Loading...
HomeMy WebLinkAboutMULT DOCS - 04-00155 - Tuscany Place Apartments - Site Plan04/28/2004 00:03 2085525745 SAINSBURY CONST PAGE 03 04/28/2004 06:17 2085236922 �-- GS STRUCTURAL G $ S Structural Engineers 1600 John Adams Parkway sulfa 300 Idaho Falls, ID 83601 PAGE 01 Tshphone: (`M) M4018 E-MWI: gaedataway. Fax: (208) 5234022 ,April 28, 2004 #04061 Mr. Tom Sainsbury Sainsbury Consowdon 4697 N. Haroldsen Drive Idaho Falls, Idaho 83401 Re: Clubhousc- Studcat Housing Dear Mr. Sainsbury, TMs letter is to cerRtify that G &S Structural Engineers reviewed the use of the Simpson MST48 strap instead of the 2 Simpson GS 16 straps as called for on the dm wings. The SitRmn MST48 with art the boles filled with 10d nails will excoed the 2 Simpson CS 16 straps. If th= an any questions or if 1 can be of further assistance please don't hesitate to call. -.o ff A47 wA 1 4wA, -E l0a/ 14 ( Lt ap-6 frY! l �� L.v�t !`TG v �'�4i l� Rube 1.0 son /1 e) A A15A - ) world a44C-�h (0 4zv -b 0-' j -Eaei yhq &jo-v-jd �y76, * z- 1 /Z lx�o �JS. 04/20/2004 00:03 2005525745 SAINSBURY CONST PAGE 02 SAINSB UR Y CONSTRUCTION CO., INC. 4697 N. HAROLDSEN DR. IDAHO .FALLS, ID. 83401 (208) 529.4510 (208) 552 -5745 FAX Date:4 -26 -04 Val Christensen City of Rexburg Building Department 1.2 N. Center Rcxbu.rg, Idaho 83440 3593020 ext 326 Re: Tuscany place Apartments Yesterday during John Berry's framing inspection of the clubhouse lie questioned the use of MST straps and nailing verses the CS 16 straps that were called for on the plan. We did not see this as an issue because it is clearly an upgrade in strap size and nailing. However I aim enclosing a letter from G & S Structural. Engineers to confirm. this. Sincerely, C. Thomas Sainsbui President 04128/2004 00:03 2085525745 FAX COYER SHEET DATE; TO: ATTN: NUMB SAINSBURY CONST kc, PAGE 01 OF PAGES INCLUDING COYER PAGE: 3 FROM: -\, / A. .. 4897 NORTH HAROLDSBN DRIVE IDAHO FALLS, IDAHO 83401 208- 529 -4510 - 208 -552 -5745 G & S Structural Engineers 1600 John Adams Parkway Suite 200 Idaho Falls, ID 83401 Telephone: (208) 523 -6918 E -mail: gs @dataway.net Fax: (208) 523 -6922 April 21, 2004 #04061 Mr. Tom Sainsbury Sainsbury Construction 4697 N. Haroldsen Drive Idaho Falls, Idaho 83401 Re: Clubhouse - Student Housing Dear Mr. Sainsbury, W V41P �a NS This letter is to certify that G &S Structural Engineers reviewed the missing or mislocated Simpson STHD 14 holdowns. To replace the holdowns will require a drilled and epoxied in anchor bolt with a Simpson PHD6 -SDS3 holdown. Enclosed with this letter is Simpson PHD6 -SDS3 literature with minimum edge and end distances requirements. At this time, G &S will not be performing any construction observation. This letter and the Simpson literature apply only to the items listed above and do not cover any other structural aspects of the house; nor mechanical, electrical or architectural features. The design is intended for the construction of the above referenced residence and may not be used for future construction utilizing the same set of construction documents regardless of owner or lack of change. Due to the limited involvement and lack of control over both the drawings and the construction, G &S Structural Engineers is limiting our liability to $1700.00. If there are any questions or if I can be of further assistance please don't hesitate to call. �55 NAL FN �i 1STEq =DF� mice 1 , Robert . Gustafson SAN ng'Tie° CONNEdMAS 0 Maximum Allowable Uplift Load: 5860 Anchor Diameter: 7 /8 ' Installation: Use all specified fasteners. Refer to the current Wood Construction Connectors catalog for General Notes. End Distance Edge Distance PHD6 -SDS3 Installation A — Minimum End Distance and Minimum Edge Distance for Stemwalls �`" Aritihor /lp�l caton� . End Distance 2000 pstl;oncrete; °' 4 3000 siconcrete,, 4 4 Edge Distance 1 1 1 Adhesive Anchor — SET 7 /a ATR — 15 embed 7 /a ATR — 15 embed 7 /8 ATR —15 embed Adhesive Anchor — ET 7 /8 ATR — 15 embed 7 /a ATR — 15 embed 7 /a ATR —15 embed Adhesive Anchor — AT Not Applicable Not Applicable Not Applicable Mechanical Anchor Not Applicable Not Applicable I Not Applicable Cast -In -Place Anchor SSTB28 SSTB28 I SSTB28 Installation A — Minimum End Distance and Minimum Edge Distance for Slabs 'AnchorApplicatfon,' 2000 psl_ooncrete,� 3000 si concrete p p ,. ., 4000 sl concrete End Distance 4 /a 4 4 /a Edge Distance 1 1 1 Adhesive Anchor — SET 7 /8 ATR —15 embed 7 /e ATR — 15 embed 7 /a ATR — 7 embed Adhesive Anchor — ET 7 /e ATR —15 embed 7 /a ATR — 15 embed 7 /a ATR —15 embed Adhesive Anchor - AT Not Applicable Not Applicable Not Applicable Mechanical Anchor Not Applicable Not Applicable Not Applicable Cast -In -Place Anchor SSTB28 SSTB28 SSTB28 Installation B — Minimum Edge Distance Only ;�'� nchor,pppt�caton � End Distance �+ ,llUU ,rterete 11 ' F�OOa`�"� `� 11 t' UUU sloicgt 11 Edge Distance 13/4 1 1 Adhesive Anchor — SET 7 /e ATR — 6 embed 7 /a ATR — 6 embed 7 /s ATR — 6 embed Adhesive Anchor — ET 7 /s ATR — 7 embed 7 /a ATR — 7 embed 7 /a ATR — 7 embed Adhesive Anchor — AT 7 /e ATR — 7 embed 7 /8 ATR — 7 embed 7 /a ATR — 7 embed Mechanical Anchor Not Applicable Not Applicable Not Applicable Cast -In -Place Anchor SSTB28 SSTB28 SST828 Installation C — No Minimum End Distance and No Minimum Edge Distance 38 N. End Distance 11% 11% 11% Edge Distance 11% 11% 11% Adhesive Anchor — SET 7 /8 ATR — 3 embed 7 /e ATR — 3 embed 7 /a ATR — 3 embed Adhesive Anchor — ET 7 /a ATR — 7 embed 7 /a ATR — 7 embed 7 /e ATR — 7 embed Adhesive Anchor — AT 7 /a ATR — 7 embed 7 /e ATR — 7 embed 7 /a ATR — 7 embed Mechanical Anchor Not Applicable WA871 00 - 7 embed WA871 00 - 7 embed Cast -In -Place Anchor SSTB28 SSTB28 SSTB28 Stemwall Installation Slab Installation 4' CONC WALK d a 4 - II II =I III =IIII =IIII =III =_ R = 12" o IIII - IIII =IIII� =IIII -III "i IIII 18 . =IIII COMPACTED SUB -GRADE =II a IIII =IIII- SECTION N. T.S. f-1 EXISTING AT S W COR, 3rd. W.4 1h, S. 1.5' EXISTING FIBER OP77C LINES AND TELEPHONE LINE IN THIS AREA. RETAIN AND PR07ECT. BENCHMARK TOP NUT FIRE HYDRANT NORTHWEST CORNER OF 4th SClJ7H AND 2nd WEST ELEVATION = 100.00 SIDEWALK THE CI TYSOFUREXBURG. BE DONE IN ACCORDANCE W1111 4 t h SOU TH S T. (VIKING D Rl VE) o & REMOVE EXST CURB & WALK CO ST. R EXBURG STANDARD < 'I � F � �� v ALL RETAIN AND PROTECT ALL EXIS77NG UTILITIES COMMERCIAL APPROACH O R E PROPOSED FIRE HYDRANT EX /ST. SAN MH -N�-- DIRECTION OF DRAINAGE FLOW CITY of IDAHO FALLS 529 - 1250 INV. =92.29 X9 h DIG LINE 1 800 - 342 - 1585 0 EX /STING ELEVATION MATCH EX /ST. p� PROPOSED ELEVA TION X /ST. CURB - GUTTER CURB &GUTIER C. 0. CLEAN OUT - - �� --- - _---- - -_ - -- - __ __ APPR LOCA 6' W LIN fl a 5 T A K 1 7717 7, ..•�'�" LANDING ��• 1 29 MAX APPROX. LOCA 77ON 6' WA TER LINE ? INST, FRENCH DRAIN /2 \\ \ A' F0 F0 R /NG =98.00 r 1- 06.44 •�� GUY ANCHOR N " _° EAST "'•�'"' x: >` II , � � � � FRENCH DRAIN /7 W /OPEN GRATE 5 0 0 = . .� C GRATE 96.6 N _r" EX /ST. S 7 MH RING--97.19 18" INV. =92.44 - CONNECT 12" TO EXIST. M.H. W V.12" W. 93.94 00 CONC. CURB & GUTTER ti U J k INV! 12" OUT 94.53 0 - II 1 k o o Q SEE DETAIL o DUMPS7ER ..�'��_ FIN, GRADE 1 - 1/2 "t (W/ LIP FLAT) 2" s" W Q g 18.00' 22' DRIVE IN . 268 L.F. 12" ST. DRAIN IN LANDSCAPE 2 II -I CONC. CURB & GUTTER SUB -GRADE (W/ LIP FLAT) VARIES VAR /ES N OW A 22X N it I 2" ASPHALT PAVEMENT 1 - 1 2 "t 2" ASPHALT PAVEMENT S� S M• 0 h NEW 4'WALK R - 1' W EXT R/OR ACC US SL PE k SL PE 1 - - - - _ - - - 2" ASPHALT PAVEMENT o ROUE MAX. 5 > W 59 AX Q 2 59 AX N EXTE .IOR ACC S/BLE ti ? y 0 0,22% 25.33' ° n 4" REVEAL v� I O ( ANDING z k ROU MAX. 5 d 39.67 III " I J t Q o o W i 1 REMOVE EX IST. 4 SERV. I I I I I I I I q R -3" o . � � � MAX. � ; N o � C. O, II I REPA� /NE SAN. 41 o ;R= 3" CURB AND fi _a o p SLOPE SLOP GUTTER ,}6 " `' INV= 94.611 W III SERV. ®MIN. 1.00.E MAX. 2Z . 22 DRIVE y4 T. MAX 29 ' . > I! BLDG. NO. 1 IIII - IIII =IIII= HoRrz. a a SLOPE \ ELECTRIC METER B ~M II IIII_IIII =IIII= \ �� IIII -IIII= =I I III =1I I1 =1111 =1I I I I I1= III a As REQ D COMPACTED SUB -GRAD ` - _- 1ill_IIII COM � � Q x�o x - i 5,440 S. F. k' III IIII =IIII PACTED PHASE 1 II TYP. FLAT CURB 4 "OF GRAVEL ROAD BASE OVER 4" OF 3/4" GRAVEL x I 12" MIN. PlT RUN 4" OF 3/4" GRAVEL ROAD BASE OVER ~ I � 1 ROAD BASE OVER bS.., cp � I � I Q N. T S . 12" MIN. PIT RUN PIT RUN ELECTRIC METER S E C TI 0 N 12 MIN. -1 ��, j r� II 1 Z l,l H y TYPICAL TO I ALL ONSI TE CURB z J 3 0 U O O Q_ a Q Q 3 a J 00 CL k 0 U O O 4 4 Q 99'1 R. 0. Vt EX /ST. SAN MH . v� NSTAL 6" WA TERI Llh REMOVE EXIST. CURB &WALK & CONST. REXBURG STANDARD COMMERCIAL APPROACH I INST SAN. M.H.��ryry OVER �X /SANG 8" SAN. N ( LINE lNl!8' HS -90.66 INV!B' RING= , =9a 76 : FIRE HYDRA INV. 6" SERV. =94.10 INV MAINLINE =93.77 *DENOTES EXISTING 4" SAN. SERI/. TO BE REMOVED & NEW 6" SERV. TO PLACED IN SAME TRENCH PAVEMENT TO BE REPAIRED AS REQUIRED N SCALE: 1`-J0' 30" P/PE=9 O INV. 6" SERV. =99.00 INV. MAINLINE =98.66 EXIST. SAN MH RING = 105.29 INV. =99.30 -INV. 6" SAN. SERV =99.63 • 25.33' AND S70RM IN NO 7F h I © ALL f F "' i OPEN CURB 2, 594 S.F. N I / 3 ff FF =106.4 ) , N ADJUST WTR. L 01 ) E DIE ' -1 OPEN IN 6K SAN SERV. f WK WK TO DRAIN ( I 16 N AT DRAIN TO CLEAR 30" 5'R TO DRAIN IN = 100 .00. BK P PV' 2 • oo' Z 3.41' - - -- ---- - - - - -- 8X7 TYP. / Pv' o, 5'R- 3.5'R - X18 TYP. p DU MPSTE � SNOW 9fl � � 4 / r °� 9x18 TIP. F � q T O PIN R D 6" VERT. 9X T oW 'il I HOT T P 6" W. LINE x _ Q 9.4 20'R 15 R A A � N�P� KIN �9� Q � V CURB 5 5'R SN II W /6„ 'A VE L _ E _ / °/ k: TER LINE ' 9686 N Q '° , PA T T PANE RE y '_ - ' ' _ ` ' -9- - --�- -� - - - - - M - -_ °- �' II i CONST. REXBURG STAN ARD o N gE / r D D INST. SAN. M, H. J3 _ - - - - - - o - - o II o COMMERCIAL APPROACH N W /kE ZOE NO PARK /NG N 45 24 CONC. VALLEY DRAIN 45 ..g °_ o INST. 382 L. F. 8 SAN. 89 2.16.` R /NG -04.75 x + 12 1 -RAIN �� �� \ � \ INV,Q' 9900 � ` " " 53 L.F.® 0.22 VAL N PAVEME J \ _ -- START VA v, N " N JI In pP END VALLE RAIN / -- INSTALL 6x6 IN PAVMT. P P M ` ll °' S'R �' v Df T R LlN � T E /6 VA VE INST. HYD. W a SN pW \ P . S 8 15 L & TEE "fl PTC oWr \ o 1-c + SN . II 0.6 x _ , L 4 .7.9 k - ,, 's �., STM. M.H.�4 r '- ... +�La � � �C � � - - - •- '"" . F•T 1 �E ca ` _. - - - - - - - - - -'" _'• e,:r - I �- ,. 660 WEST r1 INST. M = ° -s �' =011 GRATE =f01.70 -®4 rte. _ _ _ _ _ PAVMT. TO BE PAINTED RED GRATE 102 30 I k =. INS APPROVED B T. LETjp2 / INV!30'lVdcW 97.73 ®,01.709 3 �' FIRE ZONE NO PARKING - INV. 12" S =98.19 „ / n �`' �•- _ _ 20 DRIVE ONE WAY o zj CITY OF REXBURG J / OPEN DITCH x INS T. HYD. W /6" VALVE &TEE 3 EXIS77NG RETAINING WALL O REVISED 5- 03 -G•4 WIDEN DRIVE TO 22' ADD WALK & CHANGE PARKING COUNT 3 / MATCH EX /ST PAVEMENT I rj CZ ­j NEW CITY CURB &GUTTER Revision (3-18-04) RE d RE1/ISED 4 -19 - ©4 TO SHOW PHASE 2 TOP 30" PIPE z� Z 3 REVISED PARKING STALLS &DRIVE WIDTH DATE.• SYMBOL LEGEND 2" ASPHALT PAVEMENT wz -- SLOPE 0 MIN. 2.00' 1 - -- PHASE 2 SITE PLAN FC EX /STING INLET BOX 1 %M1l. --- EX /STING TRANSFORMER 0 EXIS77NG POWER POLE - - - - -- - - - - - -- ® 0 � EXIS77NG TELEPHONE BOX "w TO INCLUDE PHASE 2 a 0 EXISTING UTILITY MANHOLE "-6" OF 314 GRAVEL Q PROPOSED UTILITY MANHOLE ANEW STUDENT HOUSING CC SANITARY OR STORM SEWER ¢ z �W TOTAL AREA OF SITE = 126,324 (PRIVATE LINE) 4 BAR CONT. QQe WATERLINE (PRI VA 7E LINE) NOT EXISTING FIBER OP77C LINES AND TELEPHONE LINE IN THIS AREA. RETAIN AND PR07ECT. BENCHMARK TOP NUT FIRE HYDRANT NORTHWEST CORNER OF 4th SClJ7H AND 2nd WEST ELEVATION = 100.00 SIDEWALK THE CI TYSOFUREXBURG. BE DONE IN ACCORDANCE W1111 4 t h SOU TH S T. (VIKING D Rl VE) o & REMOVE EXST CURB & WALK CO ST. R EXBURG STANDARD < 'I � F � �� v ALL RETAIN AND PROTECT ALL EXIS77NG UTILITIES COMMERCIAL APPROACH O R E PROPOSED FIRE HYDRANT EX /ST. SAN MH -N�-- DIRECTION OF DRAINAGE FLOW CITY of IDAHO FALLS 529 - 1250 INV. =92.29 X9 h DIG LINE 1 800 - 342 - 1585 0 EX /STING ELEVATION MATCH EX /ST. p� PROPOSED ELEVA TION X /ST. CURB - GUTTER CURB &GUTIER C. 0. CLEAN OUT - - �� --- - _---- - -_ - -- - __ __ APPR LOCA 6' W LIN fl a 5 T A K 1 7717 7, ..•�'�" LANDING ��• 1 29 MAX APPROX. LOCA 77ON 6' WA TER LINE ? INST, FRENCH DRAIN /2 \\ \ A' F0 F0 R /NG =98.00 r 1- 06.44 •�� GUY ANCHOR N " _° EAST "'•�'"' x: >` II , � � � � FRENCH DRAIN /7 W /OPEN GRATE 5 0 0 = . .� C GRATE 96.6 N _r" EX /ST. S 7 MH RING--97.19 18" INV. =92.44 - CONNECT 12" TO EXIST. M.H. W V.12" W. 93.94 00 CONC. CURB & GUTTER ti U J k INV! 12" OUT 94.53 0 - II 1 k o o Q SEE DETAIL o DUMPS7ER ..�'��_ FIN, GRADE 1 - 1/2 "t (W/ LIP FLAT) 2" s" W Q g 18.00' 22' DRIVE IN . 268 L.F. 12" ST. DRAIN IN LANDSCAPE 2 II -I CONC. CURB & GUTTER SUB -GRADE (W/ LIP FLAT) VARIES VAR /ES N OW A 22X N it I 2" ASPHALT PAVEMENT 1 - 1 2 "t 2" ASPHALT PAVEMENT S� S M• 0 h NEW 4'WALK R - 1' W EXT R/OR ACC US SL PE k SL PE 1 - - - - _ - - - 2" ASPHALT PAVEMENT o ROUE MAX. 5 > W 59 AX Q 2 59 AX N EXTE .IOR ACC S/BLE ti ? y 0 0,22% 25.33' ° n 4" REVEAL v� I O ( ANDING z k ROU MAX. 5 d 39.67 III " I J t Q o o W i 1 REMOVE EX IST. 4 SERV. I I I I I I I I q R -3" o . � � � MAX. � ; N o � C. O, II I REPA� /NE SAN. 41 o ;R= 3" CURB AND fi _a o p SLOPE SLOP GUTTER ,}6 " `' INV= 94.611 W III SERV. ®MIN. 1.00.E MAX. 2Z . 22 DRIVE y4 T. MAX 29 ' . > I! BLDG. NO. 1 IIII - IIII =IIII= HoRrz. a a SLOPE \ ELECTRIC METER B ~M II IIII_IIII =IIII= \ �� IIII -IIII= =I I III =1I I1 =1111 =1I I I I I1= III a As REQ D COMPACTED SUB -GRAD ` - _- 1ill_IIII COM � � Q x�o x - i 5,440 S. F. k' III IIII =IIII PACTED PHASE 1 II TYP. FLAT CURB 4 "OF GRAVEL ROAD BASE OVER 4" OF 3/4" GRAVEL x I 12" MIN. PlT RUN 4" OF 3/4" GRAVEL ROAD BASE OVER ~ I � 1 ROAD BASE OVER bS.., cp � I � I Q N. T S . 12" MIN. PIT RUN PIT RUN ELECTRIC METER S E C TI 0 N 12 MIN. -1 ��, j r� II 1 Z l,l H y TYPICAL TO I ALL ONSI TE CURB z J 3 0 U O O Q_ a Q Q 3 a J 00 CL k 0 U O O 4 4 Q 99'1 R. 0. Vt EX /ST. SAN MH . v� NSTAL 6" WA TERI Llh REMOVE EXIST. CURB &WALK & CONST. REXBURG STANDARD COMMERCIAL APPROACH I INST SAN. M.H.��ryry OVER �X /SANG 8" SAN. N ( LINE lNl!8' HS -90.66 INV!B' RING= , =9a 76 : FIRE HYDRA INV. 6" SERV. =94.10 INV MAINLINE =93.77 *DENOTES EXISTING 4" SAN. SERI/. TO BE REMOVED & NEW 6" SERV. TO PLACED IN SAME TRENCH PAVEMENT TO BE REPAIRED AS REQUIRED N SCALE: 1`-J0' 30" P/PE=9 O INV. 6" SERV. =99.00 INV. MAINLINE =98.66 EXIST. SAN MH RING = 105.29 INV. =99.30 -INV. 6" SAN. SERV =99.63 • 25.33' AND S70RM IN NO 7F h I © ALL f F "' i OPEN CURB 2, 594 S.F. N I / 3 ff FF =106.4 ) , N ADJUST WTR. L 01 ) E DIE ' -1 OPEN IN 6K SAN SERV. f WK WK TO DRAIN ( I 16 N AT DRAIN TO CLEAR 30" 5'R TO DRAIN IN = 100 .00. BK P PV' 2 • oo' Z 3.41' - - -- ---- - - - - -- 8X7 TYP. / Pv' o, 5'R- 3.5'R - X18 TYP. p DU MPSTE � SNOW 9fl � � 4 / r °� 9x18 TIP. F � q T O PIN R D 6" VERT. 9X T oW 'il I HOT T P 6" W. LINE x _ Q 9.4 20'R 15 R A A � N�P� KIN �9� Q � V CURB 5 5'R SN II W /6„ 'A VE L _ E _ / °/ k: TER LINE ' 9686 N Q '° , PA T T PANE RE y '_ - ' ' _ ` ' -9- - --�- -� - - - - - M - -_ °- �' II i CONST. REXBURG STAN ARD o N gE / r D D INST. SAN. M, H. J3 _ - - - - - - o - - o II o COMMERCIAL APPROACH N W /kE ZOE NO PARK /NG N 45 24 CONC. VALLEY DRAIN 45 ..g °_ o INST. 382 L. F. 8 SAN. 89 2.16.` R /NG -04.75 x + 12 1 -RAIN �� �� \ � \ INV,Q' 9900 � ` " " 53 L.F.® 0.22 VAL N PAVEME J \ _ -- START VA v, N " N JI In pP END VALLE RAIN / -- INSTALL 6x6 IN PAVMT. P P M ` ll °' S'R �' v Df T R LlN � T E /6 VA VE INST. HYD. W a SN pW \ P . S 8 15 L & TEE "fl PTC oWr \ o 1-c + SN . II 0.6 x _ , L 4 .7.9 k - ,, 's �., STM. M.H.�4 r '- ... +�La � � �C � � - - - •- '"" . F•T 1 �E ca ` _. - - - - - - - - - -'" _'• e,:r - I �- ,. 660 WEST r1 INST. M = ° -s �' =011 GRATE =f01.70 -®4 rte. _ _ _ _ _ PAVMT. TO BE PAINTED RED GRATE 102 30 I k =. INS APPROVED B T. LETjp2 / INV!30'lVdcW 97.73 ®,01.709 3 �' FIRE ZONE NO PARKING - INV. 12" S =98.19 „ / n �`' �•- _ _ 20 DRIVE ONE WAY o zj CITY OF REXBURG J / OPEN DITCH x INS T. HYD. W /6" VALVE &TEE 3 EXIS77NG RETAINING WALL O REVISED 5- 03 -G•4 WIDEN DRIVE TO 22' ADD WALK & CHANGE PARKING COUNT 3 / MATCH EX /ST PAVEMENT I rj CZ ­j NEW CITY CURB &GUTTER Revision (3-18-04) RE d RE1/ISED 4 -19 - ©4 TO SHOW PHASE 2 TOP 30" PIPE z� Z 3 REVISED PARKING STALLS &DRIVE WIDTH DATE.• N. T. S. j Q � x MI PV• 4,,m, ° III y 8' S 8' x it I W I 8' VAN 18.14 mI I NOTE.- BACK OF WALK TO BE 2 5.00' INSTALL NEW 5' 0.10 ABOVE FRONT OF • 1 CITY SIDEWALK I I I WALK A 5' WALK VARIES 5' VAR /ES TOP BK OF A CURB STANDARD CAST IRON � I ND FR ONT OF WALK 5, /P Soo AX, MAX. B RONT CURB T. SAN MH , REINFORCED LID RING W/TH OPEN GRATE M 5.00% --- WALK 9X18 TYP. EX /S /I \ I TOP GRATE = 96.6 FLOWL /NE LANDING - ` _ (HS 25 LOADING) LIP I 8' SLOPE 9X18 TYP.( U III - - - MAX. 27, d 22' DRIVE `: ; . . ® 25.33' 9X18 TYP 9X18 TYP W 00 0 000 o ACCE SSIBILITY DETAIL WITH CUR 1 5 9 � Q o 0 ,�b o Oo _ �00 8 g on 000 NOT TO SCALE o © © + J� EX /ST. SAN MH OO.O' .O 8 OOo _ o --- - - - - -- 00.04 TWO LAYERS TI 6 M / 0 O Q O o S7EPS /N WALK - - - 39 - - - 7 PLASTIC SHEETING BETWEEN - � J PIT RUN GRAVEL &COARSE COARSE ROCK BACKF /LL , D D `/�� 0 BASE MATERIAL � L. OO�p 0 OO�p ER 0 Cv o x a r III 00 00 PRE-CAST PERFORATED CONCRETE 2" MIN. TO 6" MAX. ` ` � 6 6 � I � fl � 7 0 0 QOQ 0� BARREL SECTIONS 12" STORM SEWER OUTLET III EX /ST. INLET COARSE ROCK BACKF /LL 0 O 0 0 D TO EXIST. M.H. nnp 0 n l<J> D I I � II I X I &L ", pir'F 0 u INV!12" OUT =94.53 a� ` 1j N ryep IE�A(� INV. EX /ST. � �l� .1� p �OQO + _ x u �y•- o III r -, � 8' �QOOo OOo srM INSTALL M.H. oVE GUTTER &INSTALL NEW M.H.#1 REMOVE EXIST. CURB & `uV� k l � II I� OD 0 a 0 a fle I N LINE n RING =03.00 II ( CITY STANDARD CURB & O O o # 1 A EXIST 80" STM LIN GUTTER 5' WEST OF EXISTING 0 �p 0 �p . n�� r� rl �0� n R o + L INER GEOTEXTILE 00 00 x� flfl r sA NpON 3p (M/RAF1 500 X OR EQUAL) (� ( r 0 Opp` - flfl A _ G , o 5' A REMOVE BLDG.NO. 2 ° 00 ;/,310 o a Q�Ooa 0 0�Ooa o 0 oa000 o ° 8.0 0 0 ''� EXIST. INLET S , 440 S.F. 0 O O O B (FF= 103.5) 0 5.00 PHASE 1 W FRENCH D RA I N DETAIL 5 ' l;9 fl� C 99' R.o.W N ° �fl� INST, 5 STM. M.H. ' III 5 / "" / W /OPEN INLET ` 7 x ZO x // " N GRATF_=01.70 0° I I 8 I I 11O 1NU30" =98.00 s r I Q I I / AIN •�v STEPS IN WALK I BK WK I & C.O G =04.80 . v /N H II I ', l RETAIN & PROTECT o" STOP �� C ONS x fl2 ® s /NV = 101.00 I N� =98. I� SAN. x _ _ _ - 4.41 SERV 0 2.1OX l EX /ST. INLET TI EX 'S ` 25. IC 04 . 1 p INST. STORM INLET3 1 / ACT E 5✓ �� /NST�� STM DR. � III REPAIR EX /ST. S7REE N P ' - 100.90 0 k `� l & pRO �� N P INS I. S . M.H. 0 0.065X III EX /ST. WATER METER RETAIN &PROTECT 30 I R � / �', P GRATE= 4.65 _ fi STORM DRAIN ! -- - - - - -- �0. NOTE': nq; �L 6 Y I u T ADJUST W7R �r fy� , qfl . LIN DEPTH -� flk,a I /9 + c�' 31.18' m S NOW /fl1�. N V 475.00 h �, 1N 100.70 �� Ilv " B TO CLE R 30 P E NI crS , x REM�� XIS_ SERV. �o - - - - -- 3.41' a , -I 4 O N 136 I----- - - - - -- - - ---- -- -- ��- ----- " +REPAIR W/NEW 6 SAN. o N 8X1 TYP. 10 1 -1 2" W. SERV. 9.33 1 PHASE 1 1 -1/2 W. SERV. /a r _ -1 I SERV. ®1.13. 5N ° IOI BLDG, ND. 4 / W 19 - _ ' W PHASE 2 6 W FIRE LINE STEPS IN WALK BLDG. NO. „ K I 22 J PHASE 1 SNO (FF= 104.77) INSTALL 6x6" i 5 3795 F 6 W. FIRE LINE 00 ^ STUDENT REC. BLDG. m , Lfl Q 42 EXPOSED " 0.73' EXPOSED WALL FF =105.4 I i N & APT. MANAGER I a W TEE W/6 VALVE I ( ) �� Q / o REVISED TO INCLUDE PHASE 2 wz -- SLOPE 0 MIN. 2.00' 1 - -- PHASE 2 SITE PLAN FC LAND USE t< k� - - - - -- - - - - - -- REVISED "w TO INCLUDE PHASE 2 a ---- -- - --- cozW N = ANEW STUDENT HOUSING CC PARKING ¢ z �W TOTAL AREA OF SITE = 126,324 SQ. FT. 100 QQe PATCH PAVEMENT TO MATCH EX /STING PAVEMENT TUSCANY PLACE PHASE 1&2 =284 STUDENTS AREA IN BUILDINGS =2,312 SQ. FT. =19% OF SITE VAR /ES APPROX.6' REXBURG IDAHO 109 @8X15 COMPACT SPACES =38% AREA IN PAVEMENT AND WALKS =78 14 8 S Q . F T. - - 61 � 0 F SITE " 176@9X18 REGULAR SIZE = 6 2 AREA IN LANDSCAPE = 24,013 =19.7 OF SITE SECTION C scale: 1 =30 Drawn: L.E.H. Date: FE Date: FEB. 2003 Checked: Date: 279 TOTAL PARKING SPACES PROVIDED SNOW STORAGE 10.7% OF PAVED AREA N. T.S Mountain River Engineering (208 52 1020 Lincoln Road FAX: (208) 529 Idaho Falls, Idaho 83401 E -Mail: Job" r-r-1-16i r-1-16i N. T. S. j Q � x MI PV• 4,,m, ° III y 8' S 8' x it I W I 8' VAN 18.14 mI I NOTE.- BACK OF WALK TO BE 2 5.00' INSTALL NEW 5' 0.10 ABOVE FRONT OF • 1 CITY SIDEWALK I I I WALK A 5' WALK VARIES 5' VAR /ES TOP BK OF A CURB STANDARD CAST IRON � I ND FR ONT OF WALK 5, /P Soo AX, MAX. B RONT CURB T. SAN MH , REINFORCED LID RING W/TH OPEN GRATE M 5.00% --- WALK 9X18 TYP. EX /S /I \ I TOP GRATE = 96.6 FLOWL /NE LANDING - ` _ (HS 25 LOADING) LIP I 8' SLOPE 9X18 TYP.( U III - - - MAX. 27, d 22' DRIVE `: ; . . ® 25.33' 9X18 TYP 9X18 TYP W 00 0 000 o ACCE SSIBILITY DETAIL WITH CUR 1 5 9 � Q o 0 ,�b o Oo _ �00 8 g on 000 NOT TO SCALE o © © + J� EX /ST. SAN MH OO.O' .O 8 OOo _ o --- - - - - -- 00.04 TWO LAYERS TI 6 M / 0 O Q O o S7EPS /N WALK - - - 39 - - - 7 PLASTIC SHEETING BETWEEN - � J PIT RUN GRAVEL &COARSE COARSE ROCK BACKF /LL , D D `/�� 0 BASE MATERIAL � L. OO�p 0 OO�p ER 0 Cv o x a r III 00 00 PRE-CAST PERFORATED CONCRETE 2" MIN. TO 6" MAX. ` ` � 6 6 � I � fl � 7 0 0 QOQ 0� BARREL SECTIONS 12" STORM SEWER OUTLET III EX /ST. INLET COARSE ROCK BACKF /LL 0 O 0 0 D TO EXIST. M.H. nnp 0 n l<J> D I I � II I X I &L ", pir'F 0 u INV!12" OUT =94.53 a� ` 1j N ryep IE�A(� INV. EX /ST. � �l� .1� p �OQO + _ x u �y•- o III r -, � 8' �QOOo OOo srM INSTALL M.H. oVE GUTTER &INSTALL NEW M.H.#1 REMOVE EXIST. CURB & `uV� k l � II I� OD 0 a 0 a fle I N LINE n RING =03.00 II ( CITY STANDARD CURB & O O o # 1 A EXIST 80" STM LIN GUTTER 5' WEST OF EXISTING 0 �p 0 �p . n�� r� rl �0� n R o + L INER GEOTEXTILE 00 00 x� flfl r sA NpON 3p (M/RAF1 500 X OR EQUAL) (� ( r 0 Opp` - flfl A _ G , o 5' A REMOVE BLDG.NO. 2 ° 00 ;/,310 o a Q�Ooa 0 0�Ooa o 0 oa000 o ° 8.0 0 0 ''� EXIST. INLET S , 440 S.F. 0 O O O B (FF= 103.5) 0 5.00 PHASE 1 W FRENCH D RA I N DETAIL 5 ' l;9 fl� C 99' R.o.W N ° �fl� INST, 5 STM. M.H. ' III 5 / "" / W /OPEN INLET ` 7 x ZO x // " N GRATF_=01.70 0° I I 8 I I 11O 1NU30" =98.00 s r I Q I I / AIN •�v STEPS IN WALK I BK WK I & C.O G =04.80 . v /N H II I ', l RETAIN & PROTECT o" STOP �� C ONS x fl2 ® s /NV = 101.00 I N� =98. I� SAN. x _ _ _ - 4.41 SERV 0 2.1OX l EX /ST. INLET TI EX 'S ` 25. IC 04 . 1 p INST. STORM INLET3 1 / ACT E 5✓ �� /NST�� STM DR. � III REPAIR EX /ST. S7REE N P ' - 100.90 0 k `� l & pRO �� N P INS I. S . M.H. 0 0.065X III EX /ST. WATER METER RETAIN &PROTECT 30 I R � / �', P GRATE= 4.65 _ fi STORM DRAIN ! -- - - - - -- �0. NOTE': nq; �L 6 Y I u T ADJUST W7R �r fy� , qfl . LIN DEPTH -� flk,a I /9 + c�' 31.18' m S NOW /fl1�. N V 475.00 h �, 1N 100.70 �� Ilv " B TO CLE R 30 P E NI crS , x REM�� XIS_ SERV. �o - - - - -- 3.41' a , -I 4 O N 136 I----- - - - - -- - - ---- -- -- ��- ----- " +REPAIR W/NEW 6 SAN. o N 8X1 TYP. 10 1 -1 2" W. SERV. 9.33 1 PHASE 1 1 -1/2 W. SERV. /a r _ -1 I SERV. ®1.13. 5N ° IOI BLDG, ND. 4 / W 19 - _ ' W PHASE 2 6 W FIRE LINE STEPS IN WALK BLDG. NO. „ K I 22 J PHASE 1 SNO (FF= 104.77) INSTALL 6x6" i 5 3795 F 6 W. FIRE LINE 00 ^ STUDENT REC. BLDG. m , Lfl Q 42 EXPOSED " 0.73' EXPOSED WALL FF =105.4 I i N & APT. MANAGER I a W TEE W/6 VALVE I ( ) �� 4 _ _-..._ __._.___.__ ... ................_ ... ........ __ ...... .______. -__ " -_ CCNVC WALK 2' ASPNAL T PAVEMENT - Ilil IIl1 _ :1111 1111* 11� �� F2" 0 ✓ I I l i= 1111 - I I I I. -1111 - III � � 18 • =11i1 ��. COMPACTED SUB - GRADE' -6 OF 314" GRAVEL SYMBOL LEGEND ❑ EXISTING INLET BOX ® EXIS77NG TRANSFORMER 0 EXISTING POWER POLE ® EXIS77NG TELEPHONE BOX O EXISTING UTILITY MANHOLE QQ PROPOSED UTILITY MANHOLE SANITARY OR STORM SEWER EXIS77NG F78ER OPTIC LINES AND TELEPHONE LINE IN THIS AREA. RETAIN AND PROTECT. BENCHMARK TOP NUT FIRE HYDRANT NORTHWEST CORNER OF 4th SOUTH AND 2nd WEST ELEVA *ION = 100.00 (PRIVATE LINE) REXBURG STA INV 6" SER PT7 RUN ARD SAN MH SE - #4 BAR con TT I WATERL /NE (PRIVATE LINE) ��- 9 U �{ ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH REMOVE EXIST. CURB & WALK /"� SIDEWALK THE CITY OF REXBURG 4th SOUTH S T. t VIKING DRIVE) & CONST. REXBURG STANDARD ` g 0� N. T S. RETAIN AND PROTECT ALL EXISTING UTILITIES. COMMERCIAL APPROACH FAO R E EXIST STM MH PROPOSED FIRE HYDRANT � RING =97.19 EXISTING AT S W COR. 3rd. W.4 Ih, S ITY of IDAHO FALLS 529 -1250 EXIST MH---,,, 18" INV. =92.44 DIG LINE 1- 800 - 342 -1585 IN V. = 92.29 „ 0� EXISTING ELEVA TiON � MATCH EXIST. 0 EXIST. CURB- GUTTER CURB & GU TIER w pP`I PROPOSED ELEVATION CONNECT 12" TO EXIST. M. H. INV.12" W. 93.94 C. 0. CLEAN OUT APPR LOC H T7 ON 6' W LIN - a I I 1 I I t I 1 # f I I ;I I t 1 I I 1 l I ! I i.ANDFNG "�� � F0 � 2 MA APPROX. LOCATION 6' WATER LINE �' INST. FRENCH DRAIN j? GUY ANCHOR �- 5' o I FRENCH ORA/N j1 W /OPEN C tA7F 0 RING- 9a 00 = EAST 1.55.00 2I GRATE =96. S w W INV. 12 OUT -94.53 coNC. curie currfR SEE DET h UMPSTER of ( N 171 EIN. GRADE ,W/ LIP fLAT) 1 i. _ _ -._ L_F. 11 ST DRAIN 1 EXIST. FIRE HYDRA 1 12 CON CURP y OTTER ' t C AT 0.22% ° IN i ANDSCAPE � � A � -_ __� > I w y j II , __._.. 1 - tW %1 iLAT; VA N it __. --- ✓ArtIf - � �0'N r+ 2 r I � - :2 - 3 ' � -< A-;r HAL' CAVEMEN: � - , _ .. _. -. ? i ASPNAL . RAVE MfNr , k' I �.; ," EXT RLOF A L' S`i18LE >L Pf x. x i Ff + - rz *. - -- -- -- - - - -- -- -._- .. -.... - -. _ R 1 R(:7L1 £ MAX 5 - Q A , [1' . fv r 1.. X'E OR Af .,f1:.;,€ i L 0o. -- - - _ - --------- - _ t - v �4lAX 5�A,. _ I L ASFHAL7 PA Vf MFN7_ -__- .. -s" REVS AT � `^ 71 LAN LNG fi " ( O O ROU MA.Y' /// - -- a . � - 111 �; � � � -- � ! � � � � f � -- � �, � � ) ) EMOVE 1ST. 4 � SERV. MAX. 1 � o - - -- - - -- - ,.._ -, - - - - - C. O. ii EPA1R/1VEW 6 SAN. I „ _ ANL T La ) INV. .I ! SERV ® MIN. 1.00% �F NV. _ - - -- i!' - - - - - �� -t4 NTMAXE INV. MAINLINE -93.77 SLOPE � ✓ V II ! ELECTRIC METER BLDG. N0. 1 A> RF(. U k k IIII ill `� 5, 440 S. DENOTES EXISTING 4" SAN SERV. , ---, yy CO MPACT ED EZ) SUB- GRADE ' - - I i l I i T = 100.5) t/ + � FF ... r0OWPACTED SUB GRADE ��� V. BE REMOVED &NEW 6 SER 4 O f 314 GPAb£i �, PHASE 1 III TO PLACED IN SAME TRENCH TYP. FLAT CURB p READ PAS �,rP �� II I L � 11- AVIV PIT RON 4 OF 3, GRAVEL 3�4 ,�rA I �� > ,� r PAVEMENT TO BE REPAIRED AS ROAD BASE N. T S OVER ROAD % "!� - II z REQUIRED • IN. ROAD BA>E IVER SECTION 72 MIN PIT R ELECTRIC METER ' )2 M `� TYPICAL TO ALL ONSI TE CUR � N U B nl N I vy, K N. T. S. !; - - B' VAN i i , III W i ail ^ i N07F RACK of WALK TO aE -.. �� loo' � d INSTALL NEW 5' 0 10 ABOVE FRONT (y 1 - CITY SIDEWALK WA I it LK A 5 WALK { VARIES 5' ! VAR!E - \ i2 f IE OP 4K CF �FRB - - -- -_ -�..0 - - - -- AND T R(>N' r WALK k I ! F S �l1gY 2 %MAX o MAX -. AND Fn <)1 ✓ Jt '- TOP SK, - 5 ANDARC, c AS ON AND N % - - WAL 9X18 TYP. \ - -- _.._ 7 I _ PING• WI Tit OP'f - N GRATE - - - I REINI tX'CED 10 F i�W [N EXIST. SAN MH L L (H .S 25 1 OA DING) / TOP GRADE = 96.5 - - -- r �� - -. -. _ _ - 1 ' - sxta TYP 1 f` r 100 a - ; ____- _ - �- � _ - 1z��z� �s � 9X1 TYP. 9X18 TYP. ACCESSIBILITY DETAIL WITH CURB - '- X5.3.3 W N 0 O Qo (� { .f u C� A i �x� o ° - o NOT TO SCALE o i EXIST. SAN MH CJ� _ OOo - -- - __�cr v.., Q � _ wo CATERS OF s MIL_ STEPS 1N WALK PLASTIC SHEETING BET 7 9 s7 1 N I i =I WEEN % P! I RUN GRAVEL C COARSE \ ` \ COARSE ROCK BACKF7L L � l � rJ \, � I r I J ,•+ BA DER {ORA 7FD SE MATERLAL. (7{ II I- SCALE. 1 =30 j / r' �.. - + PRE casr coNCRErE � ---.. ._ ----' - --- - -._..._ - .-- ---- I I ' . Imo 25. .S _.�,,. N I O O �Q�, O _ -_- - - ----- - _ I . EXIST. INLET 2" MIN 70 6" MAX - - 1 ,Q� ` BARREI "EC t k � \� i /1 r-�OV - - .� 2 STORM S£W£R C)07LET COARSE ROCK BACKF; II ' LL �- L , 1 ) 1 l'' ?0 FxfST M x -�- k I r ' o (NIL.. % c ,►(. ` j 75� _ ___ _ _ N i INv. EXIST. 30" PIP£ =98.20 U INV.12" OUT =94.53�� 1� �. L,� � - - - - 0 Q u - c REMOVE EXIST. CURB & E INSTAL M.H. OVER c i I GUTTER & INSTALL NEW `� D< t 1 ^` �� i (1 _< kJI h IN RAI SIN xisT .0DSTM GUTTER 5' WEST EXIS77NG L c CITY STANDARD CURB & cEOrExnLE LINER OC G< J N 3 c TING (MIRAfr 500 x OR EQUAL) _ AN O Q V. =9B t c �I Z f.� 'C�� / AB D P �• / ��__h�1 �� 1 11 -- 1 f� �, - - - -- I c Q'r° �aC 1 -- 1 = - \_. i �,15 c REMOVE Q �, BLDG. N0. 2 i o _k 1 EXIST. INLET 5 440 S �. c ao�Co� _ III - � OW B (FF PHA SE 1 103.5) � 00 � -- -- - �� �/ �� _ FRENCH DRAIN DETAIL ��-- C INST. 5' ATM. M.N. b3 < <� A I __..___- ll 1 ._ R O W V U N. T S. �--�'' W /OPEN INLET \ g N Q) GRATE =01.70 \ \ •S a I - - - - -- ^ q - p D RAIN c � S"(Rv STEPS IN WALK 8K WC i p"� sr. - sTM. H. H tNV. MAINLINE =98.66 N i V. -99.00 -�'''� N INV.= 101.00. �= ae T 7 L.F 6" SAN. / RETA /N & PROTECT M STORM c O ---- -- ---- 4� I EXIST. INLET nNG 0 c/ 2 G - - -- - - - - - -� ls. �__. {,�: REPA ® 1ST. 0 S77?EE ^ IGRATST 1°R,0. o� I PRO CT c N AC>� t IN T ®O. (36X N I 'INST. S M.H. N i EXIST. WATER METER INV. 12" S-98.30 RETAIN &PROTECT 30 I RETAIN( - P GRATE= .s5 - - - . -- -- - __ -- EXIST. SAN MH STORM DRAIN NOTE . ray. =se ::I `' i _ .. 09`1 I w I f o ADJUST WTI?. N ?TN C 0. G INI _ V.. 99.30 - - - - - - s - - - - - - - -- - - - - 475.00' Ni C.O. Y , -- ... 3L rs_ OW w ni TO CLEAR , 30 P E INV. =100.70 1 + I $ - EXIST. SAN MH 7�C'p SN .3. 4 . 1' �- -) 8 EMOVE Z XIST. 4 w ) SERV. REPAIR W EW 6 SAN... 136 61 1 -1 2" W. SERV. 9.33 I PHASE 1 1 -1/2" w. SERV. - - . ? 2 0► 8x1 BLDG N0. 4 / I r ;?' SERV. 1 13X INV. 6 SAN. SERV. =99.63 s , o Vl PHASE 2 6" W. FIRE LINE 0 STEPS IN WALK BLDG. NO. 6" W. FIRE LINE PHASE 1 /� _ i . I FFs 104.77 � 5 379S. F STUDENT REC. BLDG. ( ) INSTALL 6x6 , � I 00 '_K ' j WALL EXPOSED TEE W /6" VALVE a 73' EXPOSED WALL (FF =105.4) � i � &APT. MANAGER / r Q. llpl� m I �pc " i oPEN'�cURB 2.594 S.F. NO i 3 N ADJUST W7R. J E DEPTH 6� " S_AN S RV. i M� I To D (FF- 106.4) y SIM. DRAINn -OPEN CURB Y00' ~ Q: N y._ -- AT 0.22% TO CLEAR 30 TO DRAIN 3 41' __ I - foo. �o -� pP DI S TER _ rn 5 R i 8X1 TYP. > 3 .5'R I pP J X18 TYP. L 5'R 04, 4 X g f 9x18 TYP. pP T P RED 6" VFRT h �y fi' HOT P 6" W. LINE ., r ' - ' > D R 15' R /� A V N!? PA JNG y i1RB 5 N W /6.. AL VE STA 6 W 7F L!N = -- i so TER L/ - _ -- - - - - - T. N 'i �Z�nl d°R w - - r--- I I CO NS J Q PA T T PAN R E - - T ' - - MIST SAN. M.H. - - - _' _ - - - - _ - - - - - - - - - - ° III COMMERCIAL APPROACH N W f?E N A K/N ,' _ x 45 24" CONC VALLEY DRAIN .45X a ! C J i ° w t t t t- " STW. t--- -t t--- -- t y� t /NST, 38 L.F. $ , -I! 2 16X RTNG=04. 75 ry I i REMOVE EXIST. CURB & WALK 12 s TM. D�'°IN ��` VAL N A ME INV'- �`'�� START VALL£ v v & CDNST. REXBURG STANDARD - _- , 53 L.FO o.22a� p P� END vAttE RAN " _ - - - INSTALL 6 "x6" IN PAVMT. pP 1 INST. HYD. W /6" II 5 R I D ST COMMERCIAL APPROAC LiN E /6" VAS VE 1 -- E H \ ! P S ED P 8 15 L & TE Pt i ! I MIST. SAN. M.H. /� ! o�+ O�£R �xIS77NG 8* SAN, LINE 5� N rt INV.B "E. =9Q 78 II RING= n l a _ - _ -- - - - M.H. /4 6 0. WEST _ f - �I -- PAVMT. TO BE PAINTED RED Q FIRE ZONE NO PARK G " - - � INST. M.H. I " °,t% - -^ `- - ' Oil L N GNAT STORM fNl£T/? /" GRA TE= 10 ® °^ o APPROVED B Y ffi401.70 - lNV.30'NdFW'a97.73 , INY 1? S =98.19 _ 20" DRIVE ONE WA Y , a oU / OPEN DITCH '' + ro NST. HYD. W /6' VALVE & TEE e o CITY OF REXBURG 3 EXISTING RETAINING WALL - ,; .: 9 ,. MA TCH EXIST PA VEMENT Qr ,� 4 1 - ,a - NEW CITY CURB & GUTTER ~ E.' v/ 2Q N Revision (3- 18 -04) REVISED PARKING STALLS & DRIVE WIDTH DA TOP 30" PIPE � REVISED TO INCLUDE PHASE 2 W 2 - - -- SLOPE 0 MIN. Z•0 ' - - -- PHAS 2 SITE PLAN FOR LAND USE A NEW STUDENT HOUSING COMPLEX N3 ---- - - - - -- 00 3 A REVISED TO INCLUDE PHASE 2 z N � z PATCH PAVEMENT TO PARKING TOTAL AREA OF SITE= 126,324 SQ. FT. 100% MATCH EXISTING PAVEMENT C� 0 d [ TUSCANY PLACE PHASE 1 &2 =284 STUDENTS 2�(0 r'Q� AREA IN BUILDINGS-2,312 SO. FT. =19% OF SITE VARIES APPROX. 6' REXBURG IDAHO < AREA IN PAVEMENT AND WALKS =78,148 SO. FT. =61% OF SITE APR 2 01004 109 @8X15 COMPACT SPACES =38 % /0q Scale: 1 ' = 30 Drain: L.E.H. Date: FEB. 200 8 CA CA 176@9X18 REGULAR SIZE = 6 2 % 1 SECTION 6630SITEREV o bt a1T1 River u d� AREA IN LANDSCAPE -24,013 19.7 0 F SITE - `______________ _ _ Date: FEB. 2003 Checked: Date: ___ __� � C1 � Job No. N. T. S. _ OF REXBURG Mountain River Engineering 28 524 -6175 6630 285 TOTAL PARKING SPACES PROVIDED SNOW STORAGE 10.7% OF PAVED AREA 1020 , Lincoln Road FAX: 524 -6175 ';noi` eeriri Idaho Falls, Idaho 83401 E -Mail: mtriver®ida.net ISht. 2 of 2 2 7 & _.,/7/ g ( A4$