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CAS-32_THE GODDARD SCHOOLLocation Map The Goddard School City of Chanhassen Planning Case No. 04-32 (W 78th St) Subject Property �a go��e�a State Hwy 51 w 771 m C O m LL � Chan a S, s I c A 'i■ :ice � 0 no ME ME A 10 December 10, 2004 Fred Riese 9154 Sunnyvale Dr. MY l OF Chanhassen, MN 55317 WHN13 ilr James Stutzman 7700 Market Boulevard Broad Ripple Design Assoc. LLC PO Box 147 660 East 62nd St. Chanhassen, MN 55317 Indianapolis, IN 46226 Administration Phone: 952.227.1100 Jeremy Pumper Fax: 952.227.1110 Diversified Const. Building Inspections 7010 Highway 7 Phone: 952.227.1190 St. Louis Park, MN 55426 Fax: 952.227.1190 Engineering Re: Plan review for: Phon: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone, 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhasseo.mn.us The Goddard School 7805 Great Plains Blvd. Chanhassen, MN 55317 The plan review for the above named building is complete to the extent possible. The plans have been reviewed by the Building Inspection Division, Fire Marshal, and Planning Department. Inspection Division review does not include plumbing or mechanical review. Fire Marshal review does not include fire sprinkler review. The plans were reviewed for conformance to the 2003 Minnesota State Building Code, which adopts the 2000 International Building Code, by reference. Below are comments and corrections related to the plan review. Building Inspection Division 1) Submit fire sprinkler plans — signed by MN Fire Protection Engineer or NICET level 4 designer. 2) Submit Minnesota Energy Code exterior envelope energy calculations. MEC 7676.0600. 3) Submit the lighting power budget requirement checklist for the interior and exterior. MEC 7676.1300. 4) Submit kitchen equipment schedule. 5) Detail 4 on sheet A0.3 refers to details 1, 2 and 3 on sheet S2.1. Sheet S2.1 is not in this plan set. Submit these structural details by structural engineer of record. 6) Canopy structural design and header/lintel schedule to be by structural engineer of record. Submit revised plan. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. December 10, 2004 Page 2 7) Submit structural engineer's roof truss design, approved by structural engineer of record, and design for connection of roof trusses to bearing members and walls. This design to consider any loads or stresses imposed by dormers and/or mechanical mezzanine. (Note: 2 copies of this design required, one to be submitted to this office, another to be on site prior to roof structure framing and inspection.) 8) Detail 4 sheet A0.2. Provide frost protection (min. 42") for this footing (Minnesota winter build conditions) as delineated in IBC 1805.2 or by acceptable, alternative means as specified by structural engineer of record. Submit revised plan. 9) Detail 5 sheet A0.3 indicates there are interior shear walls by the notation: "plywood shear wall see plan for locations", no such locations are shown on plan. Locations of interior shear walls required, submit revised plan. 10) Submit hardware schedule. 11) Submit revised restroom plans (with elevations and all pertinent dimensions) providing compliance with MSBC Chapter 1341 (Accessibility). Please note, all restrooms (child (see MSBC 1341.0448, Subpart 7) and adult) must meet accessibility requirements. MSBC Chapter 1341.0448-1341.0460 and Figures 28 and 29. 12) Detail 9 sheet Al. 1. Provide minimum, accessible, maneuvering clearances at doors as required per MSBC 1341.0442. Submit revised plan. 13) Address numbers (12", readily visible, contrasting color) required, verify location with fire marshal. (See also, fire marshal's comment - #32) Please note: Revised plans, addendums, letters, or other instruments of documentation will be required from the appropriate design professional for any changes to the approved plan. Fire Marshal's Office Fire Marhsal, contact Mark Littfm, 952-227-1151. Fire Inspector, contact Ed Coppersmith, 952-227-1152. Fire Protection Systems: 14) Submit sprinkler plans and a permit application for the installation of the fire sprinkler system. Chanhassen Fire Department Policy #40-1995. 15) Submit fire alarm plans and permit application. Chanhassen Fire Department Policy #01-1990. a. Attic smoke detectors not allowed. b. One manual pull station required, to be located in the office or reception area, with tamper protection. r December 10, 2004 Page 3 16) Please refer to the City/Fire Department Policy on the installation of the water service for fire protection systems. Chanhassen Fire Department Policy #34- 1993,#36-1994. 17) Fire extinguisher locations are shown on sheet Al.1 of the approved plans. All extinguishers shall be a minimum of 4A60BC in size. Triangular location signage required. Minnesota Uniform Fire Code 1997 Section 1002.1. 18) Please refer to the Fire Department Policy on the installation of fire hydrants. Chanhassen Fire Department Policy #47-1998. 19) Please note that the post indicator valve shutting the water supply off to the building will need a tamper protection that will need to be monitored by the fire alarm system Chanhassen Fire Department/Fire Prevention Division Policy #40-1995. 20) A UL 72 Certificate will need to be completed for the fire sprinkler and or fire alarm monitoring prior to occupancy. Chanhassen Fire Department Policy #01-1991, #40- 1995. Fire Department Signage: 21) Please refer to sheet Utility Plan for exact location of the fire lane and signage. Chanhassen Fire Department Policy #06-1991. 22) Please label applicable rooms/ doors with the signage: "Sprinkler Riser Room" "Electrical Panels" "Mech. Mezzanine Access" " Fire Alarm Panel' "Mechanical Room — No Interior Access" Minnesota Uniform Fire Code 1997 Section 1001.8 Exiting: 22) Please refer to sheet A E2.1, the exit signage and emergency lighting is acceptable as shown. Minnesota Uniform Fire Code Section 1211.1, 1212.2 Miscellaneous Fire Department Requirements: 23) The Chanhassen Fire Department requires that a pre plan be submitted prior to the Certificate of Occupancy. The pre plan must be posted in the building at a location specified by the Fire Marshal or Fire Inspector and a copy submitted to the Fire Marshals Office. Please refer to the policy for the requirements. Chanhassen Fire Department Policy #07-1991. 24) A lock box must be added to the building for fire department access. A master key.for the building must be submitted to the Fire Marshal to be placed in the lock box. Call the Fire Marshal for specifications and/or ordering information. 25) Furniture flammability must meet regulations as described in Minnesota Statute 299 F.844 and shall have a label indicating it meets the requirements of California Bureau of Home Furnishings Technical Bulletin 133 [MN. Rules 7510.55501. December 10, 2004 Page 4 26) Dumpsters must be outside of the building and a minimum of five feet from combustible walls or openings. Minnesota State Fire Code Section 304.3.3. 27) Twelve inch address numbers required, location to be determined by fire marshal. For copies of the Fire Department Policies on the web please go to www.ci.chanhassen.mn.us/FDPrev Lhtm Planning Department, contact Sharmin Al Jaff, 952-227-1134 No comments at this time. Please note, Planning Department approval is required for permit issuance. Engineering Department, contact Matt Saam at 952-227-1164 or Mahmoud Sweidan at 952-227-1165. 28) Obtain, and submit copies of, all regulatory agency permits including but not limited to the MPCA and Watershed District. Please note, Engineering Department approval is required for permit issuance. le December 10, 2004 Page 5 Building Inspection Division items #14 and #10-13 are approved as deferred submittals and must be submitted through the architect or engineer of record in accordance with MSBC 1300.0130. These items must not be installed until submittal items have been reviewed and approved by the city. All other items must be corrected or addressed as requested before the associated permits will be issued. Other issues may arise which will also require your attention. Changes made by issuing revised plan sheets must have the revision clouded and the revision date shown. Submit three copies of only those sheets being revised, one with the original signature of the design professional. Changes to the plans by addenda, bulletin or similar methods must also be submitted in the same fashion. Please call if you have any questions, 952-227-1196. Please note, S.A.C., Park & Trail and Sewer/Water hook-up fees will increase January 1, 2005. i 1rwr / .1.�. _ Building Inspector cc: Steve Torell, Building Official *'Sha f+-00F�VwlBetnior'PI anner' Building file: 7805 Great Plains Blvd. g:\safetyVimp\bid-rew%7805greatpla blvd.dw .I1 133HG 31111 n� - jrn O A = "> mm y �a Q > MID 2J N V VO' rs O = � Q 0 O /� Q M °n rn = O 3 m CD bwOW YmRG0116wY 1004 ] pjq"D Ii iWln 3110 t 31VA 3xio QW LGC IGA tllz ilVi23MI; eft 31V1G'ufl ME VeV V pSmi sG3ip1V�3YLi Sgp]y 1}%y1S qC 31Ti'inv'NL6 N AOI �� uNOd) '?G IS]LL,G OtlV W?J iwb1N07-1Vb3F3z3 I I IH d wave allGla mz azvas aiarA 3GAN yz zlvas'uq bTJlN iii* e4 gins ii* m � 1�Iis 1S LGY11V !R @IisYES S9b11V liLS urve.,m 1,«�3 anverm : I1V d :1 11H :bey-1� num sMaasu wbvw IG3 S3Yq$Ix 11lVb Ax111A11 I Ci M'le b3wa Eli uvagvq b3Slb iiM1 Ire LIVINVq b3iIM Li1A5 16 S9Viia 9b9(fie IG w+b Kqb sAlanb Ile 4iYgNx rµ Bi SlIVt30 JVNI I IN xVb bJOb T'.w 1w lI lu NVb V1VaS Wng IOIV - NViI i}(Ilila 16V M'/U w.NIe b(Dl1 14{'pb baaen baoa Slrvlil lKVll111gOO LV CLV s3Ninx nlw+n 1 blW I!v IIV,e 9ult9a a31xld3b I'A/ M'le y'Ob IGV 96',lx� 1 9yaILVA313 b7R9L11 CIV 9UI1Vnjl3 b.'Tniytl IV ro11035 .bfNVJ LGv rolliT�adMVJ •Fv 4glxs 1 iw,a 3e4 Tlvn fLv 91T1iT•TMI LSV roli>3S SWYO 9blalfp IGv S101vn3t31byli mCbVi9 Ctv 4UIlVn313 }glil31X3 1 LV IIVL 6Wtl I IV SSv1i0 9nulvbe 7I15 lids IGC NV1A A16(Vb! iOOb li SNOnO3iro11V1lOe CIC Silas i SNvb rouvoroe I'IS V1 le SF 41TN SwiwVb m g 311E C� w ZZLW 5111 3113 f0 wVb JgLLiULPtl ills 1 cJ IIVb u19N IGO slnlia ronum IgSOaa CO wvle 1oa11go IIo1GwB1 so NVb Al1als h If/ 3 a44 1GJ uwbAwisxa1 n A3npT 31l'i 1111 OIIV1 Viw11V Ila Li15 Tl, Ell X30NI 9NIMVbfJ 1 CLOVINOO 0-70bd I dVW VBNV I lzdc ad�a l�arodd vlv3nnlnGn u3lna+ilil�,.x ��, 33nmxn•cca •1. ualan•--I�"��°^"`•^:�''�'� G31n3am rv. xivcu w^Isao aa..l sGuar -... ,6w ma..l 13wGi ww r�mam wuxc V sivro v O'a •.1 '31'vx Ch V L AIIbJJV 13)M- 1191,53b �IV134 ' aaaYw an 1Gbim biieA wow m Iglanc SSVT V 4'Yi lJ Sbmle Mj yitllVJ YFW i1BV1 >el AQ ®11i1Yj1 v Gsvn sAun3.m lln ane s3Viaw � ov G v ttin 1 _I >TM wivala baaen baoa asagm wavN9 salv3eev 9vlia IQiM ,v �„ , D-/VI� Q � w 1336: SilYllp. bHiN YVLiO L3LvoI9G .4.ilvlsFab m1Vn 1LM ECF VWl 3,BVL AI hb a31Vb iQl 3bla MgIbLTJ SlOB6u5 37N3b3d3b acuga�r7 y�s�7 �E�1,urlPn� GLI 3WdOlaAHG QOOH'O AUVa 2I0d O O � � .1 u piupl)ol) QaEuAI A �1�1S J�ll� �,�vwwns l�sro�d l v SSVYJ '3tu s«n137 ma3nC'l llxln V sivro iV19W113J TL4VN V L AIIbJJV 13)M- 1191,53b V -3111 bNb ,L1N SSVT V 4'Yi lJ Sbmle Mj yitllVJ YFW i1BV1 >el AQ ®11i1Yj1 v Gsvn sAun3.m lln ane s3Viaw � ov G v ttin s36me aiminl rwz Iwv bo loci an A xeo rAi.c oil w misn SA1181 Aaxv-9 u3M 4 9rxZv,9 „v Sv3bv glpabvzw w all0 mara3a ,m12vy L1iM .4.ilvlsFab m1Vn 1LM ECF VWl 3,BVL AI hb a31Vb iQl 3bla MgIbLTJ m04•aal S3'Jw W CCGHAI 3,Cv1 xl b3e S31abI w plan LmG1ig0 11\3 N iMVliq ,3nvb1 If1U%VII liiJ MI ♦ L -IMI 318V1 Ol 3.MV1Sq %VMI a30GV)m Siu13 LI ICSM 3 l xl ZIQ saa3 C 'Liw3 w b3dllb w6b3! b3i 131 "i5 aC i " IVNJLLVlVl3 90ibie KI oculi w • nWIWI SGI CCCGWI 3 L xl bid 9+OLY3a 6SC OVO1 llrvdCJ>O w?LV1Mf1 }X99M WN lA9Ki VtgflJ le SF 41TN . 39.,Ib iCc aql Ol o1 -GG iiYd} ,bois as 3D 4741 2 a1,IIObe ibJis 30 1M19 3q 9tlity xl yp131 Algll; a3w1,V OOGSC v3bv MY 13113Ce 3bKpG IGOS a311Mbde 3GV3b?II 1V IOOc V31,V V3nV iiabq 13y 3bHOi LGCG @ V)bV 3sVs 13ie 3bN'pC WG'b vb 'V]bV AIYI1fq M131Gis i6t'N4ei J1iV oV NV ,9 a31i310be i, CCGC6 aBl is ainf aW 1131s,s bblYllbei ')AI 1Q mLLW3e wll?VI19V) INY - 8-n 3e11 XI '3eA1 wll?91190) Gi1119 l 3iM 1W - Jg119 341 lMtlI1VTg3 - 3J Jil 'a�CldlmO sw61 3Tb ,Hue 341 S19tq w bJ1 SRunm3 - (VaVI iw ALLIIgViq N1M 9NAbyV W W lW VI iw C3WlgViq .1. 4MIb3iV 6181 9 Sis AIwI11T0') bn 15N1v31 bry IIbH1 a'J wlavrnl9b - gm Va/1 66a 9 Sii FMLVIIaBn 1 sbwllgwJ an a7 "1V IViw - K4 vyl 6661 991us nOLL0313a SaeT1HVOIM Fbbl 9 SLs iH,YbaIG 3bu !D w IVTIVL Y - GI V! 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THE GODDRRD SCHOOLS R+ i i 9 l; + r �a4 I rn3 FOR EARLY CHILDHOOD DEVELOPMENT t �� ^ 'm �bes� rg 8000 PROTOTYPE a >� 9 9p t t g ' f i t 3' STREET ADDRESSRG CITY, STATE 33 M r - L LIJ 33 33.00 ji O W JU01 S007453RE 95.68 OLD VILLAGE HALL N007453OW 356.61 124.47 N E. line of the West 66.00 - feet of the NW 114 of the NE 114 of Sec. IJ ... . ... 40.73 68.51 199.14 10 13 13 A /7 OUTLOT B (Sca 40 N N �z Ut'llty Easement t6 l I ti a U G I to L jtdt,0,1 110 [�NDD74 '53"W 129.30 N0074 53"W 10J.94 I ... . ... N0074'53"W 93.73 - - - - - - - -- - - - - / -Drainage & Utility Easement cz, Drainage & Utility Easement '1453"W 32Z81 - - NOD J 0 S007453 80.28 r - - - - - 9F 6 rads) d;) 132.00 - - - - - - - - - - - --- - - - - - - - - _ - - - - - - - - - -7 282.49 i - r . ;�x 10• 82.50 (5 rods) 148.50 (9 rods) (a It 24750 (15 rods) t 0. (\�\\,e ol 4 If I / , 9 of 0 560. ok W line of the MW 5. 0 114 of the NE 114 of Sec. IJ czo:� PP PP Q 11� % % BLOCK I 11 n H / / // I \ % N 4) F7 41, / Nn 132.00 fine parallel to the P center section line LOT I 132.00 to /�/ // k\� 10 t 4'530E S001 115.50 82.50 (5 rods) 132 00 - - - . - - 7Z ... r- - - 150.00 S.E. camer- of Parcel E,,, N. E. comer of Parcel F 33 IBEING LUo 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT -0F -WAY LINES, AND BEING 5FEET IN 4) :Zcz WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT S411 81 LINES, AS SHOWN ON THE PLAT Z � I _�12 IQQ . - - 7Z ... r- - - 150.00 S.E. camer- of Parcel E,,, N. E. comer of Parcel F ...-N.W comer Ui 0 Parcel F of L - - - - - - - - - - - - - - - - - - - - line parallel to 150.00 the E. line of 114 Sec. 86.96 188.00 40 33 \ - J S0074530E 188.00 S0014'53*E 351-00 2 V, 100 196.00 21.50 it 9 OUTLOT A 65 '5 0 0 CL LU 20 :tR INK z _0 1W OARo. C; ........ I pg at A J LII1 rN > S0074'536E 3249 31.50 denotes PK nail found O denotes PK no# set denotes iron monument found denotes 112 Inch x 14 Inch Iron pipe marked thus:/<. 3 4 U0,70 4006 that will be set within one year after recording this plot, or sooner, as specified by the ovemIng unit. approving local q BEARING NO TF - The North line of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, Carver r County, ear Minnesota, Is assumed to b NSM 7*W I L -I DRAINAGEAND UTILITY EASEMENTS ARE SHOWN THUS: (Nil 1-5 I I 5---4 t IBEING LUo 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT -0F -WAY LINES, AND BEING 5FEET IN 4) :Zcz WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT S411 81 LINES, AS SHOWN ON THE PLAT Z � I _�12 IQQ LU (n 0 .W Zia ...-N.W comer Ui 0 Parcel F of L - - - - - - - - - - - - - - - - - - - - line parallel to 150.00 the E. line of 114 Sec. 86.96 188.00 40 33 \ - J S0074530E 188.00 S0014'53*E 351-00 2 V, 100 196.00 21.50 it 9 OUTLOT A 65 '5 0 0 CL LU 20 :tR INK z _0 1W OARo. C; ........ I pg at A J LII1 rN > S0074'536E 3249 31.50 denotes PK nail found O denotes PK no# set denotes iron monument found denotes 112 Inch x 14 Inch Iron pipe marked thus:/<. 3 4 U0,70 4006 that will be set within one year after recording this plot, or sooner, as specified by the ovemIng unit. approving local q BEARING NO TF - The North line of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, Carver r County, ear Minnesota, Is assumed to b NSM 7*W I L -I DRAINAGEAND UTILITY EASEMENTS ARE SHOWN THUS: (Nil 1-5 I I 5---4 t TTo MWIATES Engineers and Land Surveyors, Inc. IBEING ox 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT -0F -WAY LINES, AND BEING 5FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT S411 81 LINES, AS SHOWN ON THE PLAT Z � I TTo MWIATES Engineers and Land Surveyors, Inc. KNOW ALL MEN BY THESE PRESENTS: That the Economic Development Authority in and for the City of Chanhassen, a public body corporate and politic under the lows of the State of Minnesota, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: A) That port of the West 66.00 feet of the Northwest Quarter of the Northeast Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota that lies Northerly of the Northerly right-of-woy line of the former Chicago, Milwaukee, St. Poul and Pacific Railroad. AND: B) Commencing at a post 15 rods South of the Northeast corner of the Northwest Quarter of Section 13, Township 116 North, Range 23 West; running thence South 5 rods to a post; thence West 8 rods to a post; thence North 5 rods to a post; thence East 8 rods to the place of beginning. Situated in the Northeast Quarter of the Northwest Quarter of Section 13, Township 116 North, Range 23 West; AND: B) The North 21.50 feet of the following described property, to -wit: (2nd port) Commencing at a point 20 rods South of the Northeast corner of the Northwest Quarter of Section 13, Township 116 North, Range 23 West; thence running West 8 rods; thence South at right angles to the last line, to the North line of the right of way of the Hastings & Dakota Division of the Chicago, Milwaukee & St. Paul Railway Company, thence Easterly along said North line of said right of way to a point where the North and South centerline of said Section 13 strikes said North line of said right of way of said Railway Compon}; thence North on said centerline to the place of beginning. Situated in the Northeast Quarter of the Northwest Quarter of Section 13, Township 116 North, Range 23 West. AND: C) The West 35.00 feet front and rear of the following described properly. Commencing 6700 feet West of the Northeast corner of the Northwest Quarter of Section 13, Township 116, Range 23; thence running South parallel to the section line 132.00 feet to o post; thence West 65.00 feet,. :hence North parallel with the first mentioned line 132.00 feet to a post; thence .'_.;st 65.00 feet to the place of beginning. AND: D) That port of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116 North, Range 23 West described as follows, to wit: Commencing at the Northeast corner of the Northwest Oucrter of Section 13, Township 116, Range 23,- thence West along the North line of Section 13, 97.00 feet; thence South parallel to the center section line 132.00 feet; thence East to the quarter section line; thence North along the quarter section line to the place of beginning. AND: E) All that part of the following described property Commencing at a point eight rods West from the Northeast corner of the Northwest Quarter of Section 13, Township 115, Range 23, thence South two rods to the line of the public rood and the starting point of the description of the fond herein described; thence running West on the South line of said rood 60.00 feet; thence South parallel with the East line of said quarter section 150.00 feet to a post; thence East 60.00 feet to a post; thence North 150.00 feet to the place of beginning; situated in the Northeast Quarter of the Northwest Quarter of Section 13. AND: F) All that port of the following described property. Commencing at a point, said point being the Northeast corner of the Northwest Quarter of Section 13, Township 116, Range 23; running thence West on the North Section line of Section 13, Township and Range aforesaid, a distance of 252.00 feet; thence due South a distance of 188.00 feet to a point; thence due East o distance of 60.00 feet to a point which is the point of beginning of the land herein to be described; thence due South a distance of 195.00 feet to a point; thence due East a distance of 60.00 feet to a point; thence due North a distance of 196.00 feet to a point; thence due West a distance of 60.00 feet to the place of beginning. Said tract being in the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23 West. OLD VILLAGE HALL AND: G) A tract situated in the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, described as follows: Beginning at the Southwest corner of Parcel E hereinbefore described; thence Southerly 5.00 feet more or less to the Northwest corner of Parcel F hereinbefore described; thence Easterly 60.00 feet more or less along the Northerly line of Parcel F to the Northeast corner of said Parcel F; thence Northerly 5.00 feet more or less to the Southeast corner of said Parcel E; thence Westerly 60.00 feet more or less along the Southerly line of said Parcel E to the point of beginning. As recorded in Deed Book 160, Page 88, Carver County Recorder, Carver County, Minnesota. AND. H) Commencing at o point on the Quarter line 6 rods South of the Quarter stoke in North line of Section 13, Township 116, Range 23; thence South on the said Quarter line 9 rods to a point; thence West at right angles to said lost described line 8 rods; thence North parallel with said first described line 9 rods; thence East 8 rods to place of beginning. EXCEPTING, however, that portion of the above legal which was deeded into the chain of title of Parcel 2 in Book 14 of Deeds, page 347 which legal is as follows, to wit: Commencing at o point 99.00 feet South of the Northeast corner post of the Northwest Quarter of Section 13, Township 116, Range 23, thence running South on the middle line of said Section 13, 33.00 feet to a post; thence running West 6700 feet to o post; thence North parallel with said first line, 33.00 feet; thence East 6700 feet to place of beginning. Has caused the some to be surveyed and plotted as OLD VILLAGE HALL and does hereby donate and dedicate to the public for public use forever the street, boulevard and the easements as shown on this plot for drainage and utility purposes only. In witness whereof said Economic Development Authority in and for the City of Chanhassen hos caused these presents to be signed by its chairman and executive director this --_____ day of ------------------ 20 --- CITY OF CHANHASSEN -------------------- Thomas A. Furlong, Chairman STATE OF MINNESOTA COUNTY OF ----------- ----------------------- Todd Gerhardt, Executive Director The foregoing instrument was acknowledged before me this ---_____ day of ------------------------, 20 ------- by Thomas A. Furlong, Chairman, and Todd Gerhardt, Executive Director, of the Economic Development Authority in and for the City of Chanhassen, o public body corporate and politic, on behalf of the corporation. ----------------------------------------- Notary Public________________County, Minnesota My Commission Expires: _____________________ I hereby certify that I hove surveyed and plotted the property described on this plot as OLD VILLAGE HALL; that the plot is a correct representation of the survey, that all distances ore correctly shown on the plot in feet and hundredths of a foot; that all monuments hove been or will be correctly placed in the ground as shown within one year after recording, or sooner, as specified by the approving local government unit; that the outside boundary lines are correctly designated on the plat and that there ore no wet lands as defined in Minnesota Statutes Section 505.02, Subd. 1 to be designated other than as shown. Edward J Otto, Land Surveyor Minnesota License Number 14343 STATE OF MINNESOTA COUNTY OF ------. The foregoing instrumen' was acknowledged before me this _-_---_ day of ---------------------, 20--___, by Edward J. Otto, Land Surveyor, Minnesota License Number 14343. ---------------------------------------- Notary Public, _________________ County, Minnesoto My Commission Expires: -------------------- COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Lows of 1971, this plat has been approved this _-____ day of---------------•----• 20 ---- John E. Freemyer, Carver County Surveyor CHANHASSEN, MINNESOTA This plot of OLD VILLAGE HALL was approved and accepted by the City Council of the City of Chanhassen, Minnesoio, at a regular meeting held this ----_ day of ----------------. 20---__, and is in compliance with the provisions of Minnesota Statutes, I Section 505. 03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute, 505.02, Subd. 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ---------------- ---------------- -------------------------- Thomas A. Furlong, Mo1cr Todd Gerhardt, City Manager COUNTY AUDITOR, Corve•County, Minnesota I hereby certify that there ore no delinquent taxes for all years prior to -------- for land described on this plot and transfer entered. Dated this ----_- day of --------------, Mark Lundgren, Carver County Auditor us 20----_. COUNTY TREASURER, Carver County, Minnesota I hereby certify that the taxes payable for the year 20_____ for land described on this plot as OLD VILLAGE HALL hove been paid on this _------ day of ------------------, 20-----. Tom Kerber, Carver County Treasurer By. COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of OLD VILLAGE HALL was filed this ------ day of 20-----, at - - - - - - - o'clock --.M. as Document No. Carl W. Hanson Jr., County Recorder i By-------- WTTO SSOCIATES Engineers and Land Surveyors, Inc. ,�)l I t t l l Uf L /) J GHANHA55EN, MINNE50TA BUILDING GODE5 AI LOWED: NOT REQUIRED FOR GROUP E BY IBG 8032.2 BUILDING CODES: GHANHA55EN COMMERCIAL BUILDING RULES AND REGULATIONS 2004 INTERNATIONAL BUILDING CODE (IBC 2000) 2000 MINNESOTA AMMENDMENT5 TO IBC 2003 (SECTION 1305) 2003 MINNESOTA PLUMBING CODE (SECTION 4115) 2004 INTERNATIONAL MECHANICAL CODE (IMG 2000) 2000 MINNESOTA AMMENDMENTS TO IMG 2000 (SECTION 1346) 2004 INTERNATIONAL FUEL GA5 CODE (IFGG 2000) 2000 MINNESOTA AMMENDMENT5 TO IFGG 2000 2004 NFPA 13 - INSTALLATION OF FIRE SPRINKLER SYSTEMS 2002 NFPA YO - NATIONAL ELECTRICAL CODE (NEC 2002) 2000 MINNESOTA AMENDMENTS TO NEC 2002 (SECTION 1315) 2003 NFPA 72 - NATIONAL FIRE ALARM CODE 2002 NFPA qOA - INSTALLATION OF AIR GONDITIONING 4 VENTILATING SYSTEMS 2002 NFPA cIOB - INSTALLATION OF WARM AIR HEATING 4 AIR CONDITIONING SYSTEMS 2002 NFPA 101 - 2000 LIFE SAFETY CODE 2000 MINNESOTA ENERGY CODE (5EGTION 7676) 2001 MINNESOTA ACCESSIBILITY CODE (ADAAG): (SECTION 1341) 2003 ICG/ANSI AI17.1-1118 ACCESSIBLE 4 USABLE BUILDIN65 IggB AMERICANS WITH DISABILITIES ACT (ADA) lggl AMERICANS WITH DISABILITIES ACT (ADA) FACILITIES FOR CHILDREN'S USE FINAL RULE IggB MINNESOTA LIGEN5ING OF DAY CARE FACILITIES CHAPTER 8502 Igg5 MINNESOTA CHILD CARE CENTER REGULATIONS CHAPTER g503 IggB OCCUPANCY: IBG GROUP E - EDUCATIONAL USE GROUP- DAY CARE FACILITY IBC 308.5.2 i00 FEET MAXIMUM TRAVEL DISTANCE CONSTRUCTION TYPE: IBG TYPE V -B - ANY CONSTRUCTION PERMITTED BY IBC, 44 INCHES PER IBC 1004.3.22; EXCEPTIONS SPRINKLER SYSTEM: AI LOWED: NOT REQUIRED FOR GROUP E BY IBG 8032.2 PROVIDED: FULLY PROTECTED BY AN SITE PLAN 63.1 AUTOMATIC SPRINKLER 5Y5TEM BUILDING AREA: IBC, TABLE 503 ALLOWS 41,500 SQUARE FEET BASE 8,068 5.F. GROSS BUILDING AREA LIGHTING PLAN AREA. INCREASES PERMITTED BY IBC SECTION 50(b 3,038 5.F. NET CLASSROOM AREA C62 PERMIT A TOTAL OF 45,125 SQUARE FEET ALLONED LLI BUILDING HEIGHT: IBC TABLE 503 ALLON5 I STORY AND 40 FEET 1 STORY PROVIDED. HEIGHT 15 51.2 PLUS AN INCREASE OF I STORY AND 20 FEET 33-3" FROM GRADE TO HIGHEST ROOF FRAM Na PLAN PER IBG 5042 PORTION OF ROOF PER IBC 502.1 OCCUPANT LOAD: IBG TABLE 1003.22.2 134 CHILDREN PLUS 16 STAFF = EXTERIOR ELEVATIONS EDUCATIONAL - DAY CARE ® 20 N5F PER PE 50N 150 PERSONS S74ri 5t µ 5,038 / 20 = 252 PERSONS ALLOWABLE. A3.2 NUMBER OF EXITS: BUILDING: 2 EXITS PER IBC TABLE 10042.1 2 PRIMARY BUILDING EXITS PROVIDED feh4fli9 iSYifl GLA55ROOM5: I EXIT PER 15G TABLE 10042.1 2 ADDITIONAL EXITS PROVIDED FOR EACH CANOPY SECTION A4,1 �,Li65ROOM (I OUTDOOR; I GOR RIDOR) Adf $4$ INTERIOR ELEVAT ONS 4 5EGTIONS Tr)':AL OF 11 DIRECT OUTDOOR EXITS MAX. EXIT DISTANCE 250 FEET PER IBC TABLE 10042.4 WITH SPRINKLER i00 FEET MAXIMUM TRAVEL DISTANCE CORRIDOR WIDTH: 44 INCHES PER IBC 1004.3.22; EXCEPTIONS 60 INCHES PROVIDED - CRIB E6RE55 AND �. NOS. 4 4 5 DO NOT APPLY BECAUSE CORRIDOR CLASSROOM E6RE55E5 PROVIDED WITH DIRECT Ag.1 E6RE52 CAPACITY DOES NOT EXCEED 100 PE50N5 OUTDOOR EGRE55 WITHOUT NEED TO USE CORRIDOR CORRIDOR FIRE CORRIDOR FIRE RE5I5TANCE RATING NOT REQUIRED CORRIDOR WALL5 NOT FIRE RATED RE51STANGE: PER IBC 1004.32.1; EXCEPTION NO. I M3.1 SAFETY GLAZING: REQUIRED ONLY IN HAZARDOUS AREAS ALL GLAZING 15 SAFETY GLAZING �. ©akom CPY LISTED IN IBC 2406.2 MEETING 6P5G 16 GFR 1201 OR AN51 Zg7.1 INTERIOR FINISHES: GLA55 B AND G FIN15HE-5 PERMITTED THROUGHOUT FRP WALL COVERINGS: GLASS A , 6ap^e^'"`-•'� PER IBG TABLE 803.4 CARPET FOR FLOORS: GLA55 A 1-I&HT NG PI_.AN 4 :"CHEDULE 5 E3.1 VINYL FLOOR TILE: GLASS A RESILIENT SHEETfLOORING GLASS A ACOUSTIC, GEILING TILE: CLA55 A SIZE OF PARCEL: 1.24 ACRE5 (54,223.6 50. FT) VINYL COVERED CEILING TILE: GLA-% A SITE COVERED BY BUILDING: 14.ci% 51TE COVERED BY IMPERVIOUS SURFACE: 62.2% 517E COVERED BY PARKING AREA: 41.4% PARKING 5PAGE5 REQUIRED: 30-35 SPACES PARKING SPACES PROVIDED INCLUDING H.G.: 48 5PAGE5 REFERENGE 5YMBOL5 I AI.I INDICATES DETAIL NUMBER AI•I INDICATES SHEET IN AI.I WHICH DETAIL APPEARS ELEVATION REFERENCE f� ^1 DETAIL REFERENCE J ALI SECTION CUT SEGT ION AI.I SCALE: L6" = 1'-0" OFFICE om 5EGTION REFERENCE ROOM NAME 4 NUMBER 100 EL. - 100'-O" T.O. FINISHED FLOOR DOOR NUMBER ELEVATION MARK O Ek- KNDOW NUMBER FIXNRE NUMBER It ViALL TYPE PROJEGT SUMMARY GHANHASSEN 6ODDARD 78TH STREET & GREAT PLAINS BLVD. LOT I, BLOCK I, OLD VILLAGE HALL GHANHASSEN/ MINNESOTA 80OO SQ. FT. School FOR EARLY CHII,DHOOD, DEVELOPMENT Quality That Last Lifetime PROJEGT DIRECTORY AREA MAP EXISTING CONDITIONS 4 REMOVALS 62.1 SITE PLAN 63.1 EROSION CONTROL 4 GRADING PLAN C4.1 g , G5.1 LIGHTING PLAN / 51TE DETAILS C62 SITE DETAILS LLI LAN05GAPE PLAN a� tBmBfK�i{ 51.2 FOUNDATION 5E6TION5 52.€ ROOF FRAM Na PLAN 53.1 STEEL ST r/ FRAMING DETAILS AI.i FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A2.2 o S74ri 5t µ BUILDING GRO55 SECTION A3.2 WALL SECTIONS A3.3 w feh4fli9 iSYifl 6ANOF= ( .SECTION A3.5 CANOPY SECTION A4,1 t}ianoM1h�m 4, ohm 4, Adf $4$ INTERIOR ELEVAT ONS 4 5EGTIONS A5.1 ROOF PLAN 4 ROOF DETAILS 'ab.l a It eaf h ATI DOOR 4 NINDON 5,HEDUL_S �t s94at. �. AS. ROOM 4 FLOOR FINISH PLAN Ag.1 FIXTURE PLAN AIO.I BUILDING DATA PLAN V. HVA(, FLOOR PLAN �'ffiiif4R:iV HVAC DETAIL5 M3.1 HVAC, 5GHEDJLE5 PLI PLI MBIN6 FLOOR R -AN �. ©akom CPY PLUMBING DETAILS ?3.1 Roth S s NA5-11 RI5FR DIAGRAM , 6ap^e^'"`-•'� PROJEGT GONTAGT5 BUILDING OWNER: FRED RIE5E D/B/A THE 60DDARD SCHOOL 41154 SUNNYVALE DRIVE CHANHA55EN, MINNESOTA 35317 0152) 210 250q FRANGH15OR: ANDY MARTIN 600DARD SYSTEMS INC. SUITE 210 1016 NEST cITH AVENUE KING OF PRU551A, PENNSYLVANIA 11406 (610) 265 8510 DRAWING INDEX i TLI TITLE SHEET 61.1 EXISTING CONDITIONS 4 REMOVALS 62.1 SITE PLAN 63.1 EROSION CONTROL 4 GRADING PLAN C4.1 UTILITY PLAN G5.1 LIGHTING PLAN 66.1 51TE DETAILS C62 SITE DETAILS LLI LAN05GAPE PLAN 51. FCuRilAiON PLAN 4 MOTES 51.2 FOUNDATION 5E6TION5 52.€ ROOF FRAM Na PLAN 53.1 STEEL ST r/ FRAMING DETAILS AI.i FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A2.2 ENLARGED ENTRY ELEVATIONS A3.1 BUILDING GRO55 SECTION A3.2 WALL SECTIONS A3.3 NALL T`'PE PLAN 4 SECTIONS A,-,3,-4 6ANOF= ( .SECTION A3.5 CANOPY SECTION A4,1 IN'iERIOR ELEVATIONS A4.2 INTERIOR ELEVAT ONS 4 5EGTIONS A5.1 ROOF PLAN 4 ROOF DETAILS 'ab.l V.EZZANINE FLOOR 4 REFLECTED CEILING PLANS ATI DOOR 4 NINDON 5,HEDUL_S AT2 DOOR 4 WINDOW DETAILS AS. ROOM 4 FLOOR FINISH PLAN Ag.1 FIXTURE PLAN AIO.I BUILDING DATA PLAN V. HVA(, FLOOR PLAN M2.1 HVAC DETAIL5 M3.1 HVAC, 5GHEDJLE5 PLI PLI MBIN6 FLOOR R -AN '2.1 PLUMBING DETAILS ?3.1 SUPPLY RISER DIAGRAM P4.1 NA5-11 RI5FR DIAGRAM POKER PLAN 12.1 1-I&HT NG PI_.AN 4 :"CHEDULE 5 E3.1 ALARM 5Y51 EMS PLAN DE5IGNER: JAMES 5TUTZMAN BROAD RIPPLE DESIGN A550G. LLG 660 EAST 62ND STREET INDIANAPOLIS, INDIANA 46226 (317) 251 0533 CIVIL ENGINEER: CITY OF CHANHASSEN RECEIVED SEP 0 3 2004 CHANHASSEN PLANNING DEPT DOUG LITTERER JOHN OLIVER 4 ASSOCIATES, ING. 201 WE5TTRAVELERS TRAIL, SUITE 200 BURNSVILLE, MINNESOTA 55337 (4152) 8q4 3045 GOPYRI6FfT ! ON ERSAPP OF DOLUhENT5 516RATLRE DATE 09D52004 PRO -ECT NO. 04014 GAD REFERENCE NO. AITOCAD 2005 PLOT RE ERENGE NO. NONE DRAP06 SCALE SEE DRAWM6 =7TTITLE D- V 1 W N O O O ,J < W Q O V Q z < < j J o 7 W � �z " O � Q I� < z <�n LU_ O �< 7 - SHEET TITLE TITLE SHEET SHEET NRI93ER 0 i o STORM MH MN S_ TA TE_ H W Y. N 0 . 101 EE=974.90 -- -- _ 44 4a 44 44 4a as — — -- WE S T 78TH S TREE T EX 42" RCP CLlII BENCHMARK TOP OF HYD. AUTO SPRINKLER Y1 k °p RcA CBMH EX 10" DIP ELEV=97742 RE=974.14 IE= I 4 y 4 �, 5 .. �. y. 4 y _ 5' y y A S. 4.. � .' .I .5 5 y 4 �•y i. 4 �A 5y- A y . INSTALL PREASSEMBLED SILT FENCE 544 5y INSTALL PREASSEMBLFD SILT FENCE . ; ,y 5y . 1 'S -477_i _ q4 c 5 y' 11 All 4 Al! e, y //STING REMOVE *440 LF CONCRETE =F 4 y 5.0 /BUILDING Zi • CURB &GUTTER N y . 5 .5 y 4 =/ F S< O 9 A W y y j REMOVE *14x400 SF y .. 5 "4 y4' h 5` O EXISTING BITUMINOUS4 5 ' END CONCRETE BEGIN CONCRETE PARKING SDEW�ALK y4 y 5 NA SIDEWALK REMOVAL SIDEWALK REMOVAL REMOVAL A.y 5. 4 / \ 545 4 .".I 5 /.-.. .: • . 20 S m ...5 C/ �:)z� Z c� If ` y d — BEGIN CONCRETE SIDEWALK REMOVAL LIGHT - - _ \ ----EXISTING - REMOVAL —970' DUMPSTER dX16 1 I ot r d ` PROTECT DOSTING LTITUMINOUS PAVING d �% - d �Sy wo \ -- Wy V/x N / C d — ti. A CBMH J RE=9 5.11 d EXISTING a y a X96 DD �— DD k BUILDING d — i y /STORM MH d RE=964.19 IE= \ A m 4 I _ y MPSTER `Ov \ UCT �c l ac` ...RpAOVAL y 4 SAN. MH..v q` o' RE= 966 IE=961.2 a 5 . I o 5 *tP PROTECT EXISTING BITUMINOUS PAVING 5 � I p _ l � - PRbI€CT DO NG BITU S PAVING — EX. 1" CU \ o 5 d' END CONCRETE SIDEWALK REMOVAL REMOVE *1,020 SF BITUMINOUS PAVEMENT FOR ST" SERVICE ir hi T dd Q G� AA pe G CBMH \ p v° atj _ nA RE=964.04 -. IE=957.94 .4 dd \� d — CBMH � sp 5 RE=961.56. \C' -o o 5. IE=95701 F d \? d lOy ' \ d A r \ I 5 4 ".. dd •.IIS w � y dd \ I 4' 45 dd EXISTING CONDITIONS LJ dd\d AND REMOVALS SCALE: 1" = 20'-0" VICINITY MAP NOT TO SCALE n ch•n vW ChwhAss•n v � y1,1 iR1h S! a TWT_n Gx11z4 A f ' r m133 T g+1j T,:, st m �aa4 r oar,a..x, \EROJECT LOCATION li AUI � GENERAL SITE WORK NOTES • CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1-612-454-0002 METRO AREA, 1-800-252-1166 OUT STATE) • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • SEE LANDSCAPE PLANS FOR TURF RESTORATION REQUIREMENTS. SITE REMOVAL NOTES • BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. • CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. • ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATIONS. Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 LEGEND PROPOSED EXISTING — — RIGHT-OF-WAY LINE BOUNDARY LINE — — — — PROPERTY LINE -------- — — — — SETBACK LINE — — — — — — EASEMENT LINE -- - CURB LINE 0-4 ------ 0 G SANITARY SEWER/ MANHOLE —I I— WATER MAIN —II— FIRE HYDRANT W/ AUX. VALVE ►� GATE VALVE ♦—« —f G- 44 CATCH BASIN/STORM SEWER/MANHOLE M DD FLARED END SECTION W/RIPRAP • DRAINTILE —938- —938— --_ TOPOGRAPHICAL CONTOUR LINE EDGE OF TREES 1.50% DIRECTION OF DRAINAGE/SLOPE .: CONCRETE PAVEMENT + TWIN BLADE STREET SIGN �- TRAFFIC CONTROL SIGN ¢ ou Qeo STREET LIGHT SB #1 SOIL BORING REMOVALS ;.I.Ilouuuiolu"I - SILT FENCE CIVIL ENGINEER: TOPOGRAPHIC SURVEY BY. JOHN OLIVER & ASSOCIATES, INC. JOHN OLIVER & ASSOCIATES, INC. 201 WEST TRAVELERS TRAIL 201 WEST TRAVELERS TRAIL SUITE 200 SUITE 200 BURNSVILLE, MN 55337 BURNSVILLE, MN 55337 PHONE: (952) 894-3045 PHONE: (952) 894-3045 FAX: (952) 894-3049 FAX: (952) 894-3049 CONTACT.' DOUG LITTERER CONTACT.- JEREMY MILBURN BENCHMARK BENCHMARK NAME TOP OF HYDRANT AUTO SPRINKLER IN NORTHEAST CORNER OF SITE BENCHMARK ELEVATION = 977.42 John Oliver & Associates, Inc. MG 2n•6wniny, "" sievvyr,y, "M PWnnb p 201 11111. TYcvi•ra D 4 &Aft 200 Hurnill l(N 35337 PHONE'(952)II94-8045 FAr (952)894-3049 Wn••• int atx Mt , Bunwrilw and Pri lege, C•nt•r, Mimu•ota COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL I hereby certify that this plan &IS prepared by me or under ect supervision and that II Licensed Professiol r under the laws of the SS Minnesota. J. Utterer No 25486 DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE NO. 1609 DRAWING SCALE SEE DRAWING i1x0M1,l Goddard " Schlool POREARLYCBIIDHDO) DEVffiAPhRINT -- Quality That Last A Lifetime• PROJECT TITLE U� W O5E � Oo UW LL W U W CO o O 00 CD � C_-) W Q� n wCD w O U CD O M CD ca�j z w W w Q o U �_ SHEET TITLE EXISTING CONDITIONS AND REMOVALS SHEET NUMBER 1 SITE PLAN C2.1 SCALE: 1" = 20'-0" 'STING ILDING LEGEND PROPOSED EXISTING •—�� C —nom bb . D VICINITY MAP NOT TO SCALE O aavrs� , p��an Chan * Chylhis'ury ,ty 7 Nth '.Wt PROJECT ''LOCATION p�«h swys.ea,�,�Y't. 11 EJi JS' � 'd,0 nk5�t+ y 1 C��tn, t .t 4 RIGHT—OF—WAY LINE BOUNDARY LINE PROPERTY LINE SETBACK LINE EASEMENT LINE CURB LINE SANITARY SEWER/ MANHOLE SANITARY FORCE MAIN u�7rTziffiv,/•11k FIRE HYDRANT W/ AUX. VALVE GATE VALVE CATCH BASIN/STORM SEWER/MANHOLE DRAINTILE TOPOGRAPHICAL CONTOUR LINE EDGE OF TREES CONCRETE PAVEMENT TWIN BLADE STREET SIGN TRAFFIC CONTROL SIGN TYPE III BARRICADE STREET LIGHT PROPOSED PARKING SUMMARY PROPOSED PARKING STANDARD PARKING (9'x18') HANDICAP PARKING PROVIDED ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL = REQUIRED PARKING 1 SPACE PER CLASS ROOM 1 SPACE PER STAFF MEMBER TOTAL = 45 3 48 Cts' Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 SITE LAYOUT NOTES • TYPICAL FULL SIZE 90' PARKING STALL IS 9'X18' UNLESS NOTED OTHERWISE. • ALL CURB AND GUTTER TO BE CONCRETE 8612 UNLESS NOTED OTHERWISE. • SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. • STRIPING IS 4 INCH WIDE WHITE, 3—MINUTE DRY ALKYD PAINT. SPACE ISLAND HATCHING AT 4 FEET ON CENTER. SYMBOL LEGEND DESCRIPTION: ® HANDICAP ACCESSIBLE PARKING SPACE. HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 6/C8.1. U DUTY ASPHALT PAVEMENT. ULIGHT SEE DETAIL 6/C8.1. Q C CONCRETE PAVEMENT. o � SEE DETAIL 6/C8.1. I- LLJ w RIGHT—OF—WAY PAVEMENT. QA PARKING PAINT STRIPING. © HANDICAP RAMP. MAXIMUM 8 7 SLOPE. SEE DETAIL 4/C8.1. © 6" CONCRETE CURB & WALK. SEE DETAIL 7/C8.1. QD 2' CURB & GUTTER. SEE DETAIL 8/C8.1. EQ 6" CONCRETE CURB. SEE DETAIL 9/C8.1. FQ HANDICAP ACCESSIBLE PARKING SYMBOL. SEE DETAIL 1/C8.1. © HANDICAP PARKING SIGN. SEE DETAILS 2/C8.1 AND 3/C8.1. QH MASONRY TRASH ENCLOSURE. U SEE DETAIL 8/C8.2. QJ IDENTIFICATION SIGN. SEE DETAIL 2/C8.2. QK 5'-0" WIDE 4" THICK CONCRETE SIDEWALK. SEE DETAIL 6/C8.1. © DOUBLE SWINGING GATE W/ 3'-0" DOORS. QM SINGLE 4'-0" SWINGING GATE. QN PLAYGROUND EQUIPMENT. © 48" CEDAR WOOD FENCE. GENERAL SITE NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS APPLICABLE. 2, ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OR OUTSIDE FACE OF BRICK, BLOCK OR BUILDING FACIA UNLESS OTHERWISE INDICATED. 3, THE BUILDING AND PARKING FACILITIES ARE PARALLEL WITH OR PERPENDICULAR TO THE EXISTING BUILDING. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY. 5, CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY. 6. ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS COMPLETED UNLESS OTHERWISE NOTED. ALL NEW SEEDED OR SODDED AREAS SHALL HAVE A TOPSOIL LAYER OF 4" MINIMUM. TOP OF TOPSOIL LAYER SHALL BE PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT ELEVATIONS WHERE TOPSOIL ABUTS THOSE AREAS. 7. CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS BEEN PLACED. g, CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE STATES DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW ASPHALT JOINS EXISTING ASPHALT. 9. CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL COMPLETELY FILL ALL TRENCHES WITHIN 5 FEET OF PAVEMENT EDGES WITH GRANULAR BACKFILL. 11. ALL PAINT STRIPING SHALL BE 4" TRAFFIC PAINT IN ACCORDANCE WITH THE STATES DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND SHALL BE YELLOW. John Oliver do Associates, Inc. twa 2,p6w..6W. aana Surv•r69. L=W PUww*W 201 W. rMWI& s Tr"µ Suits 200 BurneviiG, YN 55337 PEONS.(952)894-3045 PAZ(952)094-3048 OfAoes in: ZR Riven BurnevRle and Brooklyn Center, Yinneeota COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL hereby certify that this plan leis prepared by me or under ect supervision and that I 7� Hyl Licensed Profession I under the laws of the Minnesota. gn FDoug as J. Litterer :;/2/2004 Reg. No. 25486 DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE NO. 1609 DRAWING SCALE SEE DRAWING REVISIONS Quality That LaatA Lifetime- PROJECT TITLE SHEET TITLE SITE PLAN SHEET NUMBER r �W U U� U O Q o � I- LLJ w W H- /� w U O Q o U __j j O W U /, U� i LLJ CD U < m� z w W WQ �Q W Q U U �l U SHEET TITLE SITE PLAN SHEET NUMBER r 44 44 INSTALL PREASSEh SILT FENCE 4 I 4 70r EXISTING BUILDING I I 1 44 44 ISTORM MH RE=974.90 1E= EXISTING 5.0 / BUILDING f/ GRADING PLAN SCALE: 1" = 20'-0" 0 LEGEND PROPOSED GENERAL SITE WORK NOTES • CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1-612-454-0002 METRO AREA, 1-800-252-1166 OUT STATE) • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. • ENGINEERING PLAN ELEVATION 971.50 EQUALS ARCHITECTURAL BUILDING PLAN ELEVATION 100.00 AT T.O. FLOOR. • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • SEE LANDSCAPE PLANS FOR TURF RESTORATION REQUIREMENTS. GRADING & EROSION CONTROL NOTES • INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE ACTIVITIES. MAINTAIN EROSION CONTROLS THROUGHOUT THE CONSTRUCTION PROCESS AND REMOVE WHEN LANDSCAPING IS COMPLETED OR AS OTHERWISE NOTED. • CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF GRADING OF AN AREA. ALL EXPOSED SOIL AREAS WITHIN 100 FEET OF A WATER OF THE STATE OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A WATER OF THE STATE MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 SLOPES), 14 DAYS (10:1 TO 3:1 SLOPES), OR 21 DAYS (FLATTER THAN 10:1). • ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK ACROSS FULL WIDTH FROM ENTRANCE POINT TO 50 FEET INTO THE CONSTRUCTION ZONE. SEE DETAIL. • ROCK CONSTRUCTION ENTRANCE TO BE PLACED BY CONTRACTOR AT LOCATION APPROVED BY CITY. • CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ON-SITE TOPSOIL TO PROVIDE A UNIFORM THICKNESS ON ALL DISTURBED AREAS TO BE LANDSCAPED OR SODDED. • GRADES SHOWN ARE FINISHED GRADES. • UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BELOW THE UPPER THREE FEET OF SUBGRADE. OUTSIDE OF PAVEMENT AREAS COMPACT GRADING NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT U11LITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE (MAXIMUM 2% AWAY FROM BUILDING) WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 8. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. SEE / GEOTECHNICAL REPORT FOR BUILDING AREA. Hard surface VARF FFNCF public road PROPEX—"SILT STOP' FABRIC 2"x2"x4' WOOD STAKES O 4' O.C. 10' MINIMUM BACKFlLL EXISTING GROUND BURY BOTTOM 6" OF FABRIC .� j PROPOSED EMBANKMENT EROSION CONTROL 2 SILT FENCE C3.1 N.T.S. EXISTING - - 9.2.2004 RIGHT-OF-WAY LINE 1609.10-03 PROTOTYPE VERSION BOUNDARY LINE PLOT REFERENCE NO. 1609 — — — — PROPERTY LINE LL -------- — — — — SETBACK LINE — — — — — — — — EASEMENT LINE U CURB LINE - W 0-4 ------ ^v SANITARY SEWER/ W r O MANHOLE 0-44 ------ 0— 11 ❑ CATCH BASIN/STORM SEWER/MANHOLE �► DD� FLARED END SECTION W/RIPRAP ». 0 DRAINTILE -----938---- -. _- 3g— TOPOGRAPHICAL W Q� CONTOUR LINE PROPOSED 907.08 907.08 BIT/CNC 50' minimum 2"-3"washed MnDot Type V �— Geotextile Separator ROCK CONSTRUCTION 3 ENTRANCE C3.1 N.T.S. EXISTING EDGE OF TREES DIRECTION OF DRAINAGE/SLOPE SILT FENCE TOP OF CURB ELEV. PAVEMENT ELEV. (BITUMINOUS OR CONCRETE) TW=912.0 TW=FINISHED GROUND AT TOP OF RETAINING WALL BW -907.1 BW=FINISHED GROUND AT BOTTOM OF RETAINING WALL / Xis GROUND/FINISHED GRADE SPOT ELEV. W/ DRAINAGE ARROW �.; .i•. ,'�. CONCRETE PAVEMENT Cl VIL ENGINEER: JOHN OLIVER & ASSOCIATES, INC. 201 WEST TRAVELERS TRAIL SUITE 200 BURNSWLLE, MN 55337 PHONE.- (952) 894-3045 FAX. (952) 894-3049 CONTACT DOUG LITTERER BENCHMARK BENCHMARK NAME TOP OF HYDRANT AUTO SPRINKLER IN NORTHEAST CORNER OF SITE BENCHMARK ELEVATION = 977.42 TOPOGRAPHIC SURVEY BY: JOHN OLIVER & ASSOCIATES, INC 201 WEST TRAVELERS TRAIL SUITE 200 BURNSVILLE, MN 55337 PHONE.- (952) 894-3045 FAX. • (952) 894-3049 CONTACT JEREMY MILBURN Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 John Oliver & Associates, Ino. CWa diwbwor4V, Land $e #VbW Land Pta.*w 201 W. Travels 7'ra!14 Sutte 200 aurnetQU, J(N 55837 PSONB:(952)894-9045 PAK.(952)894-3049 0))Xoea im Slk IMVM Burn P Ue and Brooklyn Center, Minnesota COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL I hereby certify that this plan 'WIS prepared by me or under ect supervision and that I Licensed ProfessionQQl 710 r under the laws of the SA Minnesota. gras J. Litterer Reg. No 25486 DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE NO. 1609 DRAWING SCALE SEE DRAWING REVISIONS PROJECT TITLE U� 05E LL Oo U w w W f- Ln W r O 00 0 � Q o W Q� _cn U U U LLJ CD O Q m:2i Q QW I � LTJ w Q WQ U U CD _ CD U SHEET TIME EROSION CONTROL & GRADING PLAN SHEET NUMBER C 3 c D 7ELEPHONE BROUGHT I MECHANICA 25 PAIR C/ PUNCH 44 44 EXISTING f BUILDING 1I I I STORM MH RE= 974.90 1E= ee d SAN. MH \ RE=958.20 ee IE=948.82 J EXIS77NG 5.0 / BUILDING UTILITY PLAN SCALE: 1" = 20'-0" GENERAL SITE WORK NOTES • CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1-612-454-0002 METRO AREA, 1-800-252-1166 OUT STATE) • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. • ENGINEERING PLAN ELEVATION 971.50 EQUALS ARCHITECTURAL BUILDING PLAN ELEVATION 100.00 AT T.O. FLOOR. • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • SEE LANDSCAPE PLANS FOR TURF RESTORATION REQUIREMENTS. SANITARY SEWER NOTES • CONSTRUCTION IS TO WITHIN 5 FEET OF THE PROPOSED BUILDING. • ALL SANITARY SEWER CONSTRUCTION IS IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS. • MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PVC (SDR -26) PIPE WITH GASKETTED, COMPRESSION -TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE. • NEW 6" SANITARY LATERALS SHALL BE SDR -35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE CONFORMING TO ASTM D2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM D-3303. WATER MAIN NOTES • CONSTRUCTION IS TO WITHIN 5 FEET OF THE PROPOSE BUILDING. • ALL WATER MAIN CONSTRUCTION IS IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS. • ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER. • NEW 4" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151. CLASS 55. Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 LEGEND PROPOSED EXISTING G 0 -1-1- I I -1 t 1- I - � I N Pa 0 -N --a C -as ❑ N DD Cl VIL ENGINEER. JOHN OLIVER & ASSOCIATES, INC. 201 WEST- TRAVELERS TRAIL SUITE 200 BURNSVIi. LE, MN 55337 PHONE: (952) 894-3045 FAX: (952) 894-3049 CONTACT.- DOUG LITTERER RIGHT-OF-WAY LINE BOUNDARY LINE PROPERTY LINE SETBACK LINE EASEMENT LINE CURB LINE SANITARY SEWER/ MANHOLE WATER MAIN FIRE HYDRANT W/ AUX. VALVE GATE VALVE CATCH BASIN/STORM SEWER/MANHOLE FLARED END SECTION W/RIPRAP DRAINTILE HEAVY DUTY PAVEMENT CONCRETE PAVEMENT TWIN BLADE STREET SIGN TRAFFIC CONTROL SIGN STREET LIGHT TOPOGRAPHIC SURVEY BY: JOHN OLIVER & ASSOCIATES, INC 201 WEST TRAVELERS TRAIL SUITE 200 BURNSVILLE, MN 55337 PHONE.- (952) 894-3045 FAX: (952) 894-3049 CONTACT JEREMY MILBURN BENCHMARK BENCHMARK NAME TOP OF HYDRANT AUTO SPRINKLER IN NORTHEAST CORNER OF SITE BENCHMARK ELEVATION = 977.42 STRUCTURE NUMBER SIZE CASTING RIM EL. INV. EL. BUILD (FT.) STMH101 48"0 R-1733 970.33 965.68(N,NW) 963.18(W) 958.92(S) 11.41 RD102 --- --- --- 966.48 --- C8103 12'X12" PLASTIC INLET 969.00 967.00 2.00 RD104 --- --- --- 968.84 --- STMH105 48"0 R-1733 971.90 965.40 6.50 RD106 --- --- --- 966.06 --- CB107 120X12" PLASTIC INLET 969.00 967.00 2.00 RD108 --- --- --- 968.80 --- PIPE LOCATION LENGTH DIA. MATERIAL SLOPE EX. TO 101 102' 12" DUAL WALL HDPE 1.00% 101 TO 102 40' 6" PVC - SCH.40 2.00% 101 TO 103 66' 6" PVC - SCH.40 2.00% 103 TO 104 92' 6" FLEXIBLE PERF. PVC 2.00% 101 TO 105 111' 8" DUAL WALL HDPE 2.00% 105 TO 106 33' 6" PVC - SCH.40 2.00% 105 TO 107 80' 6" PVC - SCH.40 2.00% 107 TO 108 90' 6" FLEXIBLE PERF. PVC 2.00% John Oliver 6 Associates, Ino. MG 2p6,.4risw, lana surve96w. Eead Ple,eww 201 W. 7yuvel•r• 7v."k suite 200 aurnrAU4. lav 55387 Psoxa:(952)834-3045 res:(952)994-3043 Offf"s im Ea River, Bur wvfae and Brooklyn Center, J[innesota COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL I hereby certify that this plan s prepared by me or under ect supervision and that I I Licensed Profession I c'1i�_e r under the laws of the S� Minnesota. gras J. Litterer Reg. No 25486 DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE NO. 1609 DRAWING SCALE SEE DRAWING REVISIONS FORSARLY CHILDHOCIP DAVEZZ Quality That Last A Lifetime* PROJECT TITLE SHEET TITLE UTILITY PLAN SHEET NUMBER 0n w 00 0 w U5 CU w 0 O � � 00 0 O 0Q H- _ � O U Uz 0 >- M z w 12::� Q J LU W Q � CL _ W Q o U � U SHEET TITLE UTILITY PLAN SHEET NUMBER STING LDING Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 Emco Ecolume Luminaire Calculation point spacing 10 X 10 Calculated at ground level Template isolines at 5, 3, 1, and .5 footcandles Luminaire Schedule Project: All Projects Label Calci pe Units Avg Max Min Avg/Min Mox/Min Project: All Projects Illuminance Fc 1.49 17.8 0.0 0.00 0.00 EV2 10 Symbol Oty Label Arrangement Lumens LLF Description Filename {] 6 wP1 SINGLE 8500 0.700 EMCO ECW-141-3H-10OMH Ec3hl7m.ies Q 10 EV2 SINGLE 3200 0.700 Capri CM8V50—TO52 1108.ies 2 A SINGLE 32000 0.700 EMCO ECA181-3H-40OMH Ec3h4m.ies o-� 3 D SINGLE 32000 0.700 EMCO ECA181-3H-40OMH w/hss Ec3h4ms.ies Numeric Summary Project: All Projects Label Calci pe Units Avg Max Min Avg/Min Mox/Min LL Illuminance Fc 1.49 17.8 0.0 0.00 0.00 Statistical Area Summary Project: All Projects Label Avg Max Min Avg/Min Max/Min Inner lot 2.07 4.5 1 0.6 3.45 7.50 DISCLAIMER Calculations have been performed with our best interpretation of the details given to us. Some differences between measured and calculated results may occur due to intolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuminance FC levels (unless otherwise noted). If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. ALD is not responsible for acquiring or interpreting any local lighting codes. These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. These calculations are NOT valid for owner or city approval using any "non—ALD represented product" or fixtures not shown on this plan. Fixtures must be provided by ALD. Luminaire Location Summary Project: All Projects Label Z EV2 10 EV2 10 EV2 10 EV2 10 EV2 10 EV2 10 EV2 10 D 25 D 25 EV2 10 EV2 10 EV2 10 A 25 A 25 D 25 wP 1 9.33 wP1 9.33 wP1 9.33 WP1 9.33 WP1 9.33 WP1 9.33 I LIGHTING COMPANY Architectual Lighting Designs, Inc. 2920 Anthony Lane St. Anthony, Minnesota 55418 Phone: (612) 252-4100 Fax: (612) 252-4141 COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL 1 101, 0 PaE DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE NO. 1609 DRAWING SCALE SEE DRAWING REVISIONS POR EARLY CHWHI Quality That PROJECT TITLE Lifetime' 11 SHEET TITLE SITE LIGHTING PLAN SHEET NUMBER F 0 LJ N L� 00 � W w W Uo W 0 = 00 O U o LU W Q W w 0 0 U U z_ 0 U m75 __JU-) ^ z w � Q LU W U Q U CCD_ SHEET TITLE SITE LIGHTING PLAN SHEET NUMBER F WHITE PAINT, STROKE WIDTH SKY BLUE PAINT 4 INCHES ADA 0 II J O DO L� 0 H - x O w x WIDTH OF SYMBOL = 36 IN.I r T INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING (3B-19) SCALE: N.T.S. 12" DISABLED PARKING SIGN (R7-80) 2 C6.1 SCALE: N.T.S. A-, DESIKO WNIMUM A+1 aI S.B. Our€R LIWtS -C o - � LGICR2,rC 1AEi r Y \ !�RC1E \\ ]41 CIXIEREtC , 3" 19: ---••{ 5 6 e G 5 0 S° S i r /DAM BC um a V T „ 9 p es LLRNlACF — O It PROHtEASE OF CURB as M;`VWJ a'0'MNLfi 16"nA„4A'F® B'3'IG"CURBt B'3"T5`CW 1 Cil A'k' 'P a'i'ta'Cttlpl S'D'•WN® ar-ia'CUBA VAR, WIDTHCABHt pE 4.1 PLAN VIEW OF PERPENDICULAR RAMP PLAN VIEW OF DIAGONAL RAMP sox . 65a IIP BASE DiAVLiER CURB OR .0 NRB ANI GFFIER G i % A O 5 V. 19-7H'-1 1116" Fa RB t 3•a CBIS IBD15^ IAiS"I ..' .•.: �lt� DOME SECTION IVIS''2 art" LSrlS"p TP.I . Ow rl,Ri. MAK. W +D.BSTs• I CONCRETE PALL m�n ILiz6" x.375"1 Ar It YYi r^— O.OB Fl.er I. ON PLATTER 1J 00 eRe0 t 000000000 �, Doo"DOOo SECTION A -A t5h�- -i Pa.^ o 0000O nTS"-L975.1 OORO oP 15/16 ITFPD j 'SW=-J'lif MIN. 109315'1 1BBPS•N Or 8W PATH a BOaAL K ISA UEE DOME SPACING BID TO DAB (1Af 1. st�'C FOR E FLARED SIDE. IF oaITINEALL INCFLA ED SIDE. 5 L S IRAN 1N nl FLMED SEDC SLOAF LESS N t F! W 1NT[R5LL110N5. TNS! 0.01 PTAs (D(D 100"I A'O"YtR _I 10'0`11 DETECTABLE RP 1 M" CURB A 005 F/JF1. SLOPE I A• O"MOI= i TV C A BOIL rT.rrT. I d T' 9" L1tRR A 0,48 FIRE, SLOPE 1 N A" CURS OAB f1Jfl. fLfPE 1 ,00 ELEVATION OF RAMP NOTFSI TO COMPLY WITH THE AMERICANS WITH BISABILIIIES ACT FAD.AI.ALL 1p STATE ALOCAL ACtKICS ARE REQUIRED TO COApLY WIN THIS SPAAOAM PLATE, INC CLNO AND WIO THARS1TNbi ON INC RAM' WILL BE PAID FOR AS LINEAR FACT IN, CA14EAC CulO AN �C CMB AHD alliEll. THE RAND AREA MILL BC PAID rOH AS COWWTE MAL, Miuki O NE !ftoati ED WRC AREA MNHN MILL m RAID FOR AS TRIUCATCO COMES IT THE SOLNR€ FOOT. BIKE IAAIL.S SHALL HAVE MACATED DGE's ACROSS THE ENTIRE 0014 IH MAIL RICH INC TRAIL CHO53ES A ROAR. BEMIS ARE NOT TO BE lCNIO TO SIDEWALKS OR TRAILS WHEN CROSSING ALLCY5 OR OIIANAT5• 1 Isz INCH AINEA'WN'F JDHI FIL_EA MATERIAL. AASHTO M N1. g WHEN IWSSUIL1, VRONP H A CLEAR PAIN M TRAVEL a' D° RULE BEHIND THE P€OCSIRIM RAMP. A RELATIVELY FLAT A' A 4•LANDIN6 WILL A64OW "ALL CHAINS TO HAVILATC MOI:ND THE PEDESTRIAN RAMI. +W 57GGALS. SIGNS. CADMEiS. PA OWER OBS1RIlET EONS ARC AlLOAEO IN In RAW M PAIN O TRAVEL, LADA, MTW THEM, THE PEDESTRIAN CROSSEW SHALL MEN AMEONN LS ION 10% LNaE/1 FOR TRO PCOESTRIAM RAMR5 NAJ A MR'W BE EDF TIANU%U THE MEDLAR AT STREET LEVEL. A PLACE THE DELECTABLE WAR)l (THLNCATEo DaCSPAT THE BAC,, OF UM •W, THE OCICCTABLE OMMIIO SYSTEM IS A RECAST THE C(fiID SMALL IC HAW FORMED TO FILL THE OAP. �MATERNL, !l ABA RECLNN it KNIGHTED OCHE AREA SHM.L K 7-W MHEM CIRTCTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH [3'O' OR A'O' ll”! - 1 T NT MALA. Or INC L'Att. RAW. T' BY 9'9' AA a'O' 11 1,1 IED OBYC ARCA SHALL MIN ADJACENT IDJWE C'MLY]COLM HHNN 11CEJAC SIDEWALK {5 A U A JWT i IGRAY m RIFF Y)CVLAY} EN THE TRLHC0.til IIOW SHALL ENTIRE HALL, 1N0 5AM". AGNS iFCE CHIEW TRWCATF31 ROME MCA SHALL BE 1 DARK Cd,[Af WPEB OR DARN GUS TYPICALLTI RMCN THE ADJACENT S10EMy,A t5 OAAF HE HIEW CA E RK HT CRA �A L/Rtt GUY CEMENTCMSTRIC TO STAY IN RACE FOR F6 iRCFfT PROJECTS. M Y1FWSlalS tMKPE THE CUA COI WIBr3l Vr A•CE IAIM•FW NEW CGSTROC 3'0' ALLLL CYCCEOi ATN, WNL OETCCFA®4E WAmNBNCS SHALL EM1aA INC FU1NIOTN, W E APPROVED FEB.2O, 20DA STATE. OF MINNE BTR�..,...a, SPECIFICATION STAWARD — --- EKPARTYENT OF NANSPORIATIDN BCfERCNCY PLATE PARALLEL RAMP nCNCEPTIONi OFF TINE LNAI n. SECTION A -A @ E REASON FOR U51MM THIS VARIATION ' (LLV— PEDESTRIAN URB o AMP �tH; 3r �I v CASE .15141 Cft1NFFA THE lA a.H F a-IA.TOPI of 2 E tlF 2 TOP BIT. MAT BASE A • 12 VAN ACCESSIBLE PLAQUE (R7 -8b) 3 S6-1//SCALE: N.T.S. HANDICAP 6 RAMP DETAIL C6.1 SCALE: N.T.S. 1/2"R 1 3"R 3 3"R is 3/4" PER FT. N 1/2"R r w -T- W=12" 8612 OUTFALL GUTTER TIP OUT CONCRETE 9 CURB & GUTTER DETAIL C6.1 SCALE: N.T.S. N H2 L 1 `[112]" FIBER MATERIAL WITH SEALANT DISABLED PARKING SIGN. WHEN INDICATED INCLUDE VAN ACCESSIBLE PLAQUE. 2" GALVINIZED STEEL PIPE, ROUND, SET IN CONCRETE PAVING BASE - 10' CONCRETE FOOTING 4 TRAFFIC SIGNAGE C8.1 SCALE: N.T.S. 6x6-W1.4xW1.4 WWF SIDEWALK OR SOD f1" DEEP SAWED OR TOOLED JOINT '�/I'1'`►A\r _ nom_ ��_ �� _ ��_ ��_ ��_ ��_ v POsTWE CURD TO MOLD 'Qsr ADJACENT Go" 3" 3" 19: Do COURSE FILTER AGGREGA That LastA Lifetime' TAA+' raaNT rACE y'fY.fts INCIDENTAL TO PIPECONSTRUCTION t.FC % MW STEPS _ LESS THAN 14' DEEP. INCREASE BASE PER 6' OF DEPTH BEYOND 14'. r OP1i0NAL PARALLEL RAMP A°o^Mmr, 0 GA�r'M WOR NARROW SIDEWALKS SIDEWALK ADJACENT 10 CURB) ISOMETRIC VIEW Q# • • OETECiA$E 1i:q TI I i 39• iIIu Hsi• iaoiani . RAIRN1NDs PMTKE Gula To A-1 NOLO ANaCENr FfpMp �''�•.��` 1 � i i EENlm= ➢' AT116f-Of FRONT t1 p ttrEEtttY40 or COMBEj IE %t ttu ~ 10 :K ITI.S" IFOR REAVY "AILI (D(D 100"I A'O"YtR _I 10'0`11 DETECTABLE RP SPEC. 3245) ,OF SIZE H H Sg za. iiG.•Y•nRnGP.i1: HA1011fp5 A� ^^EICIiii^ PARALLE!. RAMP PLAF9 VIEW -waLA WAS tr.,FT. SLOPE NUEEMED Ra Hp ALL RORA OAB FTJr,.%9M MAA. POSSIBLE C" TO HOLD INTEMCTI94 ADJACEW r:NIIR:H7 RAILROAD CROSSING -- __ .. - -- ----1, .... PI. AN VIEW w a° io D' LEPBA �Ta'0" Wk !Er'* au°•CLVNFt 44 -IC" ELEVATION NOTES: POSSIBLE NRR TO l°l In OVER RATTYINNNH Jot", rktm MATERIAL. CANS OR SIDEWALK WIDTH HOLD ADJAaCNT ONWHO COED Alp "TION �--�� r�Y AASNTD Y T11 (D UCH TRETE IS A WTE AWN& TNC COOC IM' ��r=— — NIC DETECTABLE NAWHI>r 5441 EE 11".IR' 777711 I FROM` TIC FACE W THE "It ARM. AANN - - L •CONCRETE THERE 1S Ip DAIS, THE EDU IF 19 • PALL SME. cMM5 SLOPE DEICCTABLC maNIa; SNAAA R Ir.S FT. BEAVY RALLIED B FT.ILRtH FpdT iK or *ALK n BOB FTJ FT. C6NTEH&INE Of NE MEANEST TRW. BAR MINAM IN RIMYAIAPOL PARALLEL RAMP nCNCEPTIONi OFF TINE LNAI n. SECTION A -A @ E REASON FOR U51MM THIS VARIATION ' (LLV— INSTEAD W THE OFFICIAL INSHEN ON SKI THESE ARE OPTIONAL PEDESTRIAN SIDEWALK ACCESS DETAILS SHALL RE OOt NTE, IF A LARM ANOINT W MATCH IS EXPECTED NOW THE ADJACENT THAT ARE NOT REQUIRED BY CURRENT ADA REGULATIONS eNmERTY, THE DESIGNER SHOULD PLAN MWMINILY, NPROVCe FE&20,200R -- STATE OF MINNESOTA DEPARTMENT Or TRANSPORTATION SPECIFICATION RCFERENC-E STATpARO PLATE 6 STORM MANHOLE 0 ND. PEDESTRIAN CURB RAMP OPTIONS zsil 7036E '-•'-FPM Yl xi[ OESICM El&TIEER THE HANDICAPPED U LLJ 2 OF 2 HANDICAP 6 RAMP DETAIL C6.1 SCALE: N.T.S. 1/2"R 1 3"R 3 3"R is 3/4" PER FT. N 1/2"R r w -T- W=12" 8612 OUTFALL GUTTER TIP OUT CONCRETE 9 CURB & GUTTER DETAIL C6.1 SCALE: N.T.S. N H2 L 1 `[112]" FIBER MATERIAL WITH SEALANT DISABLED PARKING SIGN. WHEN INDICATED INCLUDE VAN ACCESSIBLE PLAQUE. 2" GALVINIZED STEEL PIPE, ROUND, SET IN CONCRETE PAVING BASE - 10' CONCRETE FOOTING 4 TRAFFIC SIGNAGE C8.1 SCALE: N.T.S. 6x6-W1.4xW1.4 WWF SIDEWALK OR SOD f1" DEEP SAWED OR TOOLED JOINT L 4" CLASS 5 AGGREGATE BASE 100% CRUSHED/RECYCLED SECTION B -B COMPACTED SUB GRADE 1/2"R TOP BIT. MAT 3/g" 3"R 3 3..R LID SLOPE 3/4" PER FT. 11 C"I -------- 1/2„R M BASE n w s” W=12" 6612 STANDARD GUTTER B612 CONCRETE 10 CURB & GUTTER DETAIL SCALE: N.T.S. PLAN VIEW 1 I SIDEWALK DETAIL C6.1 SCALE: N.T.S. 1 1/2" BITUMINOUS WEAR COURSE (LVWE45030B) TACK COAT 2'• BITUMINOUS NON WEAR COURSE (LVNW35030B) 6" CLASS 5 AGGREGATE BASE 100% CRUSHED/RECYCLED —APPROVED SUBGRADE PAVEMENT SECTION 111al SCALE: N.T.S. BACK OF CURB OR EDGE OF MAT 4" OF TOP SOIL SAND FILL ABOVE TRENC)TEJ '�/I'1'`►A\r _ nom_ ��_ �� _ ��_ ��_ ��_ ��_ FOR EARLY CHMDBDOqp DEVffiAPMBNT 3" 3" 19: L 4" CLASS 5 AGGREGATE BASE 100% CRUSHED/RECYCLED SECTION B -B COMPACTED SUB GRADE 1/2"R TOP BIT. MAT 3/g" 3"R 3 3..R LID SLOPE 3/4" PER FT. 11 C"I -------- 1/2„R M BASE n w s” W=12" 6612 STANDARD GUTTER B612 CONCRETE 10 CURB & GUTTER DETAIL SCALE: N.T.S. PLAN VIEW 1 I SIDEWALK DETAIL C6.1 SCALE: N.T.S. 1 1/2" BITUMINOUS WEAR COURSE (LVWE45030B) TACK COAT 2'• BITUMINOUS NON WEAR COURSE (LVNW35030B) 6" CLASS 5 AGGREGATE BASE 100% CRUSHED/RECYCLED —APPROVED SUBGRADE PAVEMENT SECTION 111al SCALE: N.T.S. BACK OF CURB OR EDGE OF MAT 4" OF TOP SOIL SAND FILL ABOVE TRENC)TEJ FOR EARLY CHMDBDOqp DEVffiAPMBNT 3" 3" 19: Do COURSE FILTER AGGREGA That LastA Lifetime' (MN/DOT SPEC. 3149.2H) 5" PRECAST BASE FOR MANHOLES INCIDENTAL TO PIPECONSTRUCTION STEPS _ LESS THAN 14' DEEP. INCREASE BASE PER 6' OF DEPTH BEYOND 14'. r PROJECT MIRAFI 140 FILTER FABRIOR APPROVED EQUAL CO MANHOLE MAY BE CONSTRUCTED OP.V.C. WHEN MANHOLE DEPTH IS LESS THAN 8' OR CASTING IS RECTANGULAR, A SLAB g PERFORATEDUNDERDRAIN PIPE (MN/D SPEC. 3245) ,OF SIZE SHOWN ON PLAN PROFILE STORM SEWER MANHOLE OR CATCH BASIN PVC BEND OF SAME SIZE AS MAINLINE UNDERDRAIN 45'(TYP) PIPE -INCIDENTAL TO PIPE CONSTRUCTION f PLAN AT CONNECTION TO STORM SEWER STRUCTURE 6' PERFORATED FLEXIBLE 5 PVC DRAIN PIPE C6.2 SCALE: N.T.S. CASTING a" CONCRETE ADJUSTING RINGS MIN. 4" MAX. 10" 27" — PRECAST ECCENTRIC CONE Q 16" John Oliver & Associates. /no. DrMa d+ww"riTw• amts ST.wyhtoamts nmYww 20t W. 7YawtF 74roa Sutte 200 BurnAPAUs. " 66337 PBON6:(962)ff94-3046 FASi(96"94-8049 OJJfose im EGb River, Burr nrttia and Brook Fyn Cents, JVinmeota COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL I hereby certify that this plan ZIS prepared by me or under T#n ect supervision and that 1 r� �/yIJ1 Licensed Professionyyl dd//��AA_eebr under the laws of the Sp Minnesota. gras J. Litterer Reg. No 25486 DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE N0. 1609 DRAWING SCALE SEE DRAWING REVISIONS FOR EARLY CHMDBDOqp DEVffiAPMBNT 3" 3" 19: WALLS SHALL BE CONSTRUCTED OF PRECAST SECTIONS WHENEVER Quality That LastA Lifetime' 5" PRECAST BASE FOR MANHOLES POSSIBLE. WHEN PIPES ARE 27' STEPS _ LESS THAN 14' DEEP. INCREASE BASE PER 6' OF DEPTH BEYOND 14'. r PROJECT OR LARGER, THE BOTTOM OF THE 16" O.C. CO MANHOLE MAY BE CONSTRUCTED 1. WHEN MANHOLE DEPTH IS LESS THAN 8' OR CASTING IS RECTANGULAR, A SLAB g OF MANHOLE BLOCK IF SO TOP SHALL BE USED IN PLACE OF THE CONE. THE SLAB SHALL BE SUITABLE FOR SPECIFIED. 48" John Oliver & Associates. /no. DrMa d+ww"riTw• amts ST.wyhtoamts nmYww 20t W. 7YawtF 74roa Sutte 200 BurnAPAUs. " 66337 PBON6:(962)ff94-3046 FASi(96"94-8049 OJJfose im EGb River, Burr nrttia and Brook Fyn Cents, JVinmeota COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL I hereby certify that this plan ZIS prepared by me or under T#n ect supervision and that 1 r� �/yIJ1 Licensed Professionyyl dd//��AA_eebr under the laws of the Sp Minnesota. gras J. Litterer Reg. No 25486 DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE N0. 1609 DRAWING SCALE SEE DRAWING REVISIONS NDS SQUARE GRATE WITH 12 NDS SQUARE CATCH BASIN C6.2 SCALE: N.T.S. SHEET TITLE SITE DETAILS SHEET NUMBER v FOR EARLY CHMDBDOqp DEVffiAPMBNT 3" 3" 19: Quality That LastA Lifetime' 5" PRECAST BASE FOR MANHOLES _ LESS THAN 14' DEEP. INCREASE BASE PER 6' OF DEPTH BEYOND 14'. r PROJECT TITLE NOTES: 1. WHEN MANHOLE DEPTH IS LESS THAN 8' OR CASTING IS RECTANGULAR, A SLAB TOP SHALL BE USED IN PLACE OF THE CONE. THE SLAB SHALL BE SUITABLE FOR AASHTO HS 20 HIGHWAY LOADINGS. THE SLAB SHALL BE ON A MORTAR BED. 2. GROUT INVERT, BENCHES AND DOGHOUSES WITH NON -SHRINK GROUT. FINISH SHALL BE SMOOTH. %1 3. MANHOLE INVERT SHALL BE SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET. c / 4. MANHOLE JOINTS MAY BE MADE WITH CEMENT MORTAR INSIDE AND OUT. 5. MANHOLE STEPS TO BE LOCATED OVER DOWNSTREAM PIPE UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. LL� ' (LLV— O STANDARD 6 STORM MANHOLE 0 0 1- C6.2 SCALE: N.T.S. = W U LLJ U� w U cn U� o C U 0 O O NDS POLYETHYLENE WITH U.V. INHIBITOR Q rr� Q NDS 6" RISER IF REQUIRED SLOPE TO DRAIN— j SLOPE TO DRAIN W C/-) BACKFILL WITH COMPACTED SOIL = U (� W Z —III -I I III -I I Q O z m -III-III I I M- NDS 12" U —III -I SQUARE CATCH BASIN I I—II—I I ^ -III—III III -I I — NDS UNIVERSAL LOCKING OUTLET Z IISEWER II II I I I SEWER AND DRAIN PIPE Q LZ Q 11II I II 1 I I— I INVERT ELEVATION W W 0 Q CRUSHED STONE _ Q W U U C NDS SQUARE GRATE WITH 12 NDS SQUARE CATCH BASIN C6.2 SCALE: N.T.S. SHEET TITLE SITE DETAILS SHEET NUMBER v GRANULAR ^BASE WALL MUST MEET BLOCK MANUFACTURERS SPEC. FOR CONSTRUCTION RETAINING WALL DETAIL C6.2 SCALE: N.T.S. W Direct Erred foofings 12" d' io, x 24" eft: ■ � 1 SIGN SP€CIFICAII271$- "• DOULE FACED = ALLMNUM CAME' PAINTED GCOVARD WR x9Wr"; s� RUFF WP,,, /WTE VINYL TIM VINE t � rsz+ GP;ArMxS FYcr�DMRO R€oAr�. - MEAUBC StMER FLAG MOUNTED CN T1VAG x A ALLIX-JUII PCLESFANPED W5€i DECO Vk FINKS PANrt, r,�rA1Lz' ER 4 sq. ff,/sIde SI S E€ Y Sklf Sf fkfUl tBMR� gggq HRD 5CN991 -� " - DEswwfx la.gD qIRfcT,ngraac 5 cera D6if-Qtl ]VU 3 3" SIGNAGE DETAIL C6.2 SCALE: N.T.S. REET BLACK 12" PAINTED IRON FENCE GATE 4" x 4"BLACK PAINTED FENCE POST-� BLACK PAINTED IRON FENCE TOP RAIL 12"0 STONE BALL 20" x 20" x 3" STONE CAP 16" x 16" x 4'-8" BRICK PIER BLACK PAINTED FENCE PICKET BLACK PAINTED IRON FENCE BOTTOM RAIL--- AIL 12" x 12" x 48" FOOTING OR 12% CONCRETE PIER 24" x 24" x 42" FOOTING OR 24"0 x 42" CONCRETE PIER 12"0 CONCRETE PIER 12" CONCRETE FOOTING (GODDARD TO SUPPLY AND ARRANGE INSTALLATION) 4 6' SIGNAGE DETAIL C6.2 SCALE: N.T.S. 2 FENCING DETAIL C6.2 SCALE: N.T.S. 81-� a J {~i iddard goof o 61-0 u 14" dla. flash CD 4 0 I a w E 0Cr v zz ti N O ova a�a C f , _c :3 -0 2flFD-0 �aEZ0 x O 00 ;0 O c x x do €o z?) Collar k&wdation rubo- 16go, corrugated galy. 8 in. dio. x 361n. high, 2 foot ground spike wfsix insquare fest plate grade Concrete F,x ndoilon, 3000 psi min. 25 in. dio, top, 20 in. dual. bottom, 46 in. depth. Footing Detail � FLAG POLE DETAIL C6.2 SCALE: N.T.S. 4 ,: SPLIT -FACED BLOCK SOLID CEDAR BOARD GATE REBAR REINFORCEMENT 7" CONCRETE PAVEMENT EXPANSION JOINT CONCRETE FOUNDATION AS REQUIRED FOR FROST LINE TYPCIAL SECTION HOLE C, 12'-0" 0 PAINTED GOLD LEAF FINIAL SPLIT -FACED BLOCK TRASH ENCLOSURE o. 0� 6" DIA. STANDARD UU WHITE SHELF BOLLARD 'Goddard School CANE BOLT 4x4 ALUMINUM > 7" CONCRETE SLAB LiJw r CB]LEIREN 6 WEEKS TO 6 LiJ PANEL U-) = lJ J SGREEN For Early Childhood Development Q®®®D 555-1212 CARVED GOLD LETTERS, BORDER & LOGO WHITE VINYL Q > _ TWO LINES OF 4" JO PHONE NUMBER U CD CHANGEABLE COPY 4" CHANGEABLE T�—COPY m� U 12" CONCRETE FOOTING (GODDARD TO SUPPLY AND ARRANGE INSTALLATION) 4 6' SIGNAGE DETAIL C6.2 SCALE: N.T.S. 2 FENCING DETAIL C6.2 SCALE: N.T.S. 81-� a J {~i iddard goof o 61-0 u 14" dla. flash CD 4 0 I a w E 0Cr v zz ti N O ova a�a C f , _c :3 -0 2flFD-0 �aEZ0 x O 00 ;0 O c x x do €o z?) Collar k&wdation rubo- 16go, corrugated galy. 8 in. dio. x 361n. high, 2 foot ground spike wfsix insquare fest plate grade Concrete F,x ndoilon, 3000 psi min. 25 in. dio, top, 20 in. dual. bottom, 46 in. depth. Footing Detail � FLAG POLE DETAIL C6.2 SCALE: N.T.S. 4 ,: SPLIT -FACED BLOCK SOLID CEDAR BOARD GATE REBAR REINFORCEMENT 7" CONCRETE PAVEMENT EXPANSION JOINT CONCRETE FOUNDATION AS REQUIRED FOR FROST LINE TYPCIAL SECTION HOLE C, 12'-0" PLAN 1x6 SMOOTH SAWED CEDAR PLANKS (TYP.) CROSS SECTION STANLEY HINGE NO. 952. 18" LONG BOLT HINGE. CUT BOLT ON HINGE & FIELD WELD TO STEEL GATE POST. [118]" STEEL PLATE BOLT HOLES FOR [112]" DIA. BOLTS LAYED OUT W/HINGE & BOLT PATTERN SO BOLTS ARE STAGGE40 - [1121 DIA. THREADED STEEL ROD W/TURN BUCKEL & KNOCKED ENDS WELDED TO BRACE PLATE. GATE CORNER DETAIL 4x4 PRESSURE TREATED (TYPICAL) STANLEY GATE LATCH NO. 1261 (2) STANLEY NO. 1009 CANE BOLTS. PROVIDE HOLE IN SLAB TO HOLD GATE OPEN AND CLO [112]" PREFORMED EXP. JOINT (TYPICAL) POURED CONCRETE '' FOOTING (TYPICAL) GATE ELEVATION TRASH ENCLOSURE DETAILS SCALE: N.T.S. John Oliver A Associates, Inc. C" Irwirwffirw, Lu" Jvvg6ry. Lmfd Pfmffww 201 1r 1S'avelsre Trail, Suits 200 BurnrAVA, HN 66887 PHORE:(962)894-8046 PAK(962)894-8049 OJJToee in Eye River, Burnet4lk and Brooklyn Center, Hinnseota COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL I hereby certify that this plan �s prepared by me or under r�J� ect supervision and that I r� PIE Licensed Professionppl r under the laws of the SAAMI Minnesota. gras J. Litterer Reg, No 25486 DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE NO. 1609 DRAWING SCALE SEE DRAWING ;34NIONDIM IT Lj4; ; O;II P 0j; s_ Lifetime' PROJECT TITLE PAINTED SPLIT -FACED BLOCK TRASH ENCLOSURE o. 0� 6" DIA. STANDARD UU STEEL PIPE BOLLARD CANE BOLT HOLE—/o 7" CONCRETE SLAB LiJw PLAN 1x6 SMOOTH SAWED CEDAR PLANKS (TYP.) CROSS SECTION STANLEY HINGE NO. 952. 18" LONG BOLT HINGE. CUT BOLT ON HINGE & FIELD WELD TO STEEL GATE POST. [118]" STEEL PLATE BOLT HOLES FOR [112]" DIA. BOLTS LAYED OUT W/HINGE & BOLT PATTERN SO BOLTS ARE STAGGE40 - [1121 DIA. THREADED STEEL ROD W/TURN BUCKEL & KNOCKED ENDS WELDED TO BRACE PLATE. GATE CORNER DETAIL 4x4 PRESSURE TREATED (TYPICAL) STANLEY GATE LATCH NO. 1261 (2) STANLEY NO. 1009 CANE BOLTS. PROVIDE HOLE IN SLAB TO HOLD GATE OPEN AND CLO [112]" PREFORMED EXP. JOINT (TYPICAL) POURED CONCRETE '' FOOTING (TYPICAL) GATE ELEVATION TRASH ENCLOSURE DETAILS SCALE: N.T.S. John Oliver A Associates, Inc. C" Irwirwffirw, Lu" Jvvg6ry. Lmfd Pfmffww 201 1r 1S'avelsre Trail, Suits 200 BurnrAVA, HN 66887 PHORE:(962)894-8046 PAK(962)894-8049 OJJToee in Eye River, Burnet4lk and Brooklyn Center, Hinnseota COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL I hereby certify that this plan �s prepared by me or under r�J� ect supervision and that I r� PIE Licensed Professionppl r under the laws of the SAAMI Minnesota. gras J. Litterer Reg, No 25486 DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE NO. 1609 DRAWING SCALE SEE DRAWING ;34NIONDIM IT Lj4; ; O;II P 0j; s_ Lifetime' PROJECT TITLE SHEET TITLE SITE DETAILS SHEET NUMBER C 6,,2 �4 0� LJJ UU o 1— L -LJ LiJw LiJ O U-) = lJ J O Q _ Cj-) JO 0 U CD m� U z w �J Q Q U U wQ �Q 0 LL U r U C� U SHEET TITLE SITE DETAILS SHEET NUMBER C 6,,2 �4 FENCE H 7 EXISTING VEGETATION I . �6 No KANI IS ��t•ta•��t•t.�rt•st.rss �•r��"��x1w �r�:►� • _ � "04:•..'.-. -�y- ..- y • � �- PI •IF a -L it -- 1i li� 1 �• 1 11 �� 1= R: ■ 1 I /BE .. ,I RETAINING WALL 1 FENCED AREA. NO PLANI IS TO OD BE DONE INSIDE THE FENCED AREA. SOD ►.� �,:� � �� pie �. � .. 38 \ fa� e C \ 1 3 U 3 0 JC 4 • U H U 4 ' O USTING VEGETATION — I2' STEPPING STONES — FLAG POLE 4 U: E 1 IA J LTJ Loll I EXISTING VEGETATION SODC)" rFF-0 I I I - 4 EXISTING VEGETATION A i LANDSCAPE PLAN L1.1 SCALE: 1" = 20'-0" N PLANTING SCHEDULE LEGEND KEY QTY BOTANICAL NAME COMMON NAME SIZEREMARKS HEIGHT AT MATURITY COND SPREAD AT MATURITY PAPER CEMENTED AR 5 ACER RUBRUM FRANKSRED RED SUNSET RED MAPLE 2-1 2 DECIDUOUS 45' B & B 35' FINISH GRADE C XCAVATE HOLE 12' CD 6 CORNUS SERICEA 'CARDINAL' RED TWIG 3' DECIDUOUS 5' —8' DOGWOOD NO. 3 CONT. SHRUB 48" W PP 59 HEUCHERA 'PLUM PUDDING' PURPLE LEAF CORAL BELLS 12" 1 PERENIAL 10" N0. 1 CONT. 10" SCARIFY SIDES OF 4" DIA X 4" SAUCER AROUND PLANTING HOLE CALAMROTIS & ACUiIFLORD FEATHER REED 12" — 15" 5' — KA6' CA 10 KARL FOERSTER' GRASS N0. 1 CONT. ORN GRASS 2' — 3' JC 43 JUNIPERUS CHINENSIS SEA GREEN 24" EVERGREEN 3' SEA GREEN JUNIPER N0. 5 CONT. SHRUB 5' — 6' PULVERIZE SOIL EXCAVATED FROM HOLE HS 382 HJEMEROCALLIS SSP. MINI STELLA MINA STELLA DAYLILLY 12" PERENIAL 10" NO. 1 CONT. 10" 0 •a i V J UCD SP 9 SYRINGA PATULA MISS KIM MISS KIM LILAC 3' DECIDUOUS SHRUB 3' —4' B & B 36" NEPER CUT LEADER. THIN UP TO 1/3 OF BRANCHES RETAINING NATURAL SHAPE OF TREE. DO NOT LEAVE STUBS ATTACH GUY WARE AND HOSE ABOVE FIRST BRANCH. — STAKE TREES UNDER 3" CAL USE WOOD 4' WIDE TAPE STAKES 3 PER TREE O 120 D. CONSISTING OF 2 LAYERS OF CRINKLED GUY TREES 3' CAL & LARGER USE 2•x4' D-' PAPER CEMENTED STAKES DRIVEN BELOW GRADE. (3 STAKES TOGETHER, UP TO FIRST 120 D. APART) BRANCHES SET TOP OF ROOT CROWN 4' ABOVE L -j W U5 FINISH GRADE C XCAVATE HOLE 12' �0 W LARGER THAN ROOT CUT ALL BINDING AND REMOVE WRAPPNG BALL FROM TOP OF BALL 00O 3' MULCH LAYER AS SPECIFIED -D SCARIFY SIDES OF 4" DIA X 4" SAUCER AROUND PLANTING HOLE PIT O PULVERIZE SOIL EXCAVATED FROM HOLE < AND USE AS BACKFILL W -< LOOSEN SUBGRADE AROUND CENTER MOUND AI INSTALL SAND AS NEEDED TO PROVIDE ' ADEQUATE DRAINAGE AND AERATION 0 •a i V J UCD i /\ O STAKE TO BE 18" BELOW PIT IN /�\/. / \ UNDISTURBED SUBGRADE FINISH GRADE UNDISTURBED SUBGRADE BASE z w SHADE TREE 2 PLANTING DETAIL L1.1 SCALE: N.T.S. HOSE GUARDS AND GUY GUY TREES 9• HT. AND TAU.ER. USE Vx a STAKES DRIVEN BELOW GRADE 3 STAKES O 120' APART SET TOP OF ROOT CROWN 4' ABOVE FINISH GRADE CUT ALL BINDING AND REMOVE , WRAPPING FROM TOP OF BALL 3' MULCH LAYER AS SPECIFIED 4' DIA. X 4" SAUCER AROUND PLANTING PIT PULVERIZE SOIL IXCAVATED FROM HOLE AND USE AS BACKFILL LOOSEN SUBGRADE AROUND CENTER MOUND AND INSTALL SAND AS NEEDED TO PROVIDE SQUAT DRAINAGE AND \ \ \ UNDISTURBED SUBGRADE (SET STAKE TO BE 18' BELOW PIT t B A 20 APART) UNDISTURBED SUBGRADE BASE EVERGREEN TREE 3 PLANTING DETAIL L1.1 SCALE: N.T.S. SET TOP OF ROOT MASS 1' ABOVE nNl'. SPADE EDGE 1LCH LAYER 'EGFIED GRADE BED PREPARATION PARTS TOPSOIL 1/4 PARTS PEAT 1/4 P COMPOST SHRUB AND SMALL TREE PLANTING DETAIL L1.1j SCALE: N.T.S. TREES UP TO 8' 3 STAKES O APART ITE HOLE 12" LARGER 200T BALL Y SIDES OF HOLE GRADE LANDSCAPE NOTES 1 SOD SHALL BE LAID IN ALL AREAS. 2• THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY AND QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS. 3, ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK, ANSI Z60.1-1996", PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT. 4, NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED. 5. ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS PLANTED AT GRADE LEVEL. 6• ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. ALL TWINE OR ROPE SHALL BE REMOVED FROM AROUND CROWN OF TRUNK TO PREVENT GIRDELING OF TREE. 7• WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. 8. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE OWNER'S REPRESENTATIVE. 9. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE TIME OF PROVISIONAL ACCEPTANCE. 11. IF THERE IS A DISCREPANCY BETWEEN THE PLANS AND THE PLANT LIST, THE PLANS SHALL TAKE PRECEDENCE. 12, CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 13• STAKES AND GUY WIRES SHALL BE REMOVED AFTER ONE YEAR. 14. ALL EXISTING LANDSCAPING SHALL BE MAINTAINED DURING CONSTRUCTION. ANY MATERIAL DEEMED DEAD OR UNSATIFACTORY BY LANDSCAPE ARCHITECT WILL BE REPLACED EQUIVALENT IN SIZE AND SHAPE AT NO COST TO THE OWNER. Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 John Oliver & Assoolates, /no. M4 2rwN,06W La" SUM Wow, Lord PWnI 201 V. 7-04ve9e7W Tru" Suite 200 Bunwcua, lav 55387 Pff0N2:(952)8"-3045 FAX.(952)894-3049 0f7ises i - Z9k River, BurnnrtRe and Brooklyn Cmter, Minnesota COPYRIGHT & OWNERSHIP OF DOCUMENTS SIGNATURE SEAL I hereby certify that this plan ds prepared by me or under ect supervision and that II Licensed Profession I r under the laws of the Minnesota. Sign Doug as J. Litterer D e:M/2004 Reg. No 25486 IIIIIIIIIIIIIN DATE 9.2.2004 PROJECT NO. 1609.10-03 PROTOTYPE VERSION RELEASE 4.01 PLOT REFERENCE NO. 1609 DRAWING SCALE SEE DRAWING REVISIONS Goddard 6001 FOR EARLY CHILAHOOD 1DEVELOPMENT QualityThat Last A Lifetime' PROJECT TITLE SHEET NUMBER L I 0 2 05E LJJ D-' Uo U 0 L -j W U5 W C �0 W 0 C 00O -D O Z U o W -< cf� w Cn 0 U V J UCD LLJ O >- m� z w Q U') W w U �Q LLJ Q U U �_ CD U SHEET TITLE LANDSCAPE PLAN SHEET NUMBER L I 0 2 ENLARGED TO I LET I Ot N� SCALES Y4" ENLARGED TO 141 SCALES - I O FIN. z II � LL 1-7 ENLARGED WOMEN 124 U.I SCALE: 1'-0" ENLARGED TOILET 10-1 AI.I SCALE: Yon = 1'-0" 2n -'5 ENLARGED TOILET 120 N.I SCALE. 1 E. V4N II ON 0 BLOGKOUT IN III FRZ• FLOOR FOR N.I.G. SEPARATOR L III REF. III N.I.G. 12 UL _4. CONY - OVEN N. 1,-,. 1 Z 3 ENLARGED TO I LFT 112 5'-•51'4" FIN. e ENLARGED MEN 123 AI.1 SCALE: Ys° = 1'-0n 0 FEW A "FIN." 6 4. ENLARGED ENLARGED e KITGHEN ISI q KITGHENETTE 41.1 SCALE: !4" = I' -O" AI.I SCALE: !4" = 1'-0" NOTE: SEE SITE PLANS FOR PERIMETER SIDEWALKS O L� 6ENERA . NOTE -5 I, DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS NOTED OTHERWISE. (U.N.0) 2. ALL INTERIOR WALLS ARE 31•'20 WOOD STUDS UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR WALL5 ARE 51,'2' WOOD STUDS W/ 160 SHEATHING UNLE55 NOTED OTHERWISE. 4. 6ENERAL CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 AND CONDITIONS PRIOR TO COMMENCEMENT OF THE WORK. 5. FRAMING CONTRACTOR SHALL PROVIDE SOLID WOOD BLOGKIN6 AT ALL WALL MOUNTED FIXTURES, INGLUDIN6, BUT NOT LIMITED TO - WALL MOUNTED 5HELVIN6, BASE AND UPPER CABINETS, CUBBIE5, GL05ET SHELVING AND ROD5, WALL MOUNTED DOOR STOPS, TOILET ROOM PARTITIONS, LAWS, 6RAB BARS, MIRROR5, SOAP DISPENSERS, WASTE RECEPTAGLE5, TOILET PAPER DISPELS, MOP SINK, AND ACCESSORIES. 6. FIRE EXTINGUISHER CABINETS AND HAN61N6 FIRE EXTINISUI51 1ER5 (FEC AND HFE) TO BE -LOCATED PER LOCAL FIRE G00E5. (PROVIDE BLOGKING AND KEEP GLEAR OF ALLELECTRIGAL AND P.LUIBIN5LINES). 1. SEE SECTION -1/A42 FOR TYP. GL05ET 5HELVIN6 AND SECTION 8/A42 FOR PANTRY 5HELVIN6. 8. 48" HIGH CORNERS GUARDS SHALL BE INSTALLED ON ALL OUTSIDE CORNERS THROUGHOUT THE BUILDIN6. L1. A MIN. CLEAR AREA OF 18' 15 REQUIRED TO THE 51DE OF EACH DOOR STRIKE .IAMB ON THE PULL SIDE. 10. ALL COUNTERTOP E06E5 AND CORNERS SHALL BE ROUNDED. II. MINI BLINDS SHALL BE INSTALLED ON ALL OUTSIDE WINDOWS WITH CHORD TIE-BAC4,5. (MIN. 52" A.F.F) 12. 5EE l/A4.1 FOR WALL HUNG CHILD HAND KA514 LAVATORY MOUNTING HEI&HT5 IN CLASSROOMS. 13. SEE 10 4 II/A4.1 FOR PHONE, DUPLEX, AND LIGHT SWITGH MOUNTING HEIGHTS IN CLASSROOMS. 14. SEE IO/A4.2 FOR SCREEN PANEL SECTION LOCATED IN TOILETS 112 AND II -1. PROVIDE SOLID BLOGKIN6 AT ALL GONNEGTION5 TO WALL. 15. SEE I/Ab.I FOR MEZZANINE FLOOR PLAN. 0./l�_/l• N ITGII"1C T/1 /Y ITGIIIC 11C G1JC6TLIU/ oI FLOOR PLAN SCALE: 16 111:- 111 0 0 O Eel O 0 sIe�ATu� DATE FRO.GGT NO. GAO F�Y.E NO. PLOT RE143II E NO. DRAWING 51 SHEET TITLE FLOOR PLAN SNIT NI D- 0 W lli z z_ Lu Q z W <l� w = Z cz< ir1 i 1�i7 i i �•EL7 I Illi I/• `� O O ` SI �� 11• — 13 � III- ■lll r ,� c• �� ©III I � ISI ® `�i ' •�i -11 I: 0 I �- :z^ �t�►�� Q 1 © T�A� [■■ © • , F. • D aT!,IO`�I 00 ►� , _ III � I �I • , �.i ,� n'c' 'll irA � .•rF1 Q 11111111-u1 �- • y �r rte_ - �.,,:,, ..I. _.v_,_ - D O oI FLOOR PLAN SCALE: 16 111:- 111 0 0 O Eel O 0 sIe�ATu� DATE FRO.GGT NO. GAO F�Y.E NO. PLOT RE143II E NO. DRAWING 51 SHEET TITLE FLOOR PLAN SNIT NI D- 0 W lli z z_ Lu Q z W <l� w = Z cz< C,1_A% 'A' 5HIN5LE5 RIDGE VENT (b TYPJ DORMERS (SEE 5/A52) 12 5 I� � QS � FLASHIN�6 SE8�TRIMDIN6 ma� • - 4Z"0,1:4- EL. = 10"11-611 T.O. WINDOW BRICK ROWLOCK BRICK VENEER EL. = 1001-0'• T.O. FLOOR L L -----------1.._=�------------�—J 2 — — — — — — — — — — — — 2 FRONT ELEVATION A2.1 SCALE: !g' = P -O" GLA55 'A' SHIN6LES RIDGE VENT (b TYP) DORMERS (SEE 5/A3.2) 12 12 IlTll 111TH 11.1111 [till] 111111 111111� 5� QS 5/411 FIBERGEMENT SIDING L__�--------------L--------------------------------------- _j ------L— — —�_J 4 REA SGALE: Imroll FLA5HIN6 d 6" TRIM ALUMINUM EAVE SYSTEM ARCHED BRICK HEADER (SEE I/A2.10 1014 11 T.O. WINDOW `BRICK ROWLOGK BRICK VENEER .mFI = Inn' -O" d�fl�l�tl. ..10 II�I�1 f� m 6AU6EI BRICK LWINDOW ELEVATION SCALE: I" = 11-O" EL. = 1901-3' T.O. ROOF 5 J 1 ------------- --------- ------�--J 3 LEFT ELEVAT X2.1 SCALE: 1L 11 = 11-0" DORMERS (5EE 5/A3.2) CLA55 'A1 5HIN6LE5 ALUMINUM EAVE SYSTEM ARCHED BRICK HEADER (SEE I/A2.1) kEL. - 1121-0" &I BR6. WATER BUBBLER EL. = 10"11-611 TA. WINDOW �- 4x6 DOWNSPOUT BRICK VENEER EL. = 1001 011 T.O. FLOOR L_ L_J L_J �'--= s RIGHT EL %2-1 V SCALE: 1b11 = 11-011 NGLES ✓E SYSTEM X HEADER "4brda broad ripple design associates, LLC. CorrweW t 0M1RSHlP OF DOGUhans TIi OOfJ!!rt p HI WTR18R Of IR.Mf No tl M 6NE PR}pllY Q M MG:TGT HO OMON ICYPI2 O�M11 M]WA1Q LLG. ML M(,WATtlX (QlfNltD IEIM R CLMIlAT11. 11691MW W MD OOTIORTKM TO O11Ot MIO 51Y11 TO S LLM1Rd M fl6CA1pX M LaLVNTW 6 (LM1TI lIM (O/R4R, MfllfllWL RKP9(IY MIIIID LR OIIEt ISSNID 11101119 NL IFGI?NTION ldfM®16®N (Ql5TM6 M ORhNLL /JO m== 1l.�MYAMbT.1V6RIMDWI Itl PMtT Q2 hYAl Q 1115 LdIMI MYWNWAQY M 109LTAY4 MlAM4 Q MDIM9 QI IYMIIG6 Q M 1®L1M5 MDNS QI M:VR® CRYMME d5�R911® IX N1f�h\Y hMC1 A AFOL NO NYM1 hUTAI fMG? L' M MCi11[IL,.NIp 0. SNLYI{ MO EPO.b 00ML LL" 1611 MOOLNIGI i i .. �lMRIOM! IVI JMlI R S1NNlN ALS 10W1W;5 91GNATURE SEAL DATE 09037004 PRDXMI-T NO. 04014 GAD REFERENCE NO. AUTOCAD 20M PLOT REFERENCE W. NONE DRAWIN6 SGAIF SEE DIRMN6 fJQ W,X. PROJECT TITLE Q- LN Oo � O ,i LUl v Q �Q O Q z < LLa o WLLJ Q �S) �z C/_� � � Qw �� z <� Lu W = II0 �< LJ — �n EXTERIOR ELEVATION5 SHWT WHEER K !4' AZEK ALUMINUM (SEE SEC AND I/A3 • BRICK Rc MITERED d SLOPE BRICK VI (RUNNIN6 ENLARGEDENLARGED � ENTRY SIDE ELEVATION �NTRY FRONT ELEVATION 56ALE: 1i" = I'-0" �% SCALE: 1ti" = 1'-0" X1.:S-PG :jaIR71 ."T�--:: m,iF 5EAL N—% 'A' 5HIN6LE5 DATE 09092004 PRO.EfiT NO. 04014 LAD RE988Y.E NO. A XOGAD 2005 PIAT IaTEIREWE NO. NOW DRAWING SCALE SEE DRMNS REVM.>IONS N SUPPLIED AND TALLED BY 6ODDARD 400L FA5GIA BOARD TRIM AZEK 511 T S TRIM EL. = 114'-5W JMINUM EAVE SYSTEM E SECTION I/A3.4 I/A35) � "v ONT ENTRY (SEE G5) EL. = "0 —0.'!'" , BA.GANOPY GHED BRIGK HEADER :E SECTION I/A2.1) A5TR6LA5 COLUMN IVER (#COL—E( :ICK VENEER :ICK ROWLOCK W/ TERED CORNER5 SLOPE TO DRAIN T.O. EL. = 102-41W, EL. = 100'-0" T.O. FINISHED FLOOR PRo.EGT TITLE 17- D— U N OO � O OLL LUQ Q O O Q z < LU O QLH z <� Lu LSI D w WIZ cz _ LL \J (,n v SHEET TITLE ENLARGED ENTRY ELEVATI ON5 I [2;_W �IJwfflG]:I 1� i �. liC r `Ilr. ' rr... • t1.15 12 2x6 RIDGE HOARD W/ SIMPSON+IU- HANGER- 2xb RAFTERS (MATCH WALL STUD 5PAGIN6) %" GYPSUM WALL BOARD PV TEXTURED 5URFA6E CEILING IN CORRIDOR BEY RRrO- , • ■CJI l�] BULKHEAD ABOVE OPENING SISTER NAIL 2x6 CEILING RAFTER TO STUDS IN WALL (2) 144"AZ' ML WOOD HEADER MAIL CENTER (SEE 5/A42) CONCRETE FLOOR SLAB P3J SCALE: fib" = P -O" 616NATLRE DATE 09402004 PRO.FLT NO. 04014 GAD R993MY. NO. AL)TOCAD 2005 RAT R9$t810E NO. NONE DRAWN6 SCALE 5M DRAWN6 REVr-40NS Qim tty Mat LaorAWadme° RPO.EGT nTLE Q- LOLN 00 O Lu l LuQ �Q O O V C)/Q Z < Lu o 0 �z ��- < C)/ aW z Lu �/ w z O DZ< LL BUILDING GROSS SEGTION SNWT MR -SM M GLA55 'A' SHINGLE OVER I5# FELT — %" APA RATED ROOF SHEATHING - DRIP ED6E DESIGNER 5ERIE5 D51R-8 GUTTER (SEE 6/A32) ---- 2x10 GONT. J-GOVER (SEE b/A32) ROMAN CORNIGE TRIM (SEE 6/A32) R-19 INSULATION - BRICK VENEER DONT. FLA5HIN6 TO EXTEND UP WALL A MIN. OF 12" ABOVE FINISHED FLOOR— CAVITY DRAINAGE FILLER W'x139 EL. 100'-0" T.O. FIN. FLR. WEEP VENT5 ® 24" O.G. SEE SHEET 51.2 FOR FOUNDATION SECTIONS D.5. GOLLEGTION TILE - SEE 51TE PLAN G 'e e � b d L d. ! d d a 12 6 INSULATION BAFFLE N/ MIN. Ilg" FREE AIR SPACE SET BETWEEN EACH TRUE{. R-30 INSULATION DOUBLE TOP -PLATE TRUSS TAIL (BY TRL155 MANUFACTURER) It?" PLYWOOD FIRE STOP ® 20' O.G. FASTEN TO TRU55 TAIL (SEE SECTION 4/A3.2) ACOUSTIC GEILIN6 TILE (SEE ROOM FINISH SCHEDULE ON SHEET A8.1) 2x6 STUDS ® 16' O.G. EXTERIOR 5HEATHIN6 N/ MOISTURE RESISTANCE BUILDIN6 NRAP 6YP5UM BOARD 4 MIL POLYETHYLENE VAPOR BARRIER R-19 INSULATION CLOSED CELL SILL SEALER Ib" EXPAN51ON JOINT a b d d 6 MIL VAPOR BARRIER OVER A MIN 4" GRANULAR FILL 2" R1610 FOUNDATION INSULATION _iN\ SEGTION © EXTERIOR 3- SCALE: 44" = 1'-0" GLA55 'A' SHINGLE OVER I5# FELT — %u APA RATED ROOF 5HEATHIN6 - DE516NER 5ERIE5 D5R-8 GUTTER (SEE 6/A32) EL. 112'-0" 2x10 GONT. J -COVER (SEE 6/A32) ROMAN CORNICE TRIM (SEE 6/A3.2) BRICK FLAT 6AU6ED ARGH — EL. 107'-b" STEEL LINTEL (SEE 5GHEDULE K ON SHEET 52.1)- 1 WINDOW UNIT (SEE SCHEDULE 00,. ON SHEET A -7.I) QBRICK VENEER z BEYOND FLASHING — BRIGK RONLOGK— BRICK VENEER EL. 102'-6" T.O. SILL GOVT. FLASHING TO EXTEND UP NALL A MIN. OF 12" ABOVE FINISHED FLOOR — CAVITY DRAINAGE FILLER EL. 100'-0" T.O. FIN. FLR. NEEP VENTS ® 24" O.G. SEE SHEET 512 FOR FOUNDATION SECTIONS D.5. COLLECTION TILE - SEE 517E PLAN 0 SIDEWALL SE 5GALE: 44" = 1'-0" d' INSULATION BAFFLE N/ MIN. Ill" FREE AIR SPACE SET BETWEEN EACH TRUSS. R-30 INSULATION DOUBLE TOP -PLATE TRU55 TAIL (BY TRU56 MANUFACTURER) R-19 INSULATION Y�" PLYWOOD FIRE STOP ® 20' O.G. FASTEN TO TRJ55 TAIL (SEE SECTION 4/A32) ACOUSTIC GEILIN6 TILE (SEE ROOM FINISH 5GHEDULE ON SHEET A8.1) WOOD HEADER (SEE 56HEOULE ON SHEET All) 2xb STUDS ® 16" O.G EXTERIOR SHEATHING N/ MOISTURE RE515TANGE 5UILDIN6 WRAP 6YP5UM BOARD 4 MIL POLYETHYLENE VAPOR BARRIER R-19 INSULATION OL05ED CELL SILL SEALER -LtI" EXPANSION JOINT b b MIL VAPOR BARRIER OVER A MIN 4" 6RANULAR FILL 2" RIGID FOUNDATION INSULATION WINDOW GLA55 'A' 5HIN6LE OVER I5# FELT — %" APA RATED ROOF 5HEATHIN6 - DRIP E06E DE516NER SERIES D5R-8 6UTTER (SEE 6/A32) EL. 112'-0" 2x10 GONT. BLOGKIN J-GOVER (SEE b/A3.2) ---� ROMAN CORNICE TRIM (SEE b/A32) R-19 INSULATION 2x6 5TUD5 ® 16" O.G. BRICK SOLDIER COURSE EL. 10-7'-1" B.O. HEAL WEEP HOLES N/ WICKS ® 1611 O.G. STEEL LINTEL - (SEE SCHEDULE ON SHEET 52.1) BRICK VENEER TURN -DOWN GONG. SLABS ® OPENING FLR. SEE SHEET 51.2 FOR FOUNDATION SECTIONS D.S. COLLECTION TILE - SEE 51TE PLAN b 12 6 INSULATION BAFFLE K/ MIN. p6" FREE AIR SPACE SET BETWEEN EACH TRUSS. R-30 INSULATION DOUBLE TOP -PLATE TRU55 TAIL (BY TRUSS MANUFACTURER) 1,1" PLYWOOD FIRE STOP ® 20' O.G. FASTEN TO TRU55 TAIL (SEE SECTION 4/A32) ACOUSTIC GEILIN6 TILE (SEE ROOM FINISH SCHEDULE ON SHEET A8.1) WOOD HEADER (SEE SCHEDULE ON SHEET A-7.10 ALUMINUM THRESHOLD SET IN FULL BED OF A5PHAULT MASTIC VZ" EXPANSION JOINT d a L b MIL VAPOR BARRIER OVER A MIN 4" 6RANULAR FILL 2" RIGID FOUNDATION INSULATION 3 SIDEWALL SECTION © DOOR 33/SCALE: 44" = 1'-0" 4 56ALE: 44" = 1'-0" RID6E VENTS (SEE ELEVATIONS A2.1)� GLA55 'A' 5HIN61 F5 OVER I5# FELT %" APA RATED ROOF 5HEATHIN6 2x8 RID6E5OARD—___l DBL. TOP PLATE b" TRIM BOARD 2x6 RAFTERS —� 2x4 JOISTS ® Ib" O.G- 55/4" FIBERGEMENT 510ING V2" SHEATHING FLASHING - DOUBLE 2x6 \ 8" TRIM BOARD FIRE ST 2x BLOGKING (GUT TO FIT) EACH FIRE STOP Vj" PLYWOOD FIRE STOP 0 20' O.G. FASTEN TO TRU55 TAIL IN PAINT COMPLETE IN51DE OF DORMER BLACK TYPICAL WINDOW (SEE SCHEDULE ON SHEET A1.1) 2x4 BEVELED SILL PLATE %" THRU BOLT ALL FOUR CORNERS DOUBLE 2xb BOTTOM PLATE %" APA RATED ROOF SHEATHIN6 TRU55 TOP CHORD SOLID BLOGKIN6 CORNERS N/ BOLT5 DOUBLE 2x6 BELOW TRU55 TOP CHORD 8" TRIM BOARD (HOLD ABOVE ROOF) DONT. FLASHING SECTION DORMER FRA 5GALE: 44" = 1'-0" TRU55 E ASSEMBLY 2x10 RAILIN6—,,. DE516NER SERIES ROMAN, MODEL # D5R-8� LINER AND BRACKET A55EMBLY---� 2" ROOF VENTING COVERED WITH MESH SGREEN--� 2x10 RAILIN6— ROMAN CORNICE TRIM WITH %" EXPAN51ON REVEAL JOINTS- ITNINWIa ILI; A; 4 rm SECTION @ GORNIGE FRAMING 5GALE: IV" = 1'-0" GOPM10HT i ON✓ERSHIP OF DOUN31TS 96NAIURE DATE 0963]004 PRO.SGT NO. 04014 GAD REFERENCE NO. AVTOGAD X005 PLOT R68tENGE NO. NONE DRAKN6 5GALE SEE DRANN5 :1ZA W,%'Z PRO.sxT TITLE Q- WN 00 O L LuQ l-� O O V C)/ 1(--u V W �z Lu O ( QW z < D LLI W= C/ Q SHEET TITLE WALL 5EGTION5 SHEET R94MR A5 0 PNC CONCENTRIC FLUE PRIME AND PAINT TO MATCH ROOFING FLASHING TOP PLY FLA514IN6 BASE PLY SECOND GUT MEMBRANE TOP PLY MEMBRANE BASE PLY FLASHING BASE PLY FIRST GUT TAPERED INSULATION 3/4" PLYWOOD DECKING NCMa DETAIL FER 50PREI1A NO. W/ql-Ib FURNAGF VENT THROeH ROOF SCALE: 3" = I �I ROOF PLAN SCALE: % = 1'-0" 4 GOPMW*rr ! OV*BtSH P OF DOUMMS 5SMATURE DATE 09f92004 PRO.EGT NO. 04014 GAD REFERENCE NO. AUfOGAD 2005 MOT REFERENCE NO. NONE DRMNS SCALE ISE DRAWING REVISIONS PROJECT nT E D- L N O 0 O La } LUQ Q O O V Q Z < Lu V W LU I Q LU < z < �n w Wz C LL v SWEET TITLE ROOF PLAN 4 ROOF DETA I LS 1 ENLAR6ED TOILET I 4-1)SCALE: �/4" = I' -O" ENLA SCALE: 4" = I �►% ENLAR6ED 14.1 SCALE: 4" ENLAR6ED TOILET 101 A4.1 SCALE: 1/4" = 1'-O" TOILET 11-7 �ENLAR6ED TO I LET EN 124 SCALE: 4" = 1'-0" "MIGROWAVE N.I.G.) ENLAR6ED e1 KITCHEN 15 SCALE: 4" = 1'-0" ENLAR6ED TO I LET 112 SCALE: 1/4" = 1'-0" Aql ENLAR6ED MEN 125 SGALE: 4 = O UNDER COUNTER REFRIGERATOR NOT IN CONTRACT MIGROWAVE q IN CONTRACT A4. I FULL SIZE REFRIGERATOR NOT IN GONTRAGT — _7 LO ENLARGED KITCHENETTE 125 SCALE: 4" = 1'-0" PLUMBING FIXTURE LEGEND ING-I WATER CL05ET - CHILD - 12" RIM HEIGHT Y46-2 WATER GLOSET - GHILD - 15" RIM HEIGHT WG -3 WATER GL05ET --ADULT HG - 18" RIM HEIGHT L -I WALL -HUNG LAVATORY L-2 SELF -RIM LAVATORY W/ VANITY 55-2 55 SINK - DOUBLE BASIN 55-3 55 SINK - TRIPLE BASIN WB WATER BUBBLER - OUTDOOR EWG WATER GOOLER - INDOOR M5 MOP SINK 65 GREASE SEPARATOR PLUMBING ACCE55ORY LEGEND AG -I LIQUID 50AP DISPENSER AG -2 MIRROR d FRAME AG -3 MOP S BROOM HOLDER AC -4 TOILET PAPER DISPENSER AG -5 PAPER TOWEL DISPENSER AC -6 GRAB BAR - GHILD AG-, GRAB BAR - ADULT na 1 FIXTURE PLAN SGALE:.b = I'—oil 0 COPYRI6W t 0144ER iIP OF DOCLRI i5 516NATRE DATE 09DB2004 PROJECT NO. 04014 CAD REFERENCE NO. AUTOCAD 2005 PLOT FENCE NO. NONE DRil SCALE 5EE DRAWING i i 1' / 1 11,111 r •c ..n . O�D l�l��li' UNT . III i 5HEET TITLE FIXTURE PLAN SHEET RA45m It BUILDING DATA PLAN 09.52004 PRO%T NO. NUMBER OF STUDENTS < 32 MONTHS OLD 36 AUTOCAD 2005 NUMBER OF STUDENTS > 33 MONTHS OLD 98 DRAKN6 SCALE TOTAL STUDENTS 134 TOTAL STAFF Ib TOTAL OGGUPANGY 150 WG -I j WATER GL05ET - GHILD - 12" RIM HEIGHT 5 WG -2 WATER GL05ET - GHILD - 15" RIM HEIGHT 4 WG -3 WATER GL05ET - ADULT HG - W' RIM HEIGHT 2 L -I WALL -HUNG LAVAT0RY (GHILD) 15 L -I WALL -HUNG LAVATORY (ADULT) 5 L-2 SELF -RIM LAVATORY W/ VANITY 3 55-2 55 SINK - DOUBLE BA51N 2 55-3 55 SINK - TRIPLE BA51N I WB WATER BUBBLER - OUTDOOR 2 EVC ELEGMG WATER GOOLER - INDOOR I M5 MOP SINK I AG -I LIQUID SOAP DISPENSER 5 AG -2 MIRROR 4 FRAME 2 AG -3 MOP E BROOM HOLDER I A6-4 TOILET PAPER DISPENSER II AG -5 PAPER TOWEL DISPENSER 5 AG -6 GRAB BAR - GHILD 5 AG --7 I GRAB BAR - ADULT 2 BU I LD I N6 DATA PLAN SCALE: %b" = 1'-0" 4 '...=.o- 516NATM5 DATE 09.52004 PRO%T NO. 04014 GAD REFERENCE NO. AUTOCAD 2005 PLOT REP82ENCE NO. NOW DRAKN6 SCALE SEE DRAWING LW 10 71 "llml Chiahty 7Lst LaatA Lde&ne PRO-EGT TITLE D— lL N O 0 O u l > v Q Q O C) O �J O Q z < Lu o W �s) �� <lily �c)-/ a �< z < W � Lu W = �LL SHEET TITLE BUILDING DATA PLAN 0