latches, catches, fasteners, etc., shall be provided with the proper types of strikes. Strikes in all cases shall be made to protect the trim. 4.2 Full size doors shall have the number and size of butts required to permanently support the door. All butts for doors equipped with pneumatic closers are to have at least two ball bearings. Exterior door butts shall be solid brass. All other butts are to be steel, plenished and electroplated unless otherwise scheduled. 5. FINISH & TYPE 5.1 The hardware finish shall be dull bronze or brass; all exposed items in a given area shall have matching finish. 5.2 Locksets shall be Schlage S-Series, Neptune lever style, or approved equal. GLASS & GLAZING Section 08850 1. SCOPE 1.1 Glazing work consists of labor, equipment, materials and services to furnish and install all glass and related items according to the Plans and these Specifications, including replacing broken glass. 2. GLASS SIZES 2.1 All sizes for glass shall be taken from the actual frames of windows and doors. This work requires all glass to be set in place and glazer is fully responsible for correct sizes; sizes noted on the Plans are approximate only. 23 3. MA TERlALS 3.1 Glass is required in all locations scheduled or otherwise indicated on the Plans. Glass types noted shall be as follows: 3.1.1 Window Glass shall be double strength, B quality. 3.1.2 Wire Glass shall be W' polished wire plate glass, Georgian mesh, installed as scheduled in doors and/or windows where fire safety or security are required. 3.1.3 Insulating Glass shall be L.O.F.'s Thermopane or P.P.G.'s Twindow. The units shall be sealed for air, dust and moisture protection. These units shall be set and sealed in frames watertight according to the manufacturer's recommendations. Provide glare- reducing glass for exterior locations. 3.1.4 Tempered Safety Glass as manufactured by L.O.F. shall be used in all doors and windows within 4' of a doorway; glare-reducing type on exterior. 4. INST ALLA nON .. 4.1 Glass shall be set in metal sash with elastic glazing compound and secured with glazing beads or spring slips and face puttied. 4.2 Glass in formed metal or wood frames shall be set with metal clips, sealed with glazing compound and secured in place with finish stops supplied with the frame. 4.3 Finish surfaces of frames, particularly aluminum or wood, must be protected from stain and permanent damage in this operation. Apply protective coating to surface as needed; remove as soon as possible after glazing is complete and clean. 5. CLEANING 5.1 All glazing compounds or paint smeared on glass or adjacent finish shall be removed and all glass areas washed and left in a clean and finished condition. 6. REPLACE BREAKAGE 6.1 Before the building is accepted, any broken glass shall be replaced and the whole turned over in perfect condition. This includes all glass in the area affected by the Addition or the Remodel work. End of Division 8 24 DIVISION 9 - FINISHES GYPSUM DRYWALL & ACOUSTICAL CEILING Section 09250 I. SCOPE 1.1 Provide all labor, materials and equipment to install Gypsum board and fmish for Drywall paneling on walls and/or ceiling as scheduled. 2. DRYWALL MATERIALS - Gypsum paneling and accessories as manufactured by U.S. Gypsum or National Gypsum - Gold Bond 2.1 Gypsum Board. 5/8" Tapered edge Firecode Sheetrock or Firecode Baxboard as required for scheduled finishes to be applied. 48" wide sheet by lengths as required for installation without horizontal joints, except on special provisions. 2.2 Fasteners. Buglehead drywall screws of appropriate size for panel thickness and framing members. 2.3 Metal Trim. For all comers. 2.4 Perf-A- Tape. Joint reinforcement; taping and floating compound. 3. DRYWALL PANELING 3.1 Install gypsum wallboard securely screwed to framing and furring; heads slightly counter-sunk and filled and all joints concealed with joint tape as recommended by the manufacturer. All exposed surfaces are to be prepared for painting or application of other finishes or covering as scheduled. 3.2 Apply Gypsum board with long dimension parallel to, and all joints on, framing members; if horizontal joints are necessary, a stud header shall be installed at the joint. Secure sheets to framing with bugle head screws @ 8" o.c. along edges and 12" o.c. at each interior support driven to a slight depression below sJJJ'face of the board. Other details and special conditions shall be done according to manufacturer's directions. 3.3 Reinforce comers with metal trim; fill, tape and finish joints and fastening areas with Perf-A- Tape materials all in strict compliance with manufacturer's instructions to properly receive the scheduled finishes. Seal partitions to floor, walls and structure to prevent air, smoke, fire or noise passages around or through partition from room to room. 4. DRYWALL CEILING 4.1 Drywall ceiling shall be the same as "DRYWALL PANELING" specified above. Apply drywall panels and finish as required. Provide for electrical and mechanical items in the ceiling; reinforce for lighting and equipment to be installed on ceiling. 5. TEXTURED DRYWALL 5.1 Wall and ceiling texture in the new addition shall be "Knockdown Plaster" finish applied over the smooth finished surface of drywall paneling for a uniform light- texture coating on the entire area, free from irregularities visible at a distance of 5'. Walls in the Remodel area shall be finished smooth; ready for painting. 6. PROTECTION FROM DRYWALL FINISH SPATTER; CLEAN-UP 7.1 The applicator of sheetrock and its finish, including spray texture, shall cover adjacent finish surfaces, equipment and furnishings to fully protect them from 25 soiling or damage in this application (particularly from gypsum dust, joint compound splatter and sprayer rebound) and shall thoroughly clean up the entire area affected by this work when it is done. The cost of repairs, replacement and cleaning required as a result of failure to protect and clean up shall be paid by the applicator. 7. ACOUSTICAL CEILING 7.1 Furnish and install a 24" x 24" x 5/8" suspended ceiling as shown on the plans. The ceiling shall be Armstrong, Celotex, USG Interiors or approved equal. The tiles shall have tegular or beveled edges, white in color. 7.2 The exposed tee system shall be 9/16" and/or 15/16". Install in accordance with suspension system manufacturer's latest printed instructions. Maximum hanger spacing of 4' O. C. and not less than 6" from each end. . FLOORING & BASE Section 09700 1. SCOPE 1.1 Flooring work includes all labor, equipment and services required to furnish and install flooring and base shown on the Plans and specified herein, including preparation of surfaces, cleaning, and finishing work. 2. PREPARATION OF SUBSURFACE 2.1 All surfaces to receive flooring shall be in proper condition and thoroughly prepared for materials to be applied. All irregularities of surface shall be corrected prior to installation of finish materials. The Contractor shall provide a good and true sub- surface for the installation; the installer shall prepare for flooring by correcting minor surface imperfections and cleaning. Application of flooring shall be construed as acceptance of the sub-surface by the installer and he shall replace all work which is damaged or requires removal to correct defects. 3. CARPET MATERIAL ALLOWANCE 3.1 The Contractor shall allow in his bid $22.00 per square yard for the cost of all carpet (direct glue-down; no pad) and installation. Samples and process will be submitted for the Owner's selection during construction and the price will then be adjusted according to the cost of materials selected and installed. Materials must comply with State Fire Marshal's regulations; provide manufacturer's certification of this compliance. 4. CARPET INST ALLA TION 4.1 Materials shall be installed according to accepted practices of good carpet laying for commercial use; direct glue-down with mastic recommended by the carpet manufacturer. Approved fastening devices shall be used around the perimeter of each room for securing carpet in place. Carpeting shall be extended into room offsets and doorways, terminating with a metal threshold under doors, adjoining other kind of flooring. 4.2 Install carpet base throughout. 5. INSTALLATION TEMPERATURES 26 5.1 Maintain 70 degrees F. minimum temperature in rooms for 24 hours before and during laying of carpeting and for 48 hours after installation. Place flooring in rooms at this temperature 24 hours before starting the installation. 6. MAINTENANCE INSTRUCTIONS 6.1 The Contractor shall deliver to the Owner written instructions containing the manufacturer's recommendation for proper care and maintenance of the carpeting. 6.2 Furnish left-over pieces if flooring material to the Owner, in labeled box, for future maintence use. PAINT. VARNISH & CAULKING Section 09900 1. SCOPE 1.1 The wor~of this section consist of painting or varnishing all interior and exterior finish work of this project, except the pre-finished surfaces; caulking. 2. MATERIALS 2.1 Paint, varnish, related materials and application equipment shall be quality products of an established and experienced manufacturer of paint products. Paint shall be Sherwin-Williams, Diamond Vogel, DeVoe & Reynolds, or approved equal. 3. SAMPLES & COLORS 3.1 The Contractor shall submit samples of the products he proposes to use on the project to the Project Manager for approval and selection of colors. 4. WORKMANSHIP 4.1 Painting work shall be done by skilled workman and performed in a workmanlike manner for good results. Paint and varnish shall be brushed on in even coats, without runs, sags or other blemishes. 4.2 Finish woodwork shall have nail holes and imperfections puttied up after the first coat of paint or varnish and shall be sanded smooth (dry) before applying the succeeding coat(s). 4.3 All coats, regardless of the material used, shall be bone dry before application of succeeding coats. 5. PROTECTION OF WORK 5.1 The painter shall furnish and lay drop cloths in all areas where painting is done to protect all items and surfaces from damage during the execution of this work. He shall be responsible for any damage done due to his neglect or carelessness and he shall properly clean and repair same. 5.2 During the process of painting and upon its completion, the work must be carefully protected from dust or other harmful influences. 6. PAINTING REQUIREMENTS 6.1 Back prime all finish woodwork applied to exterior exposure; use primer required for surface finish. 27 6.2 Exterior painting shall not be done when surfaces are wet or during rainy weather; no painting shall be done when temperature is below 50 deg F. 6.3 New materials, sheetrock, wood and steel, shall be painted with a primer and two (2) coats of satin finish, oil base enamel paint. 7. V AR,NISH WORK 7.1 Varnish doors, frames, cabinets and trim with three (3) coat work for selected stain color and finish: 7.1.1 7.1.2 Fill nail holes and imperfections with paste filler colored to match the wood. Sand the entire surface perfectly smooth and clean thoroughly. Apply a filler-sealer coat with color stain as recommended by lacquer manufacturer, wipe for selected appearance and rub smooth with No. 00 steel wool, when dry. Apply second coat of gloss varnish and rub with steel wool. Third and finish coat is to be satin finish. Shelving and framework shall receive 2 coats of penetrating wood sealer. J.:1.3 8. EXPOSED CONCRETE FLOOR FINISH - SEALER 8.1 Concrete Floors - Exposed Finish: Apply 2 coats of clear concrete sealer onto the surface of the concrete floor according to manufacturer's direction for penetrating sealer finish; Sonneborn's Lapidolith, Master Builders Masterplate or Protex Triple Seal. The surface shall be thoroughly cleaned and dry for application of the sealer and the area well ventilated until the sealer is dry. 9. CAULKING 9.1 This work consists of caulking joints and voids in construction and finish work on the exterior and interior of the building to provide a positive barrier against penetration of air and moisture into enclosed areas for energy conservation, moisture protection and good finished appearance of affected elements of the work. 9.2 Caulking shall be a primer less type, non-sagging and quick-drying sealant with high adhesive capacity, color to correspond with materials applied to. 9.3 Clean joints and surfaces to be caulked and make sure that the area to be sealed is dry; apply caulking according to manufacturer's directions for weathertight sealing and good finished appearance. 9.4 Exterior: Caulk the perimeter of all window and door frames to surrounding materials, and thresholds on the concrete slabs. 10. CLEAN UP 10.1 Upon completion of this work the painter shall clean up all areas affected by his operations, remove all of his equipment and dispose of all trash generated by his work such as paint cans and lids, old brushes and covers. 10.2 Remove all paint splatters, etc. from prefinished surfaces, such as hardware, glass and other locations containing foreign paint. 10.3 Partially used containers of paint shall be delivered to the Owner for repair and touch-up use; tightly sealed and clearly marked with color name or number and location applied. End of Division 9 28 DMSION 15 - MECHANICAL FIRE PROTECTION Section 15300 I. SCOPE 1.1 The work involved in this specification and the drawings consists of performing all engineering & certifications and furnishing & installing all labor, material and equipment necessary to install a complete fire sprinkler system, including minor items obviously necessary for a complete and operating installation. 1.2 Automatic sprinkler system shall be designed by the Contractor for light hazard occupancy. Entire system shall be in accordance with NFP A. Design conditions shall be based on a design density of 0.1 GPM per square foot for the most remote 1500 square feet. 1.3 Prior to starting fabrication or installation of the sprinklers system, Contractor shall submit detailed shop drawings, certified by a registered professional engineer, stamped ~ewed by agency having jurisdiction, to Owner's Project Manager for review and approval. At time of completion of work, obtain certificate of inspection and approval from same agency. 1.4 Sprinkler head locations shall be in accordance with locations indicated on reflective ceiling plans, unless specifically approved by the Owner's Project Manager. 1.5 System shall be provided complete with City water supply connection, sprinklers, all piping, fittings, valves, seals, test connections, signs, diagrams, diagrams, etc., required for a complete and operating system. 2. PIPING MATERIAL 2.1 Water service and water in building underground. Piping shall be Ductile iron, A WW A C-I5076, cement mortar lined. Join pipe and fittings with mechanical fittings. 2.1.1 2.1.2 Mechanical joints shall be so designed that they will remain tight under pressure. Pipes shall be carefully pulled together using equipment recommended by the manufacturer. Sterilize water supply piping according to the procedure specified in A WW A publication C60 I-A ..Procedure For Disinfecting Water Mains" and as required by the local authorities. 2.2 Fire sprinkler piping. 2.2.1 3" and larger, black steel, schedule 40, with grooved ends to accept Victaulic, or equal, mechanical couplings, UUFM approved, with Grade ..E" EPDM gasket. Grooved fittings shall be full flow, UUFM rated. 2.2.2 2-1/2" and smaller, black steel, Schedule 40, screwed. Fittings black cast iron, Underwriter approved, 175 lb. Working pressure. 3. SPRINKLER EQUIPMENT 3.1 Sprinkler equipment shall be the products of Central Sprinkler Corporation, Viking Sprinkler Corporation, Grinnell Company Inc., The Automatic Sprinkler Corporation of America, or approved equal manufacturer selected from ..List of Inspected Fire Protection Equipment and Materials" published annually by UL, and shall bear UL approved stamp orlabel. 4. PATCHING AND REPAIR 4.1 Repair existing facilities that are disturbed in the execution of the Work. Restore existing to original undisturbed condition. End of Division 15 29 A Geotechnical Evaluation Report for Holy Cross Lutheran Church . Proposed Addition to Holy Cross Lutheran Church 14085 Pike Lake Trail Prior Lake, Minnesota Project BODX-98-D17 March 12, 1998 Braun Intertec Corporation ..'f~.;."~' ~ ~1[o ~~-~--ll :,).r- r L) . , ( ! II '\ MAR' 6 2(0) I" UU BRAUNSM INTERTEC Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124-8520 612-431-4493 Fox: 431.3084 Engineers and Scientists Serving the Built and Natural Environment~ March 12, 1998 Project BODX-98-017 Holy Cross Lutheran Church c/o Mr. Charlie Vig 14085 Pike Lake Trail Prior Lake, MN 55372 . Dear Mr. Vig: Re: Geotechnical Evaluation, Proposed Addition to the Holy Cross Lutheran Church, 14085 Pike Lake Trail, Prior Lake, Minnesota The geotechnical evaluation you authorized on February 23, 1998, has been completed. The purpose of the evaluation was to obtain subsurface soil and groundwater information to aid in providing recommendations regarding earthwork and foundation design for the proposed addition. The evaluation was completed in general accordance with our confirmation of authorization letter to you dated February 19, 1998. Summary of Results Two standard penetration test borings were completed for the proposed addition. The general soil profile was about 1/2 foot of surficial topsoil fill over 3 to 6 feet of sandy lean clay fill underlain by sandy lean clay and silty sand glacial till to the termination depths of the borings. Groundwater was not observed to the termination depths of the borings while drilling or to cave-in depths of 16 feet immediately after withdrawal of the auger. Based on these groundwater observations and the moisture contents of the samples returned to the laboratory, it is our opinion that groundwater was below the termination depths of the borings at the time of this evaluation. Summary of Recommendations Based on borings, it is our opinion that the surficial topsoil fill and sandy lean clay fill are not directly suitable for building support. We have provided two soil correction options to prepare the site for building support. ,. ----------- .< Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 2 The most conservative approach will be to use an excavationfbackfill approach in the entire building area of the addition. This will entail excavating the topsoil and fill soils down to the natural glacial till soils (till) and backfilling in a controlled manner with debris-free, non- organic mineral soil to the desired grade. A less conservative approach would be to strip topsoil from the entire building pad area, but only remove the underlying sandy lean clay fill soils below footings. With this approach, the floor slab would be supported on the existing clay fill soils. If this approach is used, the footings can either be lowered in elevation to bear on the till or the footing trench excavation can be backfill in a controlled manner up to the planned bottom of footing elevation. With this approach there is some risk of differential settlement to the floor slab which the owner must assume. Using either soil correction approach will allow the addition to be supported by a typical spread footing foundation system. We recommend the foundation be designed for a net allowable bearing pressure up to 2,500 pounds per square foot (pst). General Please refer to the attached report for more detailed summary of our analyses and recommendations. If we can provide additional assistance or observation and testing services during construction, please call Greg Bialon at (612) 431-4493 or Gregg Jandro at (612) 942-4945. Sincerely, $~~~~ Project Engineer Gr~d:j~ Principal Attachment: Geotechnical Evaluation Report gjb/gIj:rlb\9801 7\rpc Table of Contents Description Page A. Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 . 0 0 0 0 0 . 0 . 0 . 0 . . 0 0 0 o. I A.I. Purpose 0 0 . . . 0 . 0 . . 0 . 0 0 0 . . 0 0 0 0 . 0 0 . . . . . 0 . 0 . . . . 0 . 0 0 . . 0 I A.2. Scope 0 0 0 . . _ . . 0 . 0 0 0 0 0 . . . . 0 . 0 0 0 . 0 . 0 . 0 . 0 0 0 0 . 0 0 0 . 0 . 0 0 1 A.3. Documents Provided 0 0 . 0 . . . 0 . . . 0 0 0 0 0 0 0 . 0 0 . . . 0 0 0 0 0 . . 0 0 o. I A.4o Locations and Elevations 0 0 . 0 0 0 0 0 0 0 . 0 0 . 0 . 0 0 0 0 . . 0 0 . 0 0 0 0 0 0 0 1 Bo Results . 0 0 0 0 0 0 0 . . 0 0 . . 0 . . 0 . 0 0 . 0 . 0 . . . 0 . . 0 . 0 0 0 . 0 0 0 0 0 0 0 . 0 0 0 0 0 2 Bo1. Logs 0 0 0 . 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 . . 0 0 . . . 0 . 0 0 0 0 . 0 0 . 0 0 0 o. 2 B.2. Site Conditions 0 0 . . . . 0 . 0 0 0 . . 0 0 0 . 0 0 . 0 0 0 . . 0 0 0 0 0 . . 0 0 0 0 0 . 0 2 B.3. Soils . 0 0 . 0 0 . . 0 0 . 0 . 0 0 0 0 0 0 0 . . 0 0 . . . 0 . . 0 0 . 0 0 0 . 0 . . . . 0 o. 2 B.4. Groundwater 0 0 0 . 0 . . 0 0 0 0 . 0 . 0 0 0 . 0 0 0 0 0 0 . . . . . 0 . . . . . 0 0 0 0 0 3 C. Analyses and Recommendations 0 0 . 0 0 . 0 . 0 0 0 0 . 0 0 0 0 . . . 0 . 0 0 0 . 0 0 0 0 . 0 . 0 3 Co!. Proposed Construction . 0 0 . . . 0 0 . . . . . . . . . . . . . . . . . 0 . . 0 . 0 . .. 3 C.2. Discussion 0 0 . 0 . . . 0 . . 0 . . . . . 0 . . . . . . . 0 . 0 . . 0 . . . . 0 0 . . 0 . 0 3 C.3. Foundation 0.. 0 0 . . 0 0 . . . . 0 . 0 0 . 0 . 0 0 0 . . 0 . 0 0 0 0 0 . . . 0 . . . o. 4 C.3.a. Excavation ... 0 . . . 0 . 0 . . . . 0 . . . . . . . 0 . . . . . . . 0 . 0 . 0 4 C.3.bo Fill . . . . . 0 0 . . . 0 . 0 . . . . 0 0 0 0 . 0 . 0 0 . . 0 . . 0 0 0 . . 0 . .. 5 C.3.c. Bearing Pressure 0.. 0 . 0 0 0 0 0 . 0 . . . . . . . 0 0 0 . . 0 . 0 . 0 .. 5 C.3.d. Settlement 0 0 0 0 . 0 . . . 0 . 0 . 0 . . 0 . 0 0 0 . . 0 0 . . . . . 0 0 0 0 0 5 C.3oe. Exterior Backfill. 0 0 0 . 0 . . 0 0 . . . . . . 0 0 0 0 . 0 0 . 0 0 0 0 . . . 0 6 C.4o Floors .. 0 . . . 0 . . 0 0 . . 0 0 0 . 0 . . . . . . . 0 . . . . . 0 0 . . . 0 . 0 . . 0 0 0 6 C.4.a. Subgrade 0 0 . 0 0 0 . . 0 . 0 0 0 0 0 0 0 . . . 0 0 0 0 0 . 0 . 0 0 . 0 0 0 0 0 6 C.4.b. Vapor Barrier 0 0 0 0 . . 0 . 0 . 0 0 0 0 0 . 0 0 . 0 0 . 0 . 0 0 0 0 0 0 0 o. 6 C.5. Exterior Slabs . 0 . . 0 . 0 . 0 . . . 0 . 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 . . . . 0 0 0 0 0 0 6 C.6. Site Grading and Drainage . 0 . 0 0 . . 0 . 0 0 0 . 0 . . . . 0 . 0 0 0 . 0 0 . . 0 o. 7 D. Construction ... 0 . . 0 . . 0 0 . . . . . . 0 . 0 . . . . . . . 0 0 . . 0 . . 0 . . . . . 0 0 . . .. 7 D .1. Observations . . . . . 0 : 0 . 0 . . . . . . . 0 . . . . . . . . . 0 . . . 0 . . 0 0 0 0 o. 7 Do2. Testing 0..... 0 0 . . . . 0 . 0 . 0 . . 0 . 0 0 0 0 0 . . 0 . 0 0 0 . 0 . . 0 0 0 . .. 7 D.3. Cold Weather . 0 . . 0 . . 0 0 . . . . 0 . . . . . 0 . . 0 0 0 . . 0 0 0 . . 0 . . 0 0 o. 8 E. Procedures . . 0 . 0 0 0 . . . . 0 . . 0 0 . . 0 . . 0 0 . 0 . 0 0 0 . . . 0 0 . 0 0 0 . . . . 0 0 . . . 0 8 E.I. Drilling and Sampling 0.. 0 0 0 . . 0 0 . 0 0 . . 0 . . . . 0 . 0 . 0 0 0 0 0 . 0 0 0 0 8 E.2. Soil Classifications ...... 0 . 0 . . . . 0 0 0 . . . . 0 0 0 0 0 0 . . . . . . 0 . .. 9 E.3. Groundwater Observations 0.. 0 . . 0 . . . . . . . . . . . 0 . . 0 0 . 0 . 0 0 0 . 0 9 Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 4 Table of Contents (continued) Description Page F. General Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 9 F .1. Basis of Recommendations ............................... 9 F.2. Review of Design .................................... 10 F.3. Groundwater Fluctuations ............................... 10 FA. Use of Report ...................................... 10 F.5. Level of Care . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10 Professional Certification Appendix Project Location Sketch Boring Location Sketch Descriptive Terminology Log of Borings ST-l and ST-2 BRAUNSM INTERTEC Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124-8520 612-431-4493 Fox: 431-3084 Engineers and Scientists Serving the Built and Natural Environmen~ A. Introduction A.!. Purpose The purpose of this geotechnical evaluation was to obtain subsurface soil and groundwater information to aid in providing recommendations with regards to site grading and foundation design of the proposed addition. . A.2. Scope The geotechnical evaluation was performed in general' accordance with our confirmation of authorization letter to Mr. Charlie Vig dated February 19, 1998. Two standard penetration test borings to a nominal depth of 20 1/2 feet below existing grade were performed in the proposed addition area. Our services were provided under the terms of our General Conditions dated February 1, 1996. A.3. Documents Provided We were provided with a Boundary and Topographic Survey prepared by Peters, Price and Samson Land Surveyors, Ltd. dated November 11, 1992. This survey showed the original topographic contours of the site. We also received a site plan prepared by MorrisonlWalijarvi Architects, Inc. dated April 15, 1993, last revised June 1, 1993. This site plan shows the original and proposed topographic contours, the existing church and adjacent parking areas. The proposed addition has been hand drawn on this plan. The plan also indicates the finished floor elevation of the existing church as 897.5 feet. A.4. Locations and Elevations The borings were performed at the approximate locations shown on the attached sketch. The locations were referenced to the existing building and the proposed addition corners which t were staked by others. Surface elevations at the boring locations were referenced to the finished floor slab of the existing church, which has an elevation of 897.5 feet. - .. . .....' ,.-..-_.-......Jo:...l...-........__.... Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 2 B. Results B.l. Logs Log of Boring sheets indicating the depths and identifications of the various soil strata, penetration resistances, laboratory test data and groundwater observations are attached. The strata changes were inferred from the changes in the penetration test samples and auger cuttings. The depths shown ac; changes between the strata are only approximate. The changes are likely transitions and the depths of the changes vary between the borings. Geologic origins presented for each stratum on the Log of Boring sheets are based on the soil types, blows per foot, and available common knowledge of the depositional history of the site. Because of the complex glacial and post-glacial depositional environments, geologic origins are frequently difficult to ascertain. A detailed investigation of the geologic history of the site was not performed. B.2. Site Conditions The site is located in the southeast quadrant of County Road 42 and Pike Lake Trail in Prior Lake, Minnesota. The original topographic contours indicate that the existing church was built on a small knob on the property. The area of the proposed addition slopes away from the existing church from existing elevations of about 897 at the church to about 888 in the northeast corner of the addition. Based on the original topographic contours, the original grade in the addition area ranged from about 898 in the southwest corner to a 886 in the northeast corner. A trench has been excavated for a segmental retaining wall to be built east of the proposed addition. The excavation is about 20 feet east of the southeast corner of the addition and about 12 feet east of the northeast addition corner. The bottom of the excavation is at about elevation 883. B.3. Soils The general soil profile found at the soil boring locations was about 1/2 foot of surficial topsoil fill overlying 3 to 6 feet of sandy lean clay fill underlain by sandy lean clay and silty sand to the termination depth of the borings. Holy Cross Lutheran Church Project BODX-98"{)17 March 12, 1998 Page 3 Penetration resistances in the sandy lean clay fill ranged from 4 to 10 blows per foot (BPF) indicating the fill soils had variable amounts of compactive effort when placed. Penetration resistances in the underlying natural sand ranged from 4 to 28 BPF, indicating a very loose to medium dense condition. Penetration resistances in the underlying clay soils ranged from 5 to 14 BPF, indicating a rather soft to stiff condition. B.4. Groundwater . Groundwater was not observed in the boreholes while drilling and sampling. Groundwater was not observed in the borings to a cave-in depth of 16 feet immediately after withdrawal of the auger. Based on these groundwater observations and the moisture contents of the penetration test samples returned to the laboratory, it is our opinion the groundwater at this site was below the termination depths of the borings at the time of this exploration. Seasonal and annual fluctuations of the groundwater level should be anticipated. c. Analyses and Recommendations C.!. Proposed Construction Mr. Vig indicated the addition will be a slab-on-grade, one-story structure with a footprint of about 4,500 square feet. The proposed location is shown on the attached sketch. At the time of this report, specific structural loads were not available. For the basis of this report, we assume the bottom of footing elevations for the perimeter footings would be on the order of 893 feet. We have assumed wall loads will be less then 4 kips (4,000 pounds) per linear foot and individual column loads will be less then SO kips. A finished floor elevation of 897.5 feet is also assumed. C.2. Discussion Based on the borings, there appears to be at least 3 to 6 feet of fill overlying glacial sand and clay deposits in the proposed addition area. At the northeast corner of the addition, it is possible the fill soils extend to elevation 886 based on the old topographic maps. Building on fill entails a risk of potential detrimental settlement occurring to the structure due to unknowns within the fill and its overall consistency. To limit this risk, the conservative approach would be to excavate the fill down to the underlying till and replacing with controlled fill up to proposed floor grade. A less conservative approach would be to excavate below foundation walls and either extend the footings down to the till or place engineered fill ~.. ~ . - Holy Cross Lutheran Church Project BODX-98..o17 March 12, 1998 Page 4 in the excavation to bottom of footing elevation. This less conservative approach would place the floor slab on the existing fill which would entail a limited risk that settlement of the floor slab could occur. The owner must be willing to accept these risks if the floor slab is built on old fill. C.3. Foundation . C.3.a. Excavation. The following table summarizes the depths of the existing fill and anticipated excavation depths at the boring locations to remove the old fill. The depth of the excavations may vary between the borings. The maximum depth of the fill may exceed the depths encountered by the borings especially at the northeast corner of the addition. Also, it typical to excavate 1/2 to I foot deeper then the minimum necessary to clean the bottom of the excavations. The footing design and elevations should also be chosen so that the new retaining walls at the northeast corner will not be within 1 foot horizontal to I foot vertical from the addition footings. Approximate Anticipated Approximate Boring Surface Elevation Depth of Fill Excavatio~ Depth Excavation Elevation Number (feet) (feet) (feet) (feet) I ST-I I 896.3 I 3 I 3 I 893 I ST-2 895.5 6 6 889 1/2 In addition to the excavation depth, the excavation should be oversized to provide lateral stability to the building's foundations. If the excavationlbackfill approach is used, we recommend the excavation be oversized 1 foot for each foot of fill placed below footings. If the soil correction will only be done below footings and the footings are placed on controlled fill, we recommend the footing trenches be oversized on each side of the foundations. Care should be ta}cen when filing over existing slopes that are steeper than 5: 1 (horizontal to vertical). We recommend benches be excavated into the natural soils of existing slopes that are steeper than 5:1 prior to fill placement. The "stair step" shaped benches are d'-- ........;____._-.. .._....~ ~ .:.. ___.,...._u-..... --.," - ~~.~-.- . '........... _~___ '~&IIoU',,,,,,,,-4.. ,"-, Holy Cross Lutheran Church Project BODX-98-o17 March 12, 1998 Page 5 recommended to key the fill into existing slopes and reduce the risk of fill instability. Benches should be a minimum of 10 feet wide. Once the benches are cut, the near surface soils should be bladed and compacted to disrupt any sand lenses which could weep moisture out onto the slope face. C.3.b. Fin. We recommend fill be debris-free, non-organic mineral soil, which should be placed in thin lifts and be uniformly compacted to a minimum of 97 percent of standard . Proctor density (ASTM D 698). We recommend fills have moisture contents within 3 percent of optimum. The existing fill which is predominately sandy lean clay is judged to be suitable for reuse as structural fill. However, clay soils tend to be wet of optimum and may require moisture conditioning to lower their moisture contents in order to obtain the required densities. Fill placed on the east end of the proposed addition should begin at the bottom of the slope where a level surface can be established. Fill that originates on a slope should be properly "keyed" into the slope. The "key" should consist of a level bench excavated to a convenient width for the equipment being used. . C.3.c. Bearing Pressure. If the footings are dropped to bear on the till or if the fill has been placed as recommended above, it is our opinion that the footings can be designed for a net allowable bearing pressure of up to 2,500 psf (pounds per square foot). C.3.d. Settlement. We anticipate total and differential settlement of the foundations will be less than 3/4 inch under the assumed loads. Buildings similar to the proposed building can generally tolerate settlement of this magnitude. Because settlement of the existing building has already occurred, differential settlement up to 3/4 inch could occur between the proposed addition and the existing building. We recommend either (1) installing expansion joints between the proposed addition and the existing building to accommodate this movement or (2) dowelling the new foundations to the existing foundations to distribute the differential settlement. If the floor slab is supported on the existing fill soils, there is an additional limited risk of differential floor slab settlement. ..~ 1.C::.___ ---~ - - ->-- - ~_..-.._--- ..... . ...~.... ". "'. ~ .!, ,-~ - -~.. _.._,,~.~._............... ~ Holy Cross Lutheran Church Project BODX-98-017 March 12, 1998 Page 6 C.3.e. Exterior Backfill. We recommend the backfill placed on the exterior sides of the foundations walls be compacted to a minimum of 90 percent of standard Proctor density. Beneath steps, slabs and pavements, it should be compacted to a minimum of 95 percent. Backfill should be brought up uniformly on both sides of the foundation walls to minimi?:e displacement of the foundation walls. C.4. Floors . C.4.a. Subgrade. A decision should be made (see Section C.2., "Discussion"), either during design or construction whether to remove the existing fill from beneath the proposed floor or leave it in place. If the existing fill is removed, refer to Section C.3.a., "Excavation", for our recommendations. If the existing fill is left in place, the topsoil should be removed and the exposed surface soil should be compacted with a minimum of ten passes of a self-propelled, vibratory compactor. Surface compacting of the surficial fill soils will aid in providing a more uniform sub grade for slab support. To provide a leveling base for the slab and reduce capillary rise of ground moisture, we recommend a 6-inch layer of clean sand be used directly beneath the slab. The clean sand should have less then 60 percent passing the number 40 sieve and less then 10 percent fines passing the number 200 sieve. C.4.b. Vapor Barrier. If floor coverings less permeable than the concrete slab will be used, we recommend that a vapor barrier be placed beneath the slab. Some contractors prefer to bury the vapor barrier beneath a layer of sand to reduce curling and shrinkage, but this practice risks trapping water between the slab and vapor barrier. C.s. Exterior Slabs Lean clays and silty sands are frost-susceptible soils. If these soils become saturated and freeze, 1 to 2 inches of heave may occur. This heave can be a nuisance for slabs or steps in front of doors and at other critical grade areas. One way to reduce this heave is to remove the frost-susceptible soils down to bottom~f-footing level and replace them with nonfrost- susceptible sand or sandy gravel. Sand or sandy gravel with less than 5 percent of the particles by weight passing a number 200 sieve is nonfrost-susceptible. If this option is chosen, we recommend a drain pipe be installed to remove any water that may collect in the sand or sandy gravel. The bottom of the excavation should be graded so .... ~- ...........r -----------' Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 7 water flows to the center where it can be collected by the pipe and drained to a storm sewer, another drain pipe, or a water collector system for discharge. An alternative method of reducing frost heave is to place a minimum of 2 inches of extruded polystyrene foam insulation beneath the slabs and extending about 4 feet beyond the slabs. The insulation will reduce frost penetration into the underlying subgrade and thereby reduce heave. Six to 12 inches of granular material is generally placed over the insulation to protect it during construction. .. A third alternative for reducing frost heave is to support the steps or slabs on frost-depth footings. A void space of at least 4 inches should be provided between the bottoms of the steps/slabs and frost-susceptible soils to allow the soils to heave without affecting the steps/slabs. C.6. Site Grading and Drainage We recommend that the site be graded to provide a positive run-off away from the proposed structure. We recommend that landscaped areas be sloped.a minimum of 6 inches within 10 feet of the building and that slabs be sloped a minimum of 2 inches. In addition, we recommend gutters and downspouts with long splash blocks or extensions. D. Construction D.l. Observations We recommend that all excavation, footing, slab and pavement subgrades be observed by a geotechnical engineer or a geotechnical engineering technician under the direction of a geotechnical engineer to evaluate if the subgrade soils are similar to those encountered by the borings, adequate to support the proposed construction and adequately oversized. These observations should be conducted prior to placing backfills, fills or forms for footings. D.2. Testing We recommend density tests of backfills and fills placed beneath footings, slabs and pavements. We also recommend density testing of the compacted pavement sub grade and gravel base course. Samples of proposed backfill and fill materials should be submitted to our ....~-- Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 8 testing laboratory at least three days prior to placement for evaluation of their suitability and determination of the optimum moisture content and maximum dry density. We recommend at least one density test for every 100 cubic yards of fill placed beneath the building with at least one test for every 2 feet of fIll placed. D.3. Cold Weather .. If site grading and construction is anticipated during cold weather, we recommend that good winter construction practices be observed. All snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on soils which have frozen or contain frozen material. No frozen soils should be used as fill. Concrete delivered to the site should meet the temperature requirements of ASTM C 94. Concrete should not be placed upon frozen soils or soils which contain frozen material. Concrete should be protected from freezing until the necessary strength is attained. Frost should not be permitted to penetrate below footings bearing on frost-susceptible soil since such freezing could heave and crack the footings and/or foundation walls. E. Procedures E.1. Drilling and Sampling We performed the penetration test borings on February 24, 1998, with a flotation-tired drill rig equipped with 3 1/4-inch inside diameter hollow-stem auger. Sampling for the borings was conducted in general accordance with ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils." Using this method, the borehole was advanced with the hollow-stem auger to the desired test depth. A 140-pound hammer falling 30 inches was then used to drive the standard 2-inch split-barrel sampler a total penetration of 1 1/2 feet below the tip of the hollow-stem auger. The blows for the last foot of penetration were recorded and are an index of soil strength characteristics. Samples were taken at 2 1/2-foot vertical intervals to the 15-foot depth and then at 5-foot intervals to the termination depths of the borings. A representative portion of each sample was then sealed in a glass jar capped with a lid. ............---- . .~..-.-.. Holy Cross Lutheran Church Project BODX-98-o17 March 12, 1998 Page 9 E.2. Soil Classifications Soils encountered in the borings were visually and manually classified in the field by the crew chief in accordance with ASTM D 2487, "Classification of Soils for Engineering Purposes, " and ASTM D 2488, "Description and Identification of Soils (Visual-Manual Procedure)." A summary of ASTM D 2487 is attached. All samples were then returned to our laboratory for review of the field classifications by a geotechnical engineer. Repr.esentative samples will remain in our Apple Valley office for a period of 60 days to be available for your . examination. E.3. Groundwater Observations Immediately after taking the final samples in the bottoms of the borings, the holes were probed. through the hollow-stem auger to check for the presence of groundwater. Immediately after withdrawal of the auger, the holes were again probed and the depths to water or cave-ins were noted. The borings were then immediately backfilled. F. General Recommendations F.!. Basis of Recommendations The analyses and recommendations submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated on the attached sketch. Often, variations occur between these borings, the nature and extent of which do not become evident until additional exploration or construction is conducted. A reevaluation of the recommendations in this report should be made after performing on-site observations during construction to note the characteristics. of any variations. The variations may result in additional foundation costs, and it is suggested that a contingency be provided for this purpose. It is recommended that we be retained to perform the observation and testing program for the site preparation phase of this project. This will allow correlation of the soil conditions encountered during construction to the soil borings, and will provide continuity of professional responsibility. ~~,. '.dlo' ...... -'~',". _-__..v.,-.....'_ .....:.::. _,.-'""_....._""'_~...__........___-_.. """. Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 10 F.2. Review of Design This report is based on the design of the proposed structure as related to us for preparation of this report. It is recommended that we be retained to review the geotechnical aspects of the designs and specifications. With the review, we will evaluate whether any changes in design have affected the validity of the recommendations, and whether our recommendations have been correctly interpreted and implemented in the design and specifications. F.3. Groundwater Fluctuations We made water level observations in the borings at the times and under the conditions stated on the boring logs. These data were interpreted in the text of this report. The period of observation was relatively short, and fluctuation in the groundwater level may occur due to rainfall, flooding, irrigation, spring thaw, drainage, and other seasonal and annual factors not evident at the time the observations were made. Design drawings and specifications and construction planning should recognize the possibility of fluctuations. F .4. Use of Report This report is for the exclusive use of Holy Cross Lutheran Church and their consultants to use to design the proposed structure and prepare construction documents. In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this report. The data, analyses and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. F.5. Level of Care Services performed by Braun Intertec Corporation personnel for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, expressed or implied, is made. -.~ Professional Certification: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. , ~~~E~ Project Engineer Registration Number: 240 17 ~- Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 11 Mag 14.00 Wed Mar 04 14:25 1998 Scale 1 :15,625 (at center) 1000 Feet 500 Metera c::::::=o Secondary SR, Road, Hwy Ramp <<=:::::) Slate Route . Point of Interest :::::~::::;}Z:~ Population Center Bm Lake, Ocean, Large River .,f. ~ BRAUN- INTERTEC ~- ~~ ~- -'A~' ,; '. .:,,;,'..........;,..... '. '_." . . Existing Church FFE = 897.5 ~ Denotes approximate lo.cation of Standard penetration test boring . Boring Location Sketch Proposed Addition HOly.Cfdss [utheran Church Prior Lake, Minnesota 1IIIl;..-t.: ---- - -' ST-2 Proposed Addition ST-1 ORAWN BY: AI'!"O BY: JOB No. OWG.Ho. SCALE - .- t. Descriptive Terminology ~~r~ Standard D 2487 . 93 Classification of Soils for Engineering Purposes (Unified Soil Classiication System) ~.for A......... Group SymbaI. and L.lI . Group ~ UsIng lAbaratary T_' ,= ............ Na_ · .Iii era..... CI_ GrawA. C ~4_1~C ~3' GW 1NetkJra- gr.-' JJ. r.Acn tNIn SO" d less tNIn 5" _ . C c 4 .nd/or 1 > C > 3' GP POllI1y 9'8- 'Tavel c:a.w_ lU ..._ an era.... wIlh ,.... n... clasSIfy as Ml or MH GM Sib ...._ '... r No.4_ r.Acn lhan 12% lines' F.... clasSIfy as a or CH GC C""'" en....'... ",N a..n Sanda C ~6.nI11~C ~3' SW 1NetkJra- sand' j~ s.... SO"ormantof less lhan 5" lInas ' C c 6 .nd/or 1 > C > 3 . SP Poao1y 'T8dod sand' I __an pa... Sanda with ,.... F_ clasSIfy as Ml or MH SM ISlWS8nd..... No. 4_ r.Acn_12"_' FInes clasSIfy . a or CH Clayey Mnd..... SC .IIJ IftlII9lIIlIC PI > 7 .nd _ on or .aw. . A' nneJ Cl leandav.... Jlj SIlls and a.ys Plc4or__"A-n..j Ml Si..... U...... ..... OrganiC cIIIy ...... ] 1.. Ieu_ so "'9- u......_.__ cO.75 Ol u..,... ImII . .... - Organic ". ...... .I~ PI pm on or ._ . A- I.. CH F.cllly.... tll~ SIb and Clays InarganlC PI pm __ . A' line MH ElMllcll..... !~ u...... ..... 50 or mare u~_.""""drled cO.75 OH Organic cIIIy ..... "'9- u_ ImII. .... dried OrgBnIc II' ....... HlohIY Om_ Soils 1'11_'" om_ ma_. dlIrtlln color. and om.nIc odor PT Pe. L .-...._1IMIIIl9..3....(7S-1_. .. 11_...,..____.. _.. -. _ "__.. bau-.... -.' .,__. .. GI_ _ Ii "12" _'......_'..-: GW-GM ~9_wifl'" GWG: -'-9__clay GP-GM ~ 11'_ 98- wifl iii GP<< _lygr8dod9--"" d. Sands _ Ii., 12" _.--. _'"ym_ SWoSM -'___0;1 SW.SC -.__wifl..., SP.SM ~II'_ ,.nd_ III SP-SC _ly9-_-clay .. C,-Doo/D.. C.-~ 0....0. r. rtoll_~15"____sand""9__ ,. If_dnSIfyasa-Ml, __symbalGC-GM.. SCSM. .. 11_ _.~ _ _..genIC""" "9_-. i. If........._ ~ 15" 9-. _ .- 9......, 9_-. j. If -"'9 _ pial'" _ _.. .... Is . Cl.Mt. .11y clay. t. IlsalI_ 1510 29'lo plus No. 200. .dd'_ sand".. "wifl grawI.' __ Is Ill-. I. II toll........ ~ 30" .... No. 200. ",--....y....... _ 'sandy' ., 9ouP- ... r _ _ ~ 3m. pili No. 200. ",_ly 9..... - '9""'" ., _P ........ n. Pla4 _p.........._ .A.I..... o. PI c 4.. pIals _ 'A' n. p. PI pIals ... .. ._ . A' .... q. PI plols _ 'A' n. 60 ,. ........""'- 01 -..._ ____-.-01 SO -- ~ =="af';~..::U.2S.5. 1iC 40 __.73111.201 . " .5 30 ~ u i 20 " A: [...- '" ". lint: _..1101610....7. __.11111-81 MH or OH 10 16 20 30 60 70 80 100 110 90 40 50 Uquid Umit (U) Laboratory Tests DO we MC Ii Pl PI P200 OC S SG C o qu qp Organic content. % Percenlofsanuation.% SpecifIC gravity Cohesion. pst Angle ollntemal friction Unconfined compressive strength. pst Pocket penelromeler strength. 1St Dry density. pet Wet density. pet Natural moisture content. % Liquid limit. % Pl8Sllc limit. % Plasticity Index. % % passing ZOO sieve _. - - Particle Size Identification Boulders ............................011. 12" Cobbles .............................3" to 1 2" Gravel Coarse ........................... 3/4"lO 3" Fine ............................... No.4 lO 3/4" Sand Coarse ........................... No.4 lO No.1 0 Medium .......................... No. 10 lO No. 40 Fine ............................... No. 40 lO No. 200 Silt .................................... No. 200 lO .005 mm Clay ..................................Iess !han .005 mm Relative Density of Cohesionl... Soils very loose loose meclium dense dense very dense Oto4BPF 5 lO 10 BPF 11 lO 30 BPF 31 to 50 BPF over 50 BPF Consistency of Cohesive SoU. very soft ............................0 lO 1 BPF soft ................................... 2 to 3 BPF rather soft .......................... 4 to 5 BPF meclium .............................6 10 8 BPF rather stiff .......................... 9 to 12 BPF stiff ................................... 13 lO 16 BPF very stiff .............................17 lO 30 BPF hard .................................. over 30 BPF Drilling Note. Standard penelrallon test borings were advanced by 3 1/4" or 6 1 / 4" 10 hollow-stem augers unless noted other. wise. Jelling water was used 10 clean out auger prior 10 sampling only where indicated on logs. Standard penelratlon test borings are designated by the prefix "ST" (Split Tube). Power auger borings were advanced by 4" or 6" diameter. conlinuous-tlight. solid-stem augers. Soil classlflcations and strata depths were inferred from diswrbed samples augered to the surface and are. therefore. somewhat approximate. Power auger borings are designated by the prefix "B". Hand auger borings were advanced manuaUy with all /Z" diameter auger and were limited 10 the depch from which the auger could be manual!y' withdrawn. Hand auger.borings are Indicated by the pn!tlx H". Sampling: All samples were taken with the standard 2" 00 spIit-tube sampler. except where noted. TW Indicates thin. walled (undistUrbed) wbe sample. BPF: Numbers indK:ate blows (l!r foot recorded in standard penelratJon leSt. also known as N" value. The sampler was Se! 6" inlO undistUrbed soil below the holJow.slem auger. Driving resistances were then counted tor second and third 6- Incremems and added 10 gel BPF. Where they dllfered significantly. they are reported in the following form: 2/12 for the second and third 6" incremems. respeClively. WH: WH IndicaleS the sampler penelrated soU under weight of hammer and rods alone; driving not required. WR: WR indlcaleS the sampler peneU'ated soil under weight of rods alone: hammer weight and driving not required. Note: All tesls were run in general accordance with appli. cable ASTM standards. BRAUNSM INTERTEC Rev. 2/97 .' PRomer: BODX-98-017 GEOTECHNICAL EVALUATION Proposed Addition Holy Cross Lutheran Church Prior Lake, Minnesota 889.3 7.0 SM ..... Sll.TY SAND, fine- to medium-grained, ';.: . ". brown, moist, very loose to loose. -:.: .... (Glacial Till) ;.: . .... .,: ". :.: . .... .:.: .:;., 884.3 12.0 .,: ". CL LEAN CLAY, with layers of Silty Sand, brown, wet, rather soft. 882.3 14.0 (Glacial Till) SM .... SILTY SAND, fine- to medium-grained, ....: . ..... brown, wet, loose. .:-: . ..... (Glacial Till) .....: . ..... .:.: .' . .0: .' . .:.: . .' . 877.3 19.0 CL SANDY LEAN CLAY, with Gravel, brown, 5.8 20.5 wet, medium. (Glacial Till) END OF BORING Water not observed while drilling. Water not observed to cave-in depth of 16 feet immediately after withdrawal of the auger. Boring then backfilled. Elev. 896.3 893.3 :...:. _ifill __.~._ ASTM Depth D2487 0.0 Symbol Description of Materials (ASTM D2488) Fll.L: Lean Clay with Sand, black, wet. (Topsoil/Fill) FILL: Sandy Lean Clay, with a trace of Gravel, brown, wet. SANDY LEAN CLAY, with a trace of Gravel, brown, wet, medium. (Glacial Till) 3.0 CL LOG OF BORING BORING: ST -1 LOCATION: See attached sketch. DATE: 2124/98 SCALE: 1" = 4' BPF WL Tests or Notes Benchmark: Surface elevations at the boring locations were referenced to the finished floor slab of the existing church, elevation = 897.6. MC = 16 % 10 7 6 4 5 7 7 , , \ PROJECf: BODX-98-{)17 GEOTECHNICAL EVALUATION Proposed Addition Holy Cross Lutheran Church Prior Lake, Minnesota Elev. 895.5 ASTM Depth D2487 0.0 Symbol 889.5 6.0 CL 881.5 14.0 Description of Materials (ASTM D2488) I Ij. FILL: Sandy Lean Clay. black, wet. (T opsoillFill) FILL: Sandy Lean Clay, with a trace of Gravel and Fibers, and layers of dark brown Lean Clay with Sand, brown, wet. , II 1,1,1 1,1,1, 1,1,1 1,1111 1,1,1 1,1,1 1,1,1, 1,1,1 1,1,11 1,1,1 1,1,1, 1,1,1, 1,1,11 1,1,1 1.1.1 i ~;~; . LOG OF BORING BORING: ST-2 LOCATION: See attached sketch. DATE: 2124/98 SANDY LEAN CLAY, with a trace of Gravel, brown, wet, rather stiff to stiff. (Glacial Till) BPF. WL SCALE: 1" = 4' Tests or Notes 8 MC = 19% 4 11 13 14 SM ';,:' SILTY SAND, fine- to medium-grained, with :,~,:: Gravel, brown, moist, medium dense. ,',' (Glacial Till) " , " , 0.: " . .... ,. , . .: .... 5.0 20.5 " . .... " . ", .... o .::-: ~ .... END OF BORING Water not observed while drilling. Water not observed to cave-in depth of 16 feet immediately after withdrawal of the auger. Boring then backfilled. 20 28 . .' . ... Note: Trees indicated on this drawing were located as required by the City of Prior Lake Tree Preservation Ordinance. Significant trees removed for construction of the proposed dwelling amount to approximately 11% of the timber on the site thus no replacement or restitution is required. Dated this ,rA day 6&~}4/3el'< , 1997 ~f~ N 90000'E 263.88 ~ N'-O VO 6 ~ 0 1'1)0 en ~ ... 0/\ ~o.....o ~'tbo -"~O' " '" ~ II ;( 6'~PI.e f... J'MA.PI.t Yo 7" NApa ------ ~c\.-~ lQ/1.J) ./ C\ ~~ ~ lJ/~ ~ _ ___ FbU;/D/tTIP;/ roO] ~SS~ _____ I?e.v/sep 9/tz/'lJ ~~'O_ ~ ~ ~----- ~ ..----- Note: ... Embassy Circle is a private gravel situated in Lot 10, MAPLE HILL. Lot totaly encumbered by a drainage and easement dedicated to the public ir of Maple Hill. Lot 10 is owned by t Hill Homes Association. Prepared for I hereby cert was prepared and that I am under the law Jame~ Date lI. CERTIFICATE OF SURVEY KEVIN & BARB LILLAND ~.- t . ~ , 'f SCALE o "'10 . o ~ ~-8 !J ...: 0 rt)O (/) . ( 908. f) [909.9J )t'~"""""+4!l'<i"" ..../.......... ~ '.il.k;b7~..}("~'iJ;~il'IiiI~~-'ill!lt. "i:it.."""'1dli!;>,,c, ~............,.,._..., .-~ ~";.""-."- -,-,,,.,, ".,."'. . ,'.;'. ;~-~. \ ) / ~ 9.~~~t,~li!l,gt,~j~i~t.~~!,,:~f~:t~,~,i;;~ ., PRO ERTY DESCRIPTION if " fj'...... ." . '.M"hi"'~';',lJ...' ,.r:~i6~~ .. ':" Ii. II " I I.. ~ " .." ~. N IN FEET $0 60 90 120 iron monument set, see note iron monument found existing spot elevation proposed ~levation Lot MAP acc Sco 2, Block 1, E aILL, rding to the recorded t County, Minnesota plat thereof, l~,1.J) I. ~ -r" .,"{' I , I' I. i Propof:1 top of foundation 9tJ8, ~.3 R1,,;I~p;./ R;OTI"RI}Ir Propol:) lowest floor 900. 0 R..wlfIl/f.P 9/IZ/f1/,Lt>. Propol:) floor 9IJB 0 garage \ ,~1 , , I ~ privAte gravel driv~way )0 '::MAR"" Illt.L. Lot 10 1S J by. ~ ~'l,nage and utility :~ ~ tq~p\l.blic in the plAt ijt';10 i,,- c:;>W!\~d by tt)e Haple l,.t:ion · of iron monument located at S.E. corner of this property. vat ion 912.67 N.G.V.D. :; r. -, ! , ! I .>Jt~)'."~bY certify tf\at ~n~.. 8urv.)', ~l,an or t:.pott Was pupared by M 01: U~'1: I1Y db'(!ct superv1,1oq. aOd t~t I am ~ d~l)' a"l.teredLand SUfVeyor un4.r the laW8 of the it te of Minne.Q~., . Jalll, Date Reg. No. 7095 BOERHA VE LAND SURVEYING, INC. 14243 Mltoka Circle N.!. Prior Lake, Minnesota "3U 612-445-9154