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Home My WebLink AboutSDP200600021 Plan - Approved 2007-09-26RTE 649 PROff/7 SITE F100V• V'%1;It:E��I11��'�%I:ttj1�M�1 VICINITY MAP NOT TO SCALE Mav 17., :004 GEN&RAL WA:I'i3R 4 SEWER CON1111'1ONS I. WORK SI1A.LL 13E SUBJLCT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPYC'FORS. THE CONTRACTOR WILL BE RESPON- SIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT TILE S' AR'1 Oil THE WORK. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THR PROPOSED WORK ARE NOT NECESSARILY SHOWN ON TAE PLANS AND WHERE. SHOWN, ARE ONLY APPROXIMAiLEY C'ORREC'T'. TIME CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. ALL 1 ATERIAL.S AND CONSTRUC"PION SHALT, COMPLY WITI4 THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICA- TI.ONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING -MISS UTILITY -(1-800-552-7001), 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE FIYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENAAICES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FIPPURE EXTENSION OF THE LINE. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2, ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 211 (HORIZONTAL, VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 311 OR BETTER ARE TO BE ACHIEVED, 5, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III, 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 2026). Proposed Development Plans For: Store # 09417 and Retail Shops US 29 & Proffmit Road Charlottesville, VA Owner/Developer: Laird Virginia, LLC 5500 Lonas Drive, Suite 300 Knoxvillie, Tennessee 37909 Contact: Robyn Askew Phone: (88S) 857-3770 I Index to Drawings I SHEET No. LATEST SHEET T/TLE ISSUE DATE REtiIS/ON DATES C-0 COVER SHEET (SHEET 1 OF 23) 02/23/06 09, 10/07 Q C-1.0 SIT£ SURVEY% V)cWRIPH/C PLAN 02/23/06 08/18/06 ALBEMARLE COUNTY SERVICE (SHEET 2 OF 23) VIRGINIA DEPARTMENT OF TRANSPORTATION REVISED PER C-2.0 SIT£ DEMOL/T/OW PLAN (SHEET 3 OF 23) 02/13/06 06/27/07 C-3,0 S17F GRAO/NG PLAN (SHEET 4 OF 23) 02/23/0609/10/07 alk, A06/27/07 REVISIONS PER c-3 a DE'SOV SHEET (SHEET 5 OF 23) 08/18/06 C -S 1 SIIF EROSION CONTROL PLAN (SMPPP) 02/23/06 09/29/06 (SHEET 6 OF 23) A11/01/06 C-110 SITE E?OSION CONTROL PLAN (SMPPP) 09/29/06 09/29/06 D (SHEET 7 OF 23) 06/23/06 C-3.2 STORM/ L7AWN4GE #VRWSHEET 05/18/06 11/01/06 (SHEET 8 OF 23) C-3,3 SITE EROSION CONIRIOL DETAILS 02/23/06 008/18/06 (SHEET 9 OF 23) C-3.4 SITE- EROSION CONM OL & 08/23/06 12/01/06 WiUER OU&17Y DETAILS (SHEET 10 OF 13) C-3.5 SITE GRADING DETAILS 05/18/05 12/01/06 (SHEET 11 OF 23) C-3.6 S7ORM SE10ER PRIORLES (SHEET 12 OF 23) 02/23/06 06/27/07 C-3.7 STORM SETTER PROFILES (SHEET 13 OF 23) 09/29/06 C-4.0 S17F PLAN (SHEET 14 OF 23) 02/23/06 09/10/07,j•Q C-4.1 SITE PAVING DETAILS (SHEET 15 OF 23) 02/23/06 11/01/06 C-5.0 SITE UTILITY PLAN (SHEET 16 OF 23) 02/23/06 09/f0/07j C-5.1 WATER &-SWITARY SER'E'R PROFILES 02/23/05 07/24/07 (SHEET 17 OF 23) C-5.2 UM/TY DETAIL SHEET (SHEET 18 OF 23) 02/13/06 07/24/07 C-6.0 WALGREENS-SME L/GH7ING PLAN 02/23/06 08/06/07 (SHEET 19 OF 23) C-6.1 RETAIL SHOPS-S17F PLAN LIGHnNG 02/23/06 08/06/07 (SHEET 20 OF 23) C-6.2 SIT£ PLAN L/GNT/NG DETAILS 02/23/06 08/18/06 (SHEET 21 OF 23) C-7.0 SfTE LANDSCAPE PLAN (PH4SE /) 02/23/06 Q (SHEET 22 OF 23):i, C-7,1 S17F LANDSCIP£ PLAN (PMS'E 2) 02/23/06 1 0.9 0/07 Q (SHEET 23 OF 23) ..... _ . `' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT REVISED PER PLANNER/ZONING ENGINEER O at 9-14-0 INSPECTIONS 09/05/07 ARB y' DEPARTMENT OF FIRE RESCU P.C. COMMENTS ALBEMARLE COUNTY SERVICE ?1u407 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISED PER HEALTH DEPARTMENT P.C. COMMENTS m PAVING - CHARLOTTESVILLE, VIRGINIA =saailaiiisa..lP A.lp.i.NA N A L Y S!!a LEASE REQUIRED PROVIDED --------AREA----------------- SO FT SPACES SPACES WALGREENS ..... .......... 14,820 1/123 <3000 SF= 40 1/223 )3000 SF= 31 71 74 RETAIL SHOPS . , . , . , ...... 8,100 1/100 <3000 SF= 30 1/200 )3000 SF= 7 37 38 TOTAL PARKING 128 132 iiliaaaiiiiiaitiipililt.tiiptipittitilipiltiitiiplipilipptttii! MALGREENS ACREAGE ....................... 2.0 ACRES 3 RETAIL SHOPS ACREAGE .................... 1.0 ACRES t . ... ........=i aa .... aiii=pliiiiiii.iii=ilii= NOTES, 1. WALGREENS PARKING STALL DIMENSIONS, 9'49'. 1. RETAIL SHOP PARKING STALL DIMENSIONS, 9'x19'. WALGREENS TAX MAP AND PARCEL NUMBER: DEED BOOK 611, PAGE 462 PARCEL ID# 03200-00-00-037CO ZONING: HIGHWAY COMMERCIAL SPECIAL USE PERMIT REQUESTED FOR DRIVE-THRU - SP 2004-055 (APPROVED FOR 71 PARKING SPACES) MAGISTERIAL DISTRICT: 3 RIVANNA ALBEMARLE COUNTY, VA ELEVATIONS BASED ON NAVD 88 ACREAGE OF SITE: 2.0 ACRES ACREAGE IN OPEN SPACE: 0.50 ACRES (2516 OF SITE ACREAGE) ACREAGE OF IMPERVIOUS AREA: 1.50 ACRES MAXIMUM NUMBER OF EMPLOYEES: 10 AT A GIVEN TIME (28 FULL-TIME do 12 PART-TIME) MAXIMUM HEIGHT OF STRUCTURE: 28' SURVEYOR: MILLER LAND SURVEYING, LLC 121 SOUTH MAIN STREET GREENEVILLE, TN 37743 (423)787-7878 SP 2004-005 WALGREENS (SIGNS #52. 63 & 96); TAX MAP 32, PARCEL 37C: THE ALBEMARLE COUNTY PLANNING COMMISSION, AT ITS MEETING ON JULY 26, 2005, BY A VOTE OF 5:1 RECOMMENDED APPROVAL OF THE ABOVE -NOTED PETITION TO THE BOARD OF SUPERVISORS. PLEASE NOTE THAT THIS APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS AS RECOMMENDED BY STAFF: 1. THE SITE SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH THE PRELIMINARY SITE PLAN ENTITLED 'WALGREENS', ISSUE DATE OF 07/13/05 AND INITIALED Y.Q.A. DATED 7/15/05. 2. SIGNAGE AND PAVEMENT MARKINGS SHALL BE PROVIDED AT THE ENTRANCE AND EXIT POINTS OF THE DRIVE-THROUGH LANE, SUBJECT TO CURRENT DEVELOPMENT DIVISION ENGINEERING APPROVAL TO ENSURE APPROPRIATE AND SAFE TRAVEL PATTERNS. 3. LANDSCAPING BEYOND THAT OUTLINED IN THE ARB DESIGN GUIDELINES IS REQUIRED TO MITIGATE THE IMPACTS OF THE SITE LAYOUT. LANDSCAPING SHALL BE PROVIDED TO THE SATISFACTION OF THE ARB. THE COMMISSION ALSO UNANIMOUSLY APPROVED THE CRITICAL SLOPES WAIVER REQUEST. RETAIL SHOPS TAX MAP AND PARCEL NUMBER: DEED BOOK 611, PAGE 462 PARCEL ID# 03200-00-00-037CO ZONING: HIGHWAY COMMERCIAL MAGISTERIAL DISTRICT: 3 RIVANNA ALBEMARLE COUNTY, VA ELEVATIONS BASED ON NAVD 88 ACREAGE OF SITE: 1.0 ACRES MAXIMUM HEIGHT OF STRUCTURE: 16' K09/10/07 REVISED PER ARB COMMENTS 09/05/07 &G REVISED PER P.C. COMMENTS Q08/06/07 J REVISED PER P.C. COMMENTS AA 07/24/07 REVISIONS PER 2ND ACSA COMMENTS A06/27/07 REVISIONS PER ACSA COMMENTS Q06/01/07 G REVISED PER COUNTY COMMENTS 12/01/06 REVISED PER COUNTY COMMENT'S A11/01/06 REVIED PER COUNTY COMMENTS 09/29/06 D REVISED PER COUNTY COMMENTS 06/23/06 C REVISED PER COUNTY COMMENTS of Li¢. No. 032200 .. `) AL � Q �► O Z 0.0 - t�U W D: �W W0 Wz r CLJ� .� o o: Q LAJ v I LLJ W O F -o < 0) 0 � N J I! m A N = D U REFERENCED DRAWINGS 01 1269_*xI*t.dwg 02 1269-bdr.dwg 03 1269-base.dwg 04 ®08/18/06 REVISED PER COUNTY COMMENTS Q05/18/08 REVISED PER COUNTY COMMENTS Flu M0. • 1269 FU W • 1289-C-0 = MR • 02/23/06 RX m" • 1:1 Cover Sheet Sheet I OF 23 sliT 1>qa CM0 -----Jl I. � I � ....._-, S _ _� _ I ---= _ 649 `'' j _.- - (P - SURVEYOR: MILLER LAND SURVEYING, LLC -- _~ --''mss f _�, -S oos\ -- 121 SOUTH MAIN STREET -sn- _ _ _ 17 5?/.e GREENEVIL _ ___ - p5�NA1' _ _ _, 5 \�-;;-\\ -! 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OP REFERENCED DRAWINGS 011 1269-exist.dwg 02 03 04 Ell 08/18/06 REVISED SHEET NUMBER Q05/18/06 REVISED SHEET NUMBER ML a • 1269 Fu N0. • 1269-C-2.0 WK D= • 02/23/06 Site Demolition Plan Sheet 3 of 23 aw a yy �u •bH 0.4 OP REFERENCED DRAWINGS 011 1269-exist.dwg 02 03 04 Ell 08/18/06 REVISED SHEET NUMBER Q05/18/06 REVISED SHEET NUMBER ML a • 1269 Fu N0. • 1269-C-2.0 WK D= • 02/23/06 Site Demolition Plan Sheet 3 of 23 aw a ----------------------------------------------------------------- xaa:axsa:asaxsasassssassaassss::a:aaasaa:a 35' SLOPE AND DRAINAGE EASEMENT 10' TEMPORARY CONSTRUCTION EASEMENT - - SEE `, H EET C 3.OA A SITE GRADING NOTES: BORROW NOTE. - CONTRACTOR SHALL PROVIDE REQUIRED EROSION -- ---- 1- ALL SILT BARRIERS MUST BE PLACED IMMEDIATELY FOLLOWING CLEARING. CONTROL PLANS PERMIT'S FOR THE BORROW SITE / _1 NO GRADING SHALL TAKE PLACE UNTIL SILT BARRIERS INSTALLATION IS COMPLETED. 0 TORMy11ATER 1 MANAGEMENT \ w / EC -1 EASEMENT 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION / - o OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR T0, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. / 1-y / 1.0% 1 \ 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL / IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION, AND SEDIMENT CONTROL MEASURES SHALL / BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. \ 4. THE SITE SHALL RECEIVE TEMPORARY/PERMANENT SEEDING WITHIN 7 DAYS OF / SLOPE O 2:1 \ O COMPLETION OF GRADING OPERATIONS. / - / - WATER QUAD STRUCTURE \ 5. FILL WILL COME FROM EITHER AN APPROVED BORROW AREA OR A SITE WITH APPROVED _ EROSION AND SEDIMENT CONTROL PLAN. / _ SEE SHEET C-3. FWDETAIL000 \ n/ TLET CON _ -- W DI TO \ SLOPE O 2:1 }„ _ 4j, OIIEIOW \ T�MW -_ SAN ATER 5 - - - Y LIN \ ,,MANAGEMENT T c T-544.0 (. L ws EASEMENT QUALITY _ �- f - - - - F-•1 STRUCTURE- - - ` SEE SHT C-3.4 F _� �' �`_ � - H � Vim'` / f _ _ �--" ►- ,,f. � 535o0oo _T12 f 00-0 IK RR / O g r r 1tv \ 1 i 545.7. f 54$. j 545.5 \ \ w/ RTiO / 544 5 I 1Mal F-r~-- �_ S 1 .'-fC _ - ' _ - p / - y - _ Ii' _ HP F u N EC -f- _ „! - -r v �y I (I ,'; •i; - l ,I - X F �( , f I- J-7, ` p - Z / 1-71 - J-70 / ;I �''T-544.0 Q ° o fi4 I� „ r III I .II - UNE H -- -- - U E -G -. C4-21 o .. V DI ON TO 22 _. _ _ _ _ _ 545.9 \ 1 t / I i 1 538.2 '�+�' 4. 0 / f . l yi L 'y 111 '' \ T"'--.! . - _ . _ • . - - ' i r _ Y j :.. 545 •• E H _J I ' 5no / s45 5 I - -J 1t i J. FEROWIG I I t,, No. 03200 I).- 4 - - 555 STORMWATER MANAGEMENT545 5 ,, �r \_ EASEMENT 40 - a } I j N 20 EP ,,1•`' ` , ,,ti i ,', � \ - I • Z9 TC M.70 Q � . � \l.• `r' ' 'i� Ali .t�''. i nn „ 1.J 20 , I r I 1 O �c� IGIWARD QUAMTY SERI, STORM wATER1 4 , 8 2 V ! I T-542.5 , 1; 109 DETENTION SYSTEM ((USD) I i 11'• \ - ''♦ REFER TO TING STORM DETENTION BASIN SCHEDULE C SEE SHT C-3.4 f F E 546.0 � a. TC 1 0.0 - IN -� \ \ y OT -w- 4 \ I I t 0 - _\ T a i 1 1- i' L U 539. 1 NOTE: HANDI-CAP ACCESSIBLE a AREA SHALL ALL SLOPE AT LESS THAN 2.0,E s I I ETAIL SHOP$�j tt - �- a 7 \ 1A..0� `• ♦ _�, - I \ j f1,\ I i I I \yl LAJ W O z r38 � c� Jam. • 1 d, l ALITY p • �--� e , A. III t E I �- MIA ' ^ \ r I 1 _ W V I J i FLOC ARD � < � I d I I T f. 1 \ • . ' !ti - - `1, �,i T -mµ.5 _ `r4. I B C r Q ° .. d. CQ Q ' • • a I I , SEE 1pETiL sHT.-'.f�4 °C rn W W 09/14/07 O \� \ - N Q REVISED PER N 555 - - -- <' 55 i....i i ACCESS _ p ; 1, \ \\ \ ;',\ __ --_ _- - 1 - I - ,�%ITCS4S.70 K STC 45.70 TC 545.70 ; ; 1 QH IREVISED PER 1' 550 O v: , ! I ►� ;` , 1 09/10/07 , � ARB COMMENTS \1 ` 1 J I , I 40 09/05/0 T - I - - - - - - - - - - - - - t r t QGt`i REVISED PER P.C. COMMENTS } \, 1 I�, /0 12/ - 12/01 /not A REVISED PER -17 / I ,n _ �: "L �. COUNTY COMMENTS , L R / OP E/0ER � p ti '145 COUNTY COMMENTS REFERENCED DRAWINGS 01 1269-exist.dwg 02 1269-base.dwg 03 N -- - - VI " I I CI 32 TYPE A q TYPE A I 4 5\ �► z I INSERT WATER QUAD 09/29/06 08/18/06 / E 1 W/ FLO GU - QUALITY - -- -- - - -- ---- - - -- - -' -- - a REVISED PER ® REAM PER I REA MATER QU TY INSERT � -- -------- -- - -- - - - - - COUNTY COMMENTS COMMENTS T-544.0 T 544.0 \ a r. 4 I, a I 545 � 05/23/06 A 05/1 s/o6_ Q o I .� f a REVISED PERREVW r. .• L a L fil - i 6 ° - COUNTY COMMENT'S COUNTY COMMENTS \ • .a s. J } I\ t I d , , • _ I � �OII. M0. 1269 - - 3 _ - _ _ V i F>tE N0. 12693-/C0-63 - - - � ; t �-,�- � _ - - - _- - - - - - - _ -` - _ _ 1.01E--- \;' - 1 = _ - ' - �� ...- -- --- _ .- ... _ + - ..._ .. _ i . _ ..... -.. .- -- - / INV. -541.90 --_ Site Grading 15 CMP ES -1(61) W/EC-1 f _ - t INV. 540.590 INV -540.0 Plat] L - - x.44.1 I L>.3.0' \ -......._I y ff -- --------..........,..... _ ----- --- _..... --- ---- ..... - - - ... --- - -- ------ - --- - - -- ------------- --- - GRAPHIC S i --COLE ee of 23 20 0 20'd• sIi>ET Too P.O.B. ! ----------------. --- -.... ------ ----- - ----- -- �- .... . ..... � o9rrsro7�ll UM6.0 SITE/CIVIL CD062 REV 6/22/99 aaxax=axs=a:zaaax s:asaxax:sea: a:asps:aassaa axaaa s:asaa CAUTION ssxaaa:asxssasassasassssssssss:sa�s:aszssss:: ______====T=T=E===G=R=A=T=T=N=G=� ===T R=A=T=N=A=G=E===0s p NOTE: SEE SHEET C-3.OA FOR � I 1' \ U - NOTICE T O CONTRACTOR GRADING PLAN LEGEND l 1 1 \ • a � _=aaaaaaaaa:aaaaxxxaa=xsxaxxxa:x:sax=axe=aaxs:axxaa=xa =------------------------ - EROS I O N CONTROL � OFF SITE (PLAN S 0 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR PROPOSED DESCRIPTION D E T A I L REFERENCE L E G E N D ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON - \ RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, 100- CONTOUR MARK REFERENCED ITEM MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE SPOT GRADE HW HEADWALL . THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 ----------------------------------------------------------------- HOURS BEFORE ANY EXCAVATION TO REQUEST --}- STORM SEWER I EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CB CATCH BASINS \ v CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE CB CATCH BASIN ----------------------------------------------------------------- I a PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROPERTY LINE JB JUNCTION BOX \ Q a=saaaa:axe:aaa:a=aaxxaaa:xxaa=ease=maaa=xaa:a:aa:aaaa CI CURB INLET CI CURB INLET WORK IN R.O.W. RIP RAP ----------------------------------------------------------------- IP ` \ o ; INLET PROTECTION n - r ALL WORK IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION \ RIGHT-OF-WAY TO BE DONE IN ACCORDANCE WITH VIRGINIA NOTE: SEE SHEET C-3.4 FOR THE STORM SEWER EC -1 --------------- SCOUR PROTECTION X \ DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS. ES -1 J FLARED END SECTION ROOF DRAIN COLLECTOR PIPE AND DETENTION BASIN SCHEDULES_________________________________________________________________ ES -1 \ FLARED IN SECTION \ I M AT(tH LIN E ----------------------------------------------------------------- xaa:axsa:asaxsasassssassaassss::a:aaasaa:a 35' SLOPE AND DRAINAGE EASEMENT 10' TEMPORARY CONSTRUCTION EASEMENT - - SEE `, H EET C 3.OA A SITE GRADING NOTES: BORROW NOTE. - CONTRACTOR SHALL PROVIDE REQUIRED EROSION -- ---- 1- ALL SILT BARRIERS MUST BE PLACED IMMEDIATELY FOLLOWING CLEARING. CONTROL PLANS PERMIT'S FOR THE BORROW SITE / _1 NO GRADING SHALL TAKE PLACE UNTIL SILT BARRIERS INSTALLATION IS COMPLETED. 0 TORMy11ATER 1 MANAGEMENT \ w / EC -1 EASEMENT 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION / - o OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR T0, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. / 1-y / 1.0% 1 \ 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL / IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION, AND SEDIMENT CONTROL MEASURES SHALL / BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. \ 4. THE SITE SHALL RECEIVE TEMPORARY/PERMANENT SEEDING WITHIN 7 DAYS OF / SLOPE O 2:1 \ O COMPLETION OF GRADING OPERATIONS. / - / - WATER QUAD STRUCTURE \ 5. FILL WILL COME FROM EITHER AN APPROVED BORROW AREA OR A SITE WITH APPROVED _ EROSION AND SEDIMENT CONTROL PLAN. / _ SEE SHEET C-3. FWDETAIL000 \ n/ TLET CON _ -- W DI TO \ SLOPE O 2:1 }„ _ 4j, OIIEIOW \ T�MW -_ SAN ATER 5 - - - Y LIN \ ,,MANAGEMENT T c T-544.0 (. L ws EASEMENT QUALITY _ �- f - - - - F-•1 STRUCTURE- - - ` SEE SHT C-3.4 F _� �' �`_ � - H � Vim'` / f _ _ �--" ►- ,,f. � 535o0oo _T12 f 00-0 IK RR / O g r r 1tv \ 1 i 545.7. f 54$. j 545.5 \ \ w/ RTiO / 544 5 I 1Mal F-r~-- �_ S 1 .'-fC _ - ' _ - p / - y - _ Ii' _ HP F u N EC -f- _ „! - -r v �y I (I ,'; •i; - l ,I - X F �( , f I- J-7, ` p - Z / 1-71 - J-70 / ;I �''T-544.0 Q ° o fi4 I� „ r III I .II - UNE H -- -- - U E -G -. C4-21 o .. V DI ON TO 22 _. _ _ _ _ _ 545.9 \ 1 t / I i 1 538.2 '�+�' 4. 0 / f . l yi L 'y 111 '' \ T"'--.! . - _ . _ • . - - ' i r _ Y j :.. 545 •• E H _J I ' 5no / s45 5 I - -J 1t i J. FEROWIG I I t,, No. 03200 I).- 4 - - 555 STORMWATER MANAGEMENT545 5 ,, �r \_ EASEMENT 40 - a } I j N 20 EP ,,1•`' ` , ,,ti i ,', � \ - I • Z9 TC M.70 Q � . � \l.• `r' ' 'i� Ali .t�''. i nn „ 1.J 20 , I r I 1 O �c� IGIWARD QUAMTY SERI, STORM wATER1 4 , 8 2 V ! I T-542.5 , 1; 109 DETENTION SYSTEM ((USD) I i 11'• \ - ''♦ REFER TO TING STORM DETENTION BASIN SCHEDULE C SEE SHT C-3.4 f F E 546.0 � a. TC 1 0.0 - IN -� \ \ y OT -w- 4 \ I I t 0 - _\ T a i 1 1- i' L U 539. 1 NOTE: HANDI-CAP ACCESSIBLE a AREA SHALL ALL SLOPE AT LESS THAN 2.0,E s I I ETAIL SHOP$�j tt - �- a 7 \ 1A..0� `• ♦ _�, - I \ j f1,\ I i I I \yl LAJ W O z r38 � c� Jam. • 1 d, l ALITY p • �--� e , A. III t E I �- MIA ' ^ \ r I 1 _ W V I J i FLOC ARD � < � I d I I T f. 1 \ • . ' !ti - - `1, �,i T -mµ.5 _ `r4. I B C r Q ° .. d. CQ Q ' • • a I I , SEE 1pETiL sHT.-'.f�4 °C rn W W 09/14/07 O \� \ - N Q REVISED PER N 555 - - -- <' 55 i....i i ACCESS _ p ; 1, \ \\ \ ;',\ __ --_ _- - 1 - I - ,�%ITCS4S.70 K STC 45.70 TC 545.70 ; ; 1 QH IREVISED PER 1' 550 O v: , ! I ►� ;` , 1 09/10/07 , � ARB COMMENTS \1 ` 1 J I , I 40 09/05/0 T - I - - - - - - - - - - - - - t r t QGt`i REVISED PER P.C. COMMENTS } \, 1 I�, /0 12/ - 12/01 /not A REVISED PER -17 / I ,n _ �: "L �. COUNTY COMMENTS , L R / OP E/0ER � p ti '145 COUNTY COMMENTS REFERENCED DRAWINGS 01 1269-exist.dwg 02 1269-base.dwg 03 N -- - - VI " I I CI 32 TYPE A q TYPE A I 4 5\ �► z I INSERT WATER QUAD 09/29/06 08/18/06 / E 1 W/ FLO GU - QUALITY - -- -- - - -- ---- - - -- - -' -- - a REVISED PER ® REAM PER I REA MATER QU TY INSERT � -- -------- -- - -- - - - - - COUNTY COMMENTS COMMENTS T-544.0 T 544.0 \ a r. 4 I, a I 545 � 05/23/06 A 05/1 s/o6_ Q o I .� f a REVISED PERREVW r. .• L a L fil - i 6 ° - COUNTY COMMENT'S COUNTY COMMENTS \ • .a s. J } I\ t I d , , • _ I � �OII. M0. 1269 - - 3 _ - _ _ V i F>tE N0. 12693-/C0-63 - - - � ; t �-,�- � _ - - - _- - - - - - - _ -` - _ _ 1.01E--- \;' - 1 = _ - ' - �� ...- -- --- _ .- ... _ + - ..._ .. _ i . _ ..... -.. .- -- - / INV. -541.90 --_ Site Grading 15 CMP ES -1(61) W/EC-1 f _ - t INV. 540.590 INV -540.0 Plat] L - - x.44.1 I L>.3.0' \ -......._I y ff -- --------..........,..... _ ----- --- _..... --- ---- ..... - - - ... --- - -- ------ - --- - - -- ------------- --- - GRAPHIC S i --COLE ee of 23 20 0 20'd• sIi>ET Too P.O.B. ! ----------------. --- -.... ------ ----- - ----- -- �- .... . ..... � o9rrsro7�ll UM6.0 U A a � X u ----------------------------------------------------------------- xaa:axsa:asaxsasassssassaassss::a:aaasaa:a 35' SLOPE AND DRAINAGE EASEMENT 10' TEMPORARY CONSTRUCTION EASEMENT - - SEE `, H EET C 3.OA A SITE GRADING NOTES: BORROW NOTE. - CONTRACTOR SHALL PROVIDE REQUIRED EROSION -- ---- 1- ALL SILT BARRIERS MUST BE PLACED IMMEDIATELY FOLLOWING CLEARING. CONTROL PLANS PERMIT'S FOR THE BORROW SITE / _1 NO GRADING SHALL TAKE PLACE UNTIL SILT BARRIERS INSTALLATION IS COMPLETED. 0 TORMy11ATER 1 MANAGEMENT \ w / EC -1 EASEMENT 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION / - o OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR T0, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. / 1-y / 1.0% 1 \ 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL / IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION, AND SEDIMENT CONTROL MEASURES SHALL / BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. \ 4. THE SITE SHALL RECEIVE TEMPORARY/PERMANENT SEEDING WITHIN 7 DAYS OF / SLOPE O 2:1 \ O COMPLETION OF GRADING OPERATIONS. / - / - WATER QUAD STRUCTURE \ 5. FILL WILL COME FROM EITHER AN APPROVED BORROW AREA OR A SITE WITH APPROVED _ EROSION AND SEDIMENT CONTROL PLAN. / _ SEE SHEET C-3. FWDETAIL000 \ n/ TLET CON _ -- W DI TO \ SLOPE O 2:1 }„ _ 4j, OIIEIOW \ T�MW -_ SAN ATER 5 - - - Y LIN \ ,,MANAGEMENT T c T-544.0 (. L ws EASEMENT QUALITY _ �- f - - - - F-•1 STRUCTURE- - - ` SEE SHT C-3.4 F _� �' �`_ � - H � Vim'` / f _ _ �--" ►- ,,f. � 535o0oo _T12 f 00-0 IK RR / O g r r 1tv \ 1 i 545.7. f 54$. j 545.5 \ \ w/ RTiO / 544 5 I 1Mal F-r~-- �_ S 1 .'-fC _ - ' _ - p / - y - _ Ii' _ HP F u N EC -f- _ „! - -r v �y I (I ,'; •i; - l ,I - X F �( , f I- J-7, ` p - Z / 1-71 - J-70 / ;I �''T-544.0 Q ° o fi4 I� „ r III I .II - UNE H -- -- - U E -G -. C4-21 o .. V DI ON TO 22 _. _ _ _ _ _ 545.9 \ 1 t / I i 1 538.2 '�+�' 4. 0 / f . l yi L 'y 111 '' \ T"'--.! . - _ . _ • . - - ' i r _ Y j :.. 545 •• E H _J I ' 5no / s45 5 I - -J 1t i J. FEROWIG I I t,, No. 03200 I).- 4 - - 555 STORMWATER MANAGEMENT545 5 ,, �r \_ EASEMENT 40 - a } I j N 20 EP ,,1•`' ` , ,,ti i ,', � \ - I • Z9 TC M.70 Q � . � \l.• `r' ' 'i� Ali .t�''. i nn „ 1.J 20 , I r I 1 O �c� IGIWARD QUAMTY SERI, STORM wATER1 4 , 8 2 V ! I T-542.5 , 1; 109 DETENTION SYSTEM ((USD) I i 11'• \ - ''♦ REFER TO TING STORM DETENTION BASIN SCHEDULE C SEE SHT C-3.4 f F E 546.0 � a. TC 1 0.0 - IN -� \ \ y OT -w- 4 \ I I t 0 - _\ T a i 1 1- i' L U 539. 1 NOTE: HANDI-CAP ACCESSIBLE a AREA SHALL ALL SLOPE AT LESS THAN 2.0,E s I I ETAIL SHOP$�j tt - �- a 7 \ 1A..0� `• ♦ _�, - I \ j f1,\ I i I I \yl LAJ W O z r38 � c� Jam. • 1 d, l ALITY p • �--� e , A. III t E I �- MIA ' ^ \ r I 1 _ W V I J i FLOC ARD � < � I d I I T f. 1 \ • . ' !ti - - `1, �,i T -mµ.5 _ `r4. I B C r Q ° .. d. CQ Q ' • • a I I , SEE 1pETiL sHT.-'.f�4 °C rn W W 09/14/07 O \� \ - N Q REVISED PER N 555 - - -- <' 55 i....i i ACCESS _ p ; 1, \ \\ \ ;',\ __ --_ _- - 1 - I - ,�%ITCS4S.70 K STC 45.70 TC 545.70 ; ; 1 QH IREVISED PER 1' 550 O v: , ! I ►� ;` , 1 09/10/07 , � ARB COMMENTS \1 ` 1 J I , I 40 09/05/0 T - I - - - - - - - - - - - - - t r t QGt`i REVISED PER P.C. COMMENTS } \, 1 I�, /0 12/ - 12/01 /not A REVISED PER -17 / I ,n _ �: "L �. COUNTY COMMENTS , L R / OP E/0ER � p ti '145 COUNTY COMMENTS REFERENCED DRAWINGS 01 1269-exist.dwg 02 1269-base.dwg 03 N -- - - VI " I I CI 32 TYPE A q TYPE A I 4 5\ �► z I INSERT WATER QUAD 09/29/06 08/18/06 / E 1 W/ FLO GU - QUALITY - -- -- - - -- ---- - - -- - -' -- - a REVISED PER ® REAM PER I REA MATER QU TY INSERT � -- -------- -- - -- - - - - - COUNTY COMMENTS COMMENTS T-544.0 T 544.0 \ a r. 4 I, a I 545 � 05/23/06 A 05/1 s/o6_ Q o I .� f a REVISED PERREVW r. .• L a L fil - i 6 ° - COUNTY COMMENT'S COUNTY COMMENTS \ • .a s. J } I\ t I d , , • _ I � �OII. M0. 1269 - - 3 _ - _ _ V i F>tE N0. 12693-/C0-63 - - - � ; t �-,�- � _ - - - _- - - - - - - _ -` - _ _ 1.01E--- \;' - 1 = _ - ' - �� ...- -- --- _ .- ... _ + - ..._ .. _ i . _ ..... -.. .- -- - / INV. -541.90 --_ Site Grading 15 CMP ES -1(61) W/EC-1 f _ - t INV. 540.590 INV -540.0 Plat] L - - x.44.1 I L>.3.0' \ -......._I y ff -- --------..........,..... _ ----- --- _..... --- ---- ..... - - - ... --- - -- ------ - --- - - -- ------------- --- - GRAPHIC S i --COLE ee of 23 20 0 20'd• sIi>ET Too P.O.B. ! ----------------. --- -.... ------ ----- - ----- -- �- .... . ..... � o9rrsro7�ll UM6.0 c=sssssoo==aDaae::ssssssszaasaasssasesazzssssxa=a=sssasasssszassss sasses;ssssssasss000sssss:ssss:asssssssssssaa S I T E GRADING , D R A I NAGE { GRADING P I A N LEGEND E R 0 S I 0 N C 0 N T R 0 L as:a:ss:sassa::ssaaasa=aa:a::::n��ss3a::s::s D E T A I L REFERENCE L E G E N D PROPOSED DESCRIPTION aa.eaaaaxaa=asssssassszz�asssssssssssssssassaaaaoaassssssssszzssx 1 rCF Et . MARK REFERENCED ITEM " 100— CONTOUR :sorsa=zxc==s=ssssaaaaaass=assssssaaaaaaaassssssasssas=aaaaaaasaaa \� 524.3 TOP EL. SPOT GRADE HV HEADWALL v{ INV.i_. _ - 514.4 —�- STORM SEWER--CB----------CATCH BASINS--------------------------------------- _ CB CATCH BASIN------------------------------------------------------------------ 50 EL. „� _ 509.7.._ Jar '� f PROPERTY UNE -- JUNCTION BOX --CI----------CUR---N--T------------------------------------------__- CI CURB INLET BILE RIP RAP IP P ----------INLET PROTECTION------------------------------------ > ----------------------------------------------------------------- ---'r - - ,.- EC -1 SCOUR PR07ECTION - _—� _ ES -1 FLARED END SECTION------------------------------------------------------------------ J ROOF DRAIN COLLECTOR PIPE ES -1 FLARED IN SECTION- ass:sssassaass::aas��a<asss:s:mos=aa ass:s:s----------------------------------------------------------------- LAI LI�A� \ � �\ � •moi \. AP°RCXIMATt, \- �.,,� _ ---- \ /r' �2�� r _. - \ TOP EL.. \\\\ LOCATION�\ Jam'- ----- -�"� \ /` 1524.1 \ �\ \\�•\\�► . IL 024.8 ------�� #'� --- - -- -- - \ / ----- — �7��• 511.1 ��' •.7 f_� `�?•- _-_ _ _ - - - -\ - h'. /- \ \ 1 000, 529.6 `r �.•• / _�St�----_=1,i�'S.5 -0 P F L_ • \ __ - / — / / APPROXIMATE TI N 51 - �sA J / �• - — / STORM SEWER SEME T% i1 1 ,� j 3�s •• _ — i' ~ / J/ / �llkED BOOK 1281, PAGE 42op )27 \ ,CNV; <�\�---_ 6 _5 .may / /r �.- � '� \ `\ \ � _( / ! (r f� � �5L /. L / / / ( � �'' � �- \ 1 til, � } �- •� ,� � � � \ FOP 4 ! ( /: ' /IM', FL.. / / / — _ TRAcrw PARCEL In 1I 04691,000009,400 ( I \ i "FOR£5rLAKrs-moRTHARFA" ,-`. l (\ �IATBYROWAWSH,GALL3ASSOCIATES \\ r 1 \ 11\ \ I� , \ \ DEED HOOK 1144, PAGI' 387 4b -�" ` \ 20' STORM � ,MENT1 \ \ \ \ TRACT III ( \ \ \ \\ \ \ PARCEL IDS # 04680„000C400 \ �\ \,. /\ �1 , 1 \ I ` 1 \\ ``— \\ / \ 1 I y \\ \; ` \ \ "FOREST LAKES -NORTti \ \ / \ 11 \ ��, \ --- f/� \ ► r \ \ \ \ \ v AREA \ \ \ 1 1 \ \\ \ `\. —. 35' SLOPE ANOAMIAOE \ ('LAT 3Y ROUDASUSf �, GA_F TOP t.L. <^ \� / EASEMENT ,,, `/ 1 \ �+ ' I - \� \ \ 1 \ ,� \ & ASSOCIATES 5, 9.1 % \ \ A. ��' ! GEOR„2 2�7, A ACRES & MARY R. DEED SO.,K 1 159, clAGE. 2 �, 10' TEaR1Y cX�ISTUCT1oN i \ \ \ \ MERE TRUST 347 / / •� v ZONEL • '��- �°'�� i 1 ` 1 �� 01�` \ o32ococoo0�3 �.----------- _.�-�`-------- ---- ��/ �I I 1 \\� MA�'CH LINE �IL oQr,lo-\, '/ 1 �1 � 11\\ DEFT; BOOK 611, PACE46'J_�— - /-------------------- �c------ - �-� 1 "`� ZONED HIG-iWAY /// .�----f / // -- ) 1,�� \ \ FSEHEET C-3.0 COMMERCIAL ENTRAN.;E: C09RIAG� / \ \ \ loo, S48'38'10 AI T�'rFl~. 308.22' EL. Cal CURS / --- INV. 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' ♦ I IA- Z�r 18" PLASTIC C;.. _.—.. ,- •� - \ L t�CG` - _ _ / �' 1 i r 11 F 535/ 4 ; \\ I �e - ,- - �.)L., 4. _ -CN'-'RE] �iV�I3:�.�8c_ �JLR _ I — —_• ,�_ '� ___ �-� V""- ��•� ,•.. _—.�` Vii- ,r_-. __ j / � / / �. f', •ISI �� '/ �J/ter r�_�J' J-_r-� / �i ►, \\� _ \ 7_ — i� c 1 �-- J� 2'� PLASTIC r — 8_ -- ---t' - -- 1'XIST• R.O.W. — _- 1 - --- -- --- - -------- ----------- ----- -----------..._._._.__ ---- - -..__ --------•- ---- — �---- fir...- - - - - - - -- - O T EL C \ 41 to t 535.2 EL IN 5531 -. _ 0. fi] PLASTIC - �^ __-. -_- tl-_- •_. / /'- — � _-_ -- `j� �_ �^ r- �`� �_ ! _r � _.__ �'� +•_ �- �= f' _r---- ~ r r v- _� •^� •r"! �� _' _.r ..._- L.�-= �� —^ ^� _r ter+ �� .�- / `� -_ 841 -� � _� — � I ___ •--._. ,�- _� �•-�. �__ �` � � �1 ` � �1 �ti '�� •�� 1ti �� _• 01/2447 _�... GRAPHIC SCALE - T � '' �_ � _CFa -- ` 0 :- Ohi-Or�iE------C'I o -mak....._ . _..0HF 0! t� OMF- - - U - 0 - OMS OMS °$. O - - I ` _ _ _ -,,! _ ---------a__...._..- - - \ -�— _- ._..._._-. API' 40 O 40 80 � • i TSP _ __..- -- -- a � ✓ \ % r EXL� Q PQ O P-4 P4 0 U z 0-4 REFERENCED DRAWINGS 01 1269-sxist.dw9 02 1269_bass."g 03 04 MI01. N0. 1269 ME N0. • 1269-C-3.OA BSUE DAN • oe/16/06 MAT SCALE • 1:1 Design Sheet Oheet 5 of 23 SHEET a ,_C-3. A TEMPORARY CONSTRUCTION EASEMENT I \ \ \ �Lx•■F -- x - �� x \ ��--_ C014STRUCTION FENc sF i / \ LIMITS \ / SILT>�% 1 FE o , \\ CONSTRUCTION J 15" HDPE �� / L % f��L=J A t LIMITS o , . SLOPE DRAINQ A. \ fA W3 C� �i 11 V 5� 1 S48'38�10" 182.49 5 —```fir ` \ \ / // \ \ x \ of 0, _ASEMEN ' �• M'' 1- r \ / E� c� ' ' 495 <µ �) AGE 102 7 L�% \ / \ 01 545 1 SEDIMENT TRAP ST -1 \ ` O `p i / r .�► I x SEE DETAIL // 5 / f �-- SHEET C-3.3 40 \ \ IL SEE DETNL SHEET C-3.3fop 1-0000 �.� p / a•. / 2:1 SIDE SLOP /2 \. \\ D A1>a�DlIDE �1� S \ lu0. �- AINAGE A 0'0k. \ R A S x / G I � AV E L RW \ - TEMPORA \ \ \ \ �/ 555 \ J I /L VERSION ME, \ / r C.` � � / � �5-- AS � ` DD 000 54p GRASS S I G RAS S SHE w Ate." A R T. 0 4c ,S F A HAl_ 't - \\ G R V E L14,8< 2 0 �.3 Ir s \, \\ - �\ -�- , . uP CTR ! I _, T _ FJ� r _� \-� \\ A E A A C i --A 1`4 I I M E. R C E R \ , L_ _ l A' k. ETAHbpi I a� \ DRAIN GE�WflE_` - L.-�=,fv i x (E I SST 'i 1 l� Tsl GRAVE! j - � � _ � _� --f" � � I F F y� \ — \-; �• r. U DER�CE 1 a l 19 \ �\ `i�l^,l � � r `� -_ +c ;l- \� l .,,. ,•/' 4 rr---r.^ T 4 ... ;• ;•• `��,..-= \.: I �� ., -� _ / �1 \\ \` yam`-' `\\ 'r , s-, ' / fr ' ' _--=•-- �"'-�-' r r., ` x PINE 20 MA` �_ �' -.� _ ._ 555 �- _ _ r — --- 55° • ` .. �` , / \ •..(, \ �.`\ �\ !�' \ +~ .__-' -- _.. n ___\ .._.._`._—ter _—.wi_..._.-.— ,•` .—r..._._. 550 1 545 .r- / �`\ '••,•' `� — r._ " _- / DRAINAGE fi^ �-- - _ AREA = 1.0 A PHALT ACJ- I l �LT FENCE POSSILi_G LOCATION- \ VIRGINIA FI_E' TRIC &. POWEt- i;OMP/ yY FASEMFNI ' J I SILT DFED BOUT: 330, t'AGE ,%79 __� FENCE O - %GRAVEL RA_ ` DV - L SEE DETAIL SHEET C-3.3 DV C, fDV T DR DV V 01 J_ - ... UUFO U FO LJ FO •OGT -I -r• UFO— --- — — _ 1 tSCD SCD t GRAPH/C SCALE 1 I \ I \ 1� \ i jais n EROSION CONTROL SEQUENCE L E G E N D PHASE I Willi \ s\ 1. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON THE PLAN. FENCE INDICATED ON THE PLAN. SEDIMENT TRAP \ A u \ v 2. ERECT SILT AS 3. CONSTRUCT THE SEDIMENT TRAP AS SHOWN ON THE PLAN. PHASE 11 SILT FENCE X X X X 1. PERFORM SITE GRADING AND DRAINAGE AS REQUIRED FOR THE PROPOSED BUILDING. 2. INSTALL SILT FENCE INLET PROTECTION AROUND ALL STORM STRUCTURES. SON CE 3. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY, AND AFTER EACH RAINFALL EVENT. SEDIMENT SHALL BE REMOVED WHEN THE VOLUME OF THE WET ENTRANCE t SEE kff.` C1.0 FOR ADJACENT AREA INFORMATION 4. STORAGE IS REDUCED BY ONE-HALF. SEED AND MULCH ALL DISTURBED AREAS THAT ARE NOT TO BE BUILT UPON OR PAVED DIVERSION DIKE DD \ � AS SOON AS FINE GRADING IS COMPLETED. USE SEED AS SPECIFIED IN TABLE ON SHEET C-3.2. , x \ M ATCH LI N E: SEE SH T C— 3.1 A STONE CHECK DAM SCD \ TEMPORARY CONSTRUCTION EASEMENT I \ \ \ �Lx•■F -- x - �� x \ ��--_ C014STRUCTION FENc sF i / \ LIMITS \ / SILT>�% 1 FE o , \\ CONSTRUCTION J 15" HDPE �� / L % f��L=J A t LIMITS o , . SLOPE DRAINQ A. \ fA W3 C� �i 11 V 5� 1 S48'38�10" 182.49 5 —```fir ` \ \ / // \ \ x \ of 0, _ASEMEN ' �• M'' 1- r \ / E� c� ' ' 495 <µ �) AGE 102 7 L�% \ / \ 01 545 1 SEDIMENT TRAP ST -1 \ ` O `p i / r .�► I x SEE DETAIL // 5 / f �-- SHEET C-3.3 40 \ \ IL SEE DETNL SHEET C-3.3fop 1-0000 �.� p / a•. / 2:1 SIDE SLOP /2 \. \\ D A1>a�DlIDE �1� S \ lu0. �- AINAGE A 0'0k. \ R A S x / G I � AV E L RW \ - TEMPORA \ \ \ \ �/ 555 \ J I /L VERSION ME, \ / r C.` � � / � �5-- AS � ` DD 000 54p GRASS S I G RAS S SHE w Ate." A R T. 0 4c ,S F A HAl_ 't - \\ G R V E L14,8< 2 0 �.3 Ir s \, \\ - �\ -�- , . uP CTR ! I _, T _ FJ� r _� \-� \\ A E A A C i --A 1`4 I I M E. R C E R \ , L_ _ l A' k. ETAHbpi I a� \ DRAIN GE�WflE_` - L.-�=,fv i x (E I SST 'i 1 l� Tsl GRAVE! j - � � _ � _� --f" � � I F F y� \ — \-; �• r. U DER�CE 1 a l 19 \ �\ `i�l^,l � � r `� -_ +c ;l- \� l .,,. ,•/' 4 rr---r.^ T 4 ... ;• ;•• `��,..-= \.: I �� ., -� _ / �1 \\ \` yam`-' `\\ 'r , s-, ' / fr ' ' _--=•-- �"'-�-' r r., ` x PINE 20 MA` �_ �' -.� _ ._ 555 �- _ _ r — --- 55° • ` .. �` , / \ •..(, \ �.`\ �\ !�' \ +~ .__-' -- _.. n ___\ .._.._`._—ter _—.wi_..._.-.— ,•` .—r..._._. 550 1 545 .r- / �`\ '••,•' `� — r._ " _- / DRAINAGE fi^ �-- - _ AREA = 1.0 A PHALT ACJ- I l �LT FENCE POSSILi_G LOCATION- \ VIRGINIA FI_E' TRIC &. POWEt- i;OMP/ yY FASEMFNI ' J I SILT DFED BOUT: 330, t'AGE ,%79 __� FENCE O - %GRAVEL RA_ ` DV - L SEE DETAIL SHEET C-3.3 DV C, fDV T DR DV V 01 J_ - ... UUFO U FO LJ FO •OGT -I -r• UFO— --- — — _ 1 tSCD SCD t GRAPH/C SCALE 1 I \ I \ 1� \ ff h ;.I No �1 V S 1 -� I 1 r I �r11-10 0 NAL •�� \ ` 111 �� =��: ... .__--__•____ 1t - t..t.. I 1 11i 11 � -p Q i \ \III 111 a0Z n O U W t i i, c_. uI � O -� Z cd 1 0 '1 �t g M L 10 i ti t a• � • W � J W J > 1L \ v� J 1� Lai > La rid �4 11 ~} t+ - -� i• a N O I \ 11 } W J 1 \ IIiC` i`v O Q tlr-D v •� SF -„ ` 1� I 1 11 5•- t \ �`• t ST -2 R � EL 11' Iy w' ,pr -540^ — r SCD oT tLft7 '\ F - Q 09/29/06 REVISED PER - -- - --- - - - ---- COUNTY COMMENTS REFERENCED DRAWINGS 01 1268_sxist.dw9 02 1269_base.dwg 03 04 ®06/18/06 REVISED PER COUNTY COMMENTS Q05/18/06 REVISED PER COUNTY COMMENTS FNU N0. • 1289 ME N0. • 1289,_C-3.1 16RIE BAN • 06/17/05 Aar !GALE • 1:1 Site Erosion Control Plan (BWFPP) Sheet 6 of 23 ow ft IIN C-3ml_j jais n Willi ff h ;.I No �1 V S 1 -� I 1 r I �r11-10 0 NAL •�� \ ` 111 �� =��: ... .__--__•____ 1t - t..t.. I 1 11i 11 � -p Q i \ \III 111 a0Z n O U W t i i, c_. uI � O -� Z cd 1 0 '1 �t g M L 10 i ti t a• � • W � J W J > 1L \ v� J 1� Lai > La rid �4 11 ~} t+ - -� i• a N O I \ 11 } W J 1 \ IIiC` i`v O Q tlr-D v •� SF -„ ` 1� I 1 11 5•- t \ �`• t ST -2 R � EL 11' Iy w' ,pr -540^ — r SCD oT tLft7 '\ F - Q 09/29/06 REVISED PER - -- - --- - - - ---- COUNTY COMMENTS REFERENCED DRAWINGS 01 1268_sxist.dw9 02 1269_base.dwg 03 04 ®06/18/06 REVISED PER COUNTY COMMENTS Q05/18/06 REVISED PER COUNTY COMMENTS FNU N0. • 1289 ME N0. • 1289,_C-3.1 16RIE BAN • 06/17/05 Aar !GALE • 1:1 Site Erosion Control Plan (BWFPP) Sheet 6 of 23 ow ft IIN C-3ml_j PHASE I EROSION CONTROL SEQUENCE L E G E N D s- 1. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON THE PUN. SEDIMENT TRAP O 2. ERECT SILT FENCE AS INT TRAP S THE PLAN. _ J. CONSTRUCT THE SEDIMENT TRAP AS SHOWN ON THE PUN. PHASE II SILT FENCE X—X—X—% 1. PERFORM SITE GRADING AND DRAINAGE AS REWIRED FOR THE PROPOSED BUILDING. ,Y 2. INSTALL SILT FENCE INLET PROTECTION AROUND ALL STORM STRUCTURES. CONSTRUCTION _ J. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY, AND AFTER EACH ENTRANCE - - RAINFALL EVENT. SEDIMENT SHALL BE REMOVED WHEN THE VOLUME OF THE WET -SEE -Siff. CI.O FOR ADJACENT HA STORAGE IS REDUCED BY ONE -LF. .. _. AREA INFORMATION 4. SEED AND MULCH ALL DISTURBED ARM THAT ARE NOT TO BE BUILT UPON OR PAVED DIVERSION DIKE DD AS SOON AS FINE GRADING IS COMPLETED. USE SEED AS SPECIFIED IN TABLE ON \ \ _ SHEET C -J.2. -- 526 .� ------- -- -�- '� . -.-.--"..- STONE CHECK DAM D \ LAIE<Ai527 _._ ........ .. .. . -- ._ .. ----� �! ser — —L — — .. �— ✓_ 524APER;/XIMAE �528 528 - OCATI nV S 529 _ / / 1 _ ......... .. 77 - —� L _sA _ - H CRpSSiNG ';, - � Tp�c .........._....._ -�p / g2e � � � ._ `28.7 �_SA_--__-` ,_- _� _._ - � � - 1 .' 11 �.._- WORT - - - s�9 i .L. - -- - -- , yy9 -- �----------- -- i� �- 29.6 A----_---_---_ A' _ - SA' -7:K - ).. _ L x i 0�� El .. / , APPROXIMATE OCATI _.. �l��/ j -� - / // STORM SEWER ASEME T _ �-ID€ED BOOK 1281, `PAGE 1542 F. El I ! moi,= ,.��' < RASS �� \ 528 J \\ =6 :tJl...c, "1 .ice Imo' : C r- sJo [.. N527 ry 20' DRAINAGE EASEMENT GRASS / /) ICONSTRUCTION I TEMPORARY CONSTRUCTION EASEMENT N __- LIMIIIsTSTRucnaN %� SF iSILT �� .. / /I,S / j CONSTRUCTION R f ON � 528 \ `: e'�C1 i�1'� 530_ 182.49' `, 2' NN 1 / c 055 �. d., \ L l / / II I / 114E Nl. • 121G ACE 102 Q`" ! // / // ! ! �%y \jam J � `� � � / /// I _ — / % i' ��_ _-- � � _--- ��'�� FIIE 111 . 1209_C-3.1 /"4 •w rL•�!-; '� —.✓' `" I SUE wE -09/29/06 ,A ! /! ii moi_ i 5A5 I "AMU . 1n . / \ i T /!.� /I i-/ /�� / // -, SEE DETAIL MAP-- Control Plan Jk �/ \ \ !' _-_ --1� —' // / / / -� I I SEGMENT \ Site Erosion s\ \ \\� SEE DETAIL MAP -- SHEET C -3.J ._ ..� SHEET C-3.3 BWPPP 6'� ? CRAPHAr' SCALE \ /�� /'�-.-- -.. laC�i �'.. b_.. ..•r� � -�// 1" ��I„" �' a�� .. I x I ' 1 1 Sheet 7 of 23 V \ 2Y! 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IX P.Q.B ` f T sas1 A A \ � T N� \r N \ Cn \ Y � 1 i - --- B. 545.4 EP , CI n EF 545: \ j I I r 545.8 f C 545.8 -545.9 � !. rMDE •07 AC 1 EP 545.8 1EP 545.9 I Q PO 0 z H AL --10 =azo`' P fi%- 5as_ - 545 -.�'- - - _ 550 �\ JJ U _ - -1'= •� -550 _ -P►M 16 I I +I nI � ``T ` 1I �9�- 0.14 AC 0 545 AREA 32 AREA 40 ? \ a TD 546.0 ' i I 111 01 1266_..1.f.d-60•12 AC 013 AC REFERENCED DRAWINGS 45. T-544.0 i I 1� C2 1269-baw.dr6 03 545 i5 _-_� G-32 '. YFE A- CI -40 TYPE A 04 s _A) ca1AR1 - w FLo x, 1 11/01/0e ��_ 1 WATEk QUAL ITY INSENTWATER QUAIJtt INSERT 1 \' 'I ®per PER -- -�`- --- a,c 7 I i`•. T-544.0 T-544.0 II I COUNTY COMMENTS 0.32 AC -- \� t ''�� _ /� 5� _ t 545 F I Q oe/,6/oe 77=77' 540 �L 26o.1fi�' ..... COUNTY COMMEMiS \ RL\ISED PER EC -1 J " er -- - - ��- ------ ------- ----'-- _ 1 5 .-r. ,.-, y/1 Fu 6n • 55609 /, wllE wE -05/18 (� • ,:, -'------ ICI-50iVD_OT DI -3A, -__- - - T01- EL Storm Drains e 544.7 ( 1=3.0' r� 15' CMF ES -1(61) WAC -i ------ INV 540.0 - 541.3I Worksheetg INV. 540.50 -- - - - - - - - - C.RVWIC sCAIEINV. EL. Sheet 8 of 23 20' 0 20' a� alar 6R --- - et/uh7-- C-3.2� -0a n ° Z CL 0 - V) W K .0 L_ff Z W Lj�aJo J O r � 0• C /� I� V , 11f��•i C W W 1� ~O b < N W 0 cr V) (/) Q --10 =azo`' P fi%- 5as_ - 545 -.�'- - - _ 550 �\ JJ U _ - -1'= •� -550 _ -P►M 16 I I +I nI � ``T ` 1I �9�- 0.14 AC 0 545 AREA 32 AREA 40 ? \ a TD 546.0 ' i I 111 01 1266_..1.f.d-60•12 AC 013 AC REFERENCED DRAWINGS 45. T-544.0 i I 1� C2 1269-baw.dr6 03 545 i5 _-_� G-32 '. YFE A- CI -40 TYPE A 04 s _A) ca1AR1 - w FLo x, 1 11/01/0e ��_ 1 WATEk QUAL ITY INSENTWATER QUAIJtt INSERT 1 \' 'I ®per PER -- -�`- --- a,c 7 I i`•. T-544.0 T-544.0 II I COUNTY COMMENTS 0.32 AC -- \� t ''�� _ /� 5� _ t 545 F I Q oe/,6/oe 77=77' 540 �L 26o.1fi�' ..... COUNTY COMMEMiS \ RL\ISED PER EC -1 J " er -- - - ��- ------ ------- ----'-- _ 1 5 .-r. ,.-, y/1 Fu 6n • 55609 /, wllE wE -05/18 (� • ,:, -'------ ICI-50iVD_OT DI -3A, -__- - - T01- EL Storm Drains e 544.7 ( 1=3.0' r� 15' CMF ES -1(61) WAC -i ------ INV 540.0 - 541.3I Worksheetg INV. 540.50 -- - - - - - - - - C.RVWIC sCAIEINV. EL. Sheet 8 of 23 20' 0 20' a� alar 6R --- - et/uh7-- C-3.2� � T T Z T w STONE♦ /ENTRANCE ELEVATIONPA T 7 SIDE UNTO* 9110" 70 MIK 7 W 04 70 W 10 or $W000106 PLAN VIEW Ir MIL 0 • SECTION �i �► r IBM► • _ i SECTION i i • dw got new An, Oft AS IL f- •.._ �y � frl DJVEHSJ0jV NOTES: -Compacted Soil ON. 39 L r 1W LK •IST Wim owim / a a ro wftrm TIME momcTom „v Q -- s II�L � s awl..-. ou►s� tNE owrtL r�ii M. . 2. a A1R asons tltrALLATION tRMO@ CONTAOL STOW t op �A�C IIB RrCRNTK ! PlAlli. COIKTIyCT1oN s d O Z 1fl' IlllYt •• ,.\ � TO �M ---Flow_ 3. j�O MF/ r« V4 &on%&oElt ALL E 041 1 tWft STOW 0 N s� s • 0 �iiv itT Sit MA f 1 1 , �� I = - - � - r CUL T. B '.'€L►►.11CK oR `IraICI, f= > ° �- )fes TVIyCAI SECNON lIIOMMI ON PLM16 OR fp! BOTTOM IMOTM AW OEPTN ---- ___. 7tC Or L7YM[l.M[Tpl [7QSlilo QTCN OR IMTIA/� �' W Q -Z IMI, �TM •�''I to-} J v a J 0 A SECTION 8-8 tX CLAM I 2• ry `/ CLAM t 3' W I /1 o f G� Ilir- BW T •' , wIW� . quq'q^. .,"+. 4 ,r,:. "NurWIC ` sl , w 4 IM .- ' , ,�+ru. rr a ;,q= In, .,, w�c .. ', .%� r pix' wl rec •.: cT, I u;:;;, , •.:.... • �• STONE FOR EROSION CONTROL . 'd - '4�•'�'�li:,. .� �L 1.1.. nr , uli. 'nIAMMI • , ...r-...,-- ' . r:^:w.. , . .:. ,. ». aw r mH. ni'illi p'mil rtw tlRO nlml KFNtTM0NT 4F t I. �..: '. .S��Y �INjih.. � U�IINW' +'I•VI R��9. ^`.:'•rp, .. `=:fir 1"'. Y+Y,"'P Pwl�tltlllll:' TRM�TA1�) .p.� IKE UJ TEMPORARY SEDIMENT TRAP TEMPORAR Y SEDIMENT TRAP TEMPORARY SEDIMENT ° CONSTRUCTION OFA SILT FENCE TRAP m„ TABLE 3 ;z.D (A'ITHOUT FIRE SUPPORT) TEMPORARY SLOPE DRAIN ST -1 ST -2 ST -3 SrM SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA �s.o' ,� 2.0' U t. t1t1' THIS STAKES. R. EXCAYAl! A 4"x s' TltsltCtt � ` Total Lbs. ALONo Tit un or 1:,; STAXII3, aftgA I • Cslo[rL • olaowiL �++ l i / J BARlIKM DBa t+BOrloB BniT Per Acrg ' ~ I o •0VAV. •0 QW 10 Minimum Care •aWl] r / / / .� C[MOO•Ilflly IBtfAL (Co�At,'t1t� �� '� L•' - Couunercial or Residential '175-200 lbs. 130=311M Coum i7 CU. Y0./ACK • •7 CU Yp./ACK • � !t w�AhBli ; •7 CU. 1M./AdtE • Kentucky 3 � "' � H �. ;;, et w�[ ky - 1 or "turf -Type Tat! Fescue 45-1004b 04 Improved Perennial Ryegram 0-5% >�a - Kentucky Blut r'1. c PLOW r, s7 a. ro./AWE s� a. rD/A[slc Y R S- 0-5% room ° + tO1I'"OO�� "• (oac/A«Tty� ` MAC s7 � �� •' MAX.I �ii>r - tcn:tnte I awn � REFERENCED DRAWINGS flLTslt aoTM owon% t 00-250 lbs. 01 ELEV. 340.0 Flues CLOTH aoallAL .. •• sT1Il0AMIB l�[AMD fltB z�TM01r OIIp1NtD ELEV. 541.0 plpyNp ELEV. 328.0 FLTE1t CLOTH al[[INIAL elty [Lev anou ° 02 3. STAPLE I+ILTER MATERIAL 4, SACU LL AND COMPACT Kentucky 31 or Turr- Type Tall Fescue 100% 03 o•All[E A•pRMI[ clan: wT+rw •Sstt PLAT[ 3.I3 -c Caws AGWOM" ass I [aur QOralSli2l?�(3:] or ks0 04 TO STAKES AND ttt'TEICO THC EXCAVATZD BOIL, •s[E PMTt! 7 ti -t " « iT rNl'0 THE TRENCH. co+rME AooKwaE cuss I s�rtAr talo[ PIAT[ ].13-1 _ 3=011 VIRW CROSS SECTION OF OUTLET CROSS SECTION OF OUTLET CROSS SECTION OF OUTLET Kentucky of Fescue 122 lbs. 09/18/06 - Red Tar Crass 2 lbs- ®REVISED PER F - Seasonal Nurse Crop " -r MtoRs, amttswr TrATr s ootrnlotttao A! ottttir r urwlo rolloere a� _ ss�sM 2h lbs, � �M� TIB,L Comm t+BOBlas Lamm - (j.0' CLM I N~ LOOTN 1 CUSS 2 raw � 150 tbs. x� As[A WXWWf [+ r 8.0 V Ax 8.0 1 ow•�laintenallSS_51S2Ac (Stce�►cr th �n 3 .J1 08/1e/06 o.c' e101 omitow[s[,oN i - Kentucky 31 Fescue 109 Itx. REVISED PER 01`[ -Red Top Grass 2 1bx, CITY COMMENTS • Seasonal Nurse Crop • 20 tbs. SHEET FLOW W3TALUITION ENClH�T Dw , ,' - Crownvelcic •' ML in • 1269 (PERSPECTIVC w�Tr) (�A�) i 3:t 150 FILE NO. • 1269_C-3.3.dwg „•• +ter � RATE • 02/23/06 Use seasonal nurse crop in accordance with seeding dates as stated below: February 2bth through April NAR SCALE t:1 siM►t • -- — — _ _ — �... .4'•.- � �� ,� � I b p ..................... • Annual Rye ' f / / 1 I � / r , May Ist through August 151h Faxtail Millet Site ooAltsa AB•sttcATr `� �/ LOAM �ssll[aNrx" ! i r, « /� / August ]6th through October ................... • .. Annual Rye ��/ / /// Novemhc r through February 15th ........ Winter Rye Erosion Control ATs� M cxvTll �` � � eLOTTt '�� MM olATtl ��' Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (Ma PaNTa A &INAGSW= et MGM THAN PO1NT e, ttttMClION A — A �i.. �� through September use hulled Sericea, all other •ri y Details Sheet 9 of 23 DRAINAGEMAY IN3TAi1J►TION �' � pc. cxls, use unllulls'd Sericea). f!'ROliT ELEVA710)N) if hlltpe;r is used in lieu of Crownvetch, increase rate 10 ,30 lbs./dere. All kgurne SHEET a ~OOARSE AOBREf1iTE SMALL BE v00T i3, #!67 t>fr #b ~COARSE AGGREGATE SHALL BE VOOT #3, 13S7 OR #S ~COARSE AGGREGATE SHALL BE VOOT #3. #357 OR #S seed must hglproqerly inoculated. Weeping Lovegraw may be added to uny slope OUTLET (PERSPECTIVE VIEW) OUTLET (PERSPECTIVE VIEW) OUTLET (PERSPECTIVE VIEW) ,, Iov-m:►=nlenM nix during warmser periods; add 10-20 tbs./acre in m ., m. •:eWa .. .. ,Ami ..,.., ,mu IyW; I I • ':x'.w ,. . � , ,;rc .:q;.• a+nea +wq nTIXCS.C33 11!":1 °I Iq" 0111T. °<•�;�,.��w,+n.w""Ir�G�*,r�«N^r�r�w.,,..,.,�,�,r. �, .. CGCG,,.. WALGREEN5 SITE WQ-22 STRUCTURE 30'0 FRAME AND COVER FM IME NOTE 4) 24V FRAME AND COVER (SEE NOTE 4) -GRADE RANG 0yr) FIDM SrRCADIX 5Tr 4'-6E me NOTE 71 RRMANENT F0pL ' EN[RG, STOmrLLRRa UDERDRAN 01551FATOR CARTEDGE (M) MMIFOID (SEE NOTE 2) V x 16' STORMFILTER - SECTION VIEW A 1 rne3To441•Am vANGIrMD,r U S. Mi41T xG. S33Y.L31, b 4W.OM. b. f.GN.3'K. MD OI,RRUD. /x01f1mgM 02006 CONIECN BblmwRw BMAbnL rAm,n rernNG C*NnW V x 16' PRECAST STORMFILTER 5ronLgKAM PLAN AND SECTION VIEWS 1 :WTIONS_ STANDARD DETAIL ID A.. "v, WATER QUALITY STRUCTURE DATA REMOVAL RATE = 50% -65% TP COMM4 6' x E PRECASTS , N07FE LTER �STOISIR" E�R TOP AND SECTION VIEWS, NOTES AND DATA 2 �OLIJTION - STANDARD DETAIL W1 WA10 QUALITY SlRLP URE)) (SEE DETAL N 534.6 TRIPLE 43' DIA HDPE PIPES BYPASS T-530.0 INV- 532.1 OUIET CONTROL STRUCTURE NV- 5M.1(IN) INV- 535.0 (OU» WALGREENS SITE UNDERGROUND STROM DETENTION/ WATER QUALITY FLOW CHART WATER QUALITY STRUCTURE (SEE BHT C-14 FOR DETAIL) INV- 534,5 N) INV- $322 CUT) AA INLET M (XE NOTE5 5 A RETAIL 51TE WQ-5 2 5TRUCTU RE BALLAST 30.0 FRAME AND CONCRE2 OWER (STD) GRADE RING ISEE NOR 41 ULET 5546) 5TEP IT&) -_ INLET FIFE OUTLET (BEES E NOT5 G G) RISER WI1M xUM MiAP Lm } 4'-G" MIN (5EE NOTE 7) BALLAST x[ NOTE T MDT I T� 5EE DUAL 22 UNDERDRAN 5TORMIFLLTER CARTRIDGE MAMrOLD (TYM (xE NOTE 2) MANHOLSTORMFI TER -SECTION VIEW A � IM[naw-AmGMlweGexr IID. M14RNw G,332.G31. Me. G.HI.OM.ft. 0.iN S]G. MA 0114 U.S.INOILOL4M D1111WMG1 SNyNM Mip9 P[NGMf COM R PRECAST 7Y MANHOLE STORMFILTER �STOMDYVAi�� PLAN AND SECTION VIEWS 71. �60LUTIW STANDARD DETAIL WATER QUALITY STRUCTURE DATA REMOVAL RATE = 50% -65% TP OVERFLOW BYPASS PIPE A ' NV -539.5 A GENERAL NOTE5 1) 5TORMPRTER BYCONTECH 5TORMWARR 50UIIION5; PODUND, Ot (800) 5464GG7; SCIUEOROL)GH, W (8777 907 7G: BARDGE. W (8GG) 7469318. 2) I Ve t CARIRDGEM) TO BE 5IF110NACIUATED AND 5W -CLEANING. 5TANDARD MAK. ShIC)" ~COM NUMBER. Or CARTRDGE5. ACTUAL NUMBER REQUIRED TO BE SRCFIED ON 5M rW150R IN DATA TML[ BELOW, 3) FREIA5T MANHOLE 5711IUC(URL TO BE CONSTRUCTED IN ACCORDANCE WITH MTM U76. DETAIL R[FIECT5 DE51GN INTENT ONLY. ALTUM DIMCN9DN9 AND CONFIGURATION Or STRUCTURE WILL BE SMOMN ON PRODUCTION SHOP DRAWING. 4) 5TRUCNRE ANO ACQ%CWERS TO MER AA5FTO M-20 LOAD RATING. 5) STORMPILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF IL59 D170F E AVAILABLE, CONTACT CONTECII 5TORMWATER5CURION5. MNNR)M ANGLE BETWEEN INLET AND OUTLET 945'. G) INLET PR•INfG TO BE SPECIFIED BY ENGINEER AND FRWIDED BY COIITRACTOR PREUST MNNUOLE 5TORPILTE1k EQUIPPED MTN A DUAL DVAERR NOTE CUTLET STUB AND SAND COLLAR. EIGHT IN01 DIAMETER OUTLET SECTION MAY BE SRARATED FROM OUTLET STUB AT MOLDED -N CUT UNE TO ACCOMMODATE A 121NO1 OUTLET FIFE. CONiRIpN TO DOWNSTREAM PIFING TO BE MADE U91NG A FUMBLE COUPLING OR ECC C REDUCER. M REQUIRED. CO FUNG BY "NICO OR BUN_ AND FRDVIBED BY CONTRACTOR 7) PROVIDE MINIMUM CIENPANC[ FOR MAINTENANCE ACC!55. FI A SH4LOWER 515TW B REQUIRED, CONTACT CONT[GTI 5TORNWATER 5OLUTION5 FOR OTHER OPTIONS. 81 AND-ftOTATDN BALLAST TO BE SPECIFIED BY ENGINEER AND FRONDED BY 0044 FOR, IF RXiUR[D. BALLAST TO BE SR AID]LLND TME FEAM M OF THE 5TEKTURE. 9) AL STORMFILTRS R[OUR REGULAR MAINRNANCt. REFER TO OPERATION AND MANT[NAIC[ GUIMUNC5 FOR MORE INFORMATION. ND FRANC AND COVER IBM) MANHOLE STORMFILTER - TPVIEW 1 OUTLET SAND COLLAR R15ER 12.0 WM STLE 4 MdLXD-N CUT LM .. r 810 WTLEI5T B `OUTLET MPC fCnC CONTRACTOR) MY CONG (BY Nam G)TOIV 5T NOR 61 BALLAST GROLf7 (5@ NOTE 8) m NwNAm 1rnGGwnBNr (BY WNTRALTOqMRM,b. SJ3!1'- 5 3,139. na�ORMFI T R- OUTLET TAI NO01111 V.S. /W 1O1Rn1 BWINIR Mldl! TOY PRECAST 72" MANHOLE STORMFILTER TOP AND SECTION VIEWS, NOTES AND DATA 2 S_ I STANDARD DETAIL INV- 573.3 INV- IS= STRUCTURE 6.FOR DETAIL. INV- 576.3 CUTLET CONTROL/ ATER QUALITY DIVER SIO N STRUCTURE H III.- NVy�533.2 "157a.i [OU RETAIL SITE UNDERGROUND STROM DETENTION/ WATER QUALITY FLOW CHART 1. ALL f101RRTW REg11E 4WRNt WRRBNQ 1N11BNQ 11EggRT 4 JR4 1am Is MMKIL 1110N ER BNYCI041M1 wIR P4LL114111 LBRIIN. MMM IPIIIIflVIII'C i flOYll4 Nw4BYIME MALY}9 RlIg4L NE I L14WR A IDBI MRI1IDit3 IRWIY. 6 AMIIARNfn ®31417. MO MILT RKIN.eN. 3 RRL IYLM1FNNlZ fANILa INV R nE�®n a1B4141u 444mort. Nc. Iq/fAIpIT OM111LDR0 AE Rao RPadeE FICO narLTa IIYARBeR OR NP aolNli 444 Ta IA44AR aNmt-Nnm 44Ilew4c ,YTMn. I= NEIL wMM" ISM M0 111 �LPEP7 RpgY g1411p yR11BN4S 44VIp 4: 44®T N EM NL MRDOIEE 7FJR gNp4,1 4EEATINI4 •Ia10a4� 1 MIRE ornAm Ng1IN,l 41M4OiRk I '.' j aTaBRNi say FE•. 032001 -o a e o Z a O _ L h 0 a '= > 04- AT - W W L. LLI o CL J 0 O[ < C VIE) o W C Vj Ld C (3 LLJ � W 0 SNI Q) 0 04 OtNJ A o cr NN2 ::) U ®12/01/06 REVISED PER COUNTY COMMENTS 06/29/06 REVISED PER COUNTY COMMENTS RIDE N0. • 1200 RIE NIL • 1209-C-7.7Aw9 DM DRE . 00/23/06 NOT DTAIE • 1:1 Site Erosion Control k !later Quality Det Ms Sheet 10 of ES !TEPP NR C-3.4 GENERAL NOTES 1) 5TORMI'VER BY 5TORM10YATR31GO; WEST: rORTILAND. OREGON (BOD) 5464667; WT: 3CIVEOROLGM. ME (6771 907-8676: MID- ATLANTIC: BIVLID6E, MD (aW 740.3316. 2) FILTER CARTRD6E(5) TO BE 51MON.ACT1ATED AND BELF{AEAIING. 5TMOARD ORAL DRAWING 511OW5 ~COPA NUMEER Or CMIIUDGL5. ACTUAL NUMBER RCO1.11KED TO BE 5ROMO ON BITE MANS OR N DATA TABLE BELOW.. 3) ?1MCA9T VAULT TO BE CONSTR X -TED IN ACCOIDANCE WITH ASTM 0657 AND ( . DRAB DINWNG REr=T5 DESIGN INTENT ONLY. ACNA DIM[NSIOIO AND CONFIGURATION Or 5TIIj CRRE WILL BE 5rC" ON FROO1LTION StMP ORANwNG. 4) 5TRICTURE AND ACCE96 COVERS TO MER ABNTO H -2O LOAD RATING. 5) 5TCWMM RCQURE5 2.3 FCR Or DROP MtOM NIST TOOUT . r 1EBB DROr E AVALLMLE, CONTACT STOtMNARRSGO. G) INLET AND OUTLET FIFING TO BE SPECIFIED BY ENGINEER AND FRWIBED BY CONTRACTOR. rRECMT 5TO MFLTER VAULT EQUIPPED LMTH E"M MNOOAOLLT5 OR WT -N BOOT DOMNE 1045 AT NLET AID OUTIET IO(ATION5. COUPUNG DwJ 7) rRWIDE WIMUM CLEARANCE FOR MAINTENANCE ACCG55. IF A SFMLOMR SYSTEM E REWRED, CONTACT (BYCONTRACTOR) 5TORAMCATCR PCM OTNER OFTION5. 6) ANT.FLOTATION 8A11A5T TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR 1F REGURCD. BAUAST TO BE BR ALONG ENTIRE LENGTH OF BOTH 5106 OF THE STgR,TLRE. A 91 NL 5TORMLTFM MMIRE QGULA NfBNANCE. RBrB[TO OrCRATICN AND MNNRNANCC GWFLN[S FOR MORE 24V FRAME AND COVER (SEE NOTE 4) -GRADE RANG 0yr) FIDM SrRCADIX 5Tr 4'-6E me NOTE 71 RRMANENT F0pL ' EN[RG, STOmrLLRRa UDERDRAN 01551FATOR CARTEDGE (M) MMIFOID (SEE NOTE 2) V x 16' STORMFILTER - SECTION VIEW A 1 rne3To441•Am vANGIrMD,r U S. Mi41T xG. S33Y.L31, b 4W.OM. b. f.GN.3'K. MD OI,RRUD. /x01f1mgM 02006 CONIECN BblmwRw BMAbnL rAm,n rernNG C*NnW V x 16' PRECAST STORMFILTER 5ronLgKAM PLAN AND SECTION VIEWS 1 :WTIONS_ STANDARD DETAIL ID A.. "v, WATER QUALITY STRUCTURE DATA REMOVAL RATE = 50% -65% TP COMM4 6' x E PRECASTS , N07FE LTER �STOISIR" E�R TOP AND SECTION VIEWS, NOTES AND DATA 2 �OLIJTION - STANDARD DETAIL W1 WA10 QUALITY SlRLP URE)) (SEE DETAL N 534.6 TRIPLE 43' DIA HDPE PIPES BYPASS T-530.0 INV- 532.1 OUIET CONTROL STRUCTURE NV- 5M.1(IN) INV- 535.0 (OU» WALGREENS SITE UNDERGROUND STROM DETENTION/ WATER QUALITY FLOW CHART WATER QUALITY STRUCTURE (SEE BHT C-14 FOR DETAIL) INV- 534,5 N) INV- $322 CUT) AA INLET M (XE NOTE5 5 A RETAIL 51TE WQ-5 2 5TRUCTU RE BALLAST 30.0 FRAME AND CONCRE2 OWER (STD) GRADE RING ISEE NOR 41 ULET 5546) 5TEP IT&) -_ INLET FIFE OUTLET (BEES E NOT5 G G) RISER WI1M xUM MiAP Lm } 4'-G" MIN (5EE NOTE 7) BALLAST x[ NOTE T MDT I T� 5EE DUAL 22 UNDERDRAN 5TORMIFLLTER CARTRIDGE MAMrOLD (TYM (xE NOTE 2) MANHOLSTORMFI TER -SECTION VIEW A � IM[naw-AmGMlweGexr IID. M14RNw G,332.G31. Me. G.HI.OM.ft. 0.iN S]G. MA 0114 U.S.INOILOL4M D1111WMG1 SNyNM Mip9 P[NGMf COM R PRECAST 7Y MANHOLE STORMFILTER �STOMDYVAi�� PLAN AND SECTION VIEWS 71. �60LUTIW STANDARD DETAIL WATER QUALITY STRUCTURE DATA REMOVAL RATE = 50% -65% TP OVERFLOW BYPASS PIPE A ' NV -539.5 A GENERAL NOTE5 1) 5TORMPRTER BYCONTECH 5TORMWARR 50UIIION5; PODUND, Ot (800) 5464GG7; SCIUEOROL)GH, W (8777 907 7G: BARDGE. W (8GG) 7469318. 2) I Ve t CARIRDGEM) TO BE 5IF110NACIUATED AND 5W -CLEANING. 5TANDARD MAK. ShIC)" ~COM NUMBER. Or CARTRDGE5. ACTUAL NUMBER REQUIRED TO BE SRCFIED ON 5M rW150R IN DATA TML[ BELOW, 3) FREIA5T MANHOLE 5711IUC(URL TO BE CONSTRUCTED IN ACCORDANCE WITH MTM U76. DETAIL R[FIECT5 DE51GN INTENT ONLY. ALTUM DIMCN9DN9 AND CONFIGURATION Or STRUCTURE WILL BE SMOMN ON PRODUCTION SHOP DRAWING. 4) 5TRUCNRE ANO ACQ%CWERS TO MER AA5FTO M-20 LOAD RATING. 5) STORMPILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF IL59 D170F E AVAILABLE, CONTACT CONTECII 5TORMWATER5CURION5. MNNR)M ANGLE BETWEEN INLET AND OUTLET 945'. G) INLET PR•INfG TO BE SPECIFIED BY ENGINEER AND FRWIDED BY COIITRACTOR PREUST MNNUOLE 5TORPILTE1k EQUIPPED MTN A DUAL DVAERR NOTE CUTLET STUB AND SAND COLLAR. EIGHT IN01 DIAMETER OUTLET SECTION MAY BE SRARATED FROM OUTLET STUB AT MOLDED -N CUT UNE TO ACCOMMODATE A 121NO1 OUTLET FIFE. CONiRIpN TO DOWNSTREAM PIFING TO BE MADE U91NG A FUMBLE COUPLING OR ECC C REDUCER. M REQUIRED. CO FUNG BY "NICO OR BUN_ AND FRDVIBED BY CONTRACTOR 7) PROVIDE MINIMUM CIENPANC[ FOR MAINTENANCE ACC!55. FI A SH4LOWER 515TW B REQUIRED, CONTACT CONT[GTI 5TORNWATER 5OLUTION5 FOR OTHER OPTIONS. 81 AND-ftOTATDN BALLAST TO BE SPECIFIED BY ENGINEER AND FRONDED BY 0044 FOR, IF RXiUR[D. BALLAST TO BE SR AID]LLND TME FEAM M OF THE 5TEKTURE. 9) AL STORMFILTRS R[OUR REGULAR MAINRNANCt. REFER TO OPERATION AND MANT[NAIC[ GUIMUNC5 FOR MORE INFORMATION. ND FRANC AND COVER IBM) MANHOLE STORMFILTER - TPVIEW 1 OUTLET SAND COLLAR R15ER 12.0 WM STLE 4 MdLXD-N CUT LM .. r 810 WTLEI5T B `OUTLET MPC fCnC CONTRACTOR) MY CONG (BY Nam G)TOIV 5T NOR 61 BALLAST GROLf7 (5@ NOTE 8) m NwNAm 1rnGGwnBNr (BY WNTRALTOqMRM,b. SJ3!1'- 5 3,139. na�ORMFI T R- OUTLET TAI NO01111 V.S. /W 1O1Rn1 BWINIR Mldl! TOY PRECAST 72" MANHOLE STORMFILTER TOP AND SECTION VIEWS, NOTES AND DATA 2 S_ I STANDARD DETAIL INV- 573.3 INV- IS= STRUCTURE 6.FOR DETAIL. INV- 576.3 CUTLET CONTROL/ ATER QUALITY DIVER SIO N STRUCTURE H III.- NVy�533.2 "157a.i [OU RETAIL SITE UNDERGROUND STROM DETENTION/ WATER QUALITY FLOW CHART 1. ALL f101RRTW REg11E 4WRNt WRRBNQ 1N11BNQ 11EggRT 4 JR4 1am Is MMKIL 1110N ER BNYCI041M1 wIR P4LL114111 LBRIIN. MMM IPIIIIflVIII'C i flOYll4 Nw4BYIME MALY}9 RlIg4L NE I L14WR A IDBI MRI1IDit3 IRWIY. 6 AMIIARNfn ®31417. MO MILT RKIN.eN. 3 RRL IYLM1FNNlZ fANILa INV R nE�®n a1B4141u 444mort. Nc. Iq/fAIpIT OM111LDR0 AE Rao RPadeE FICO narLTa IIYARBeR OR NP aolNli 444 Ta IA44AR aNmt-Nnm 44Ilew4c ,YTMn. I= NEIL wMM" ISM M0 111 �LPEP7 RpgY g1411p yR11BN4S 44VIp 4: 44®T N EM NL MRDOIEE 7FJR gNp4,1 4EEATINI4 •Ia10a4� 1 MIRE ornAm Ng1IN,l 41M4OiRk I '.' j aTaBRNi say FE•. 032001 -o a e o Z a O _ L h 0 a '= > 04- AT - W W L. LLI o CL J 0 O[ < C VIE) o W C Vj Ld C (3 LLJ � W 0 SNI Q) 0 04 OtNJ A o cr NN2 ::) U ®12/01/06 REVISED PER COUNTY COMMENTS 06/29/06 REVISED PER COUNTY COMMENTS RIDE N0. • 1200 RIE NIL • 1209-C-7.7Aw9 DM DRE . 00/23/06 NOT DTAIE • 1:1 Site Erosion Control k !later Quality Det Ms Sheet 10 of ES !TEPP NR C-3.4 SITE/GRADING W A L G R E E N S S I T E H E D U L E CD407 REV 6/22/'95 wrsswssssssasssssssssssszasssrssrssssasarrrsssrsrsasssssssssssassassarrssssasssrrsrrsssssssrrrrrsrsss UNDBICUT SHPLL MEIN EOCNrf1T10N OR OIHETI REMOMIL OF UN4SU MME MATOML BELOW ELE1MilON OF S T 0 R M D E T E N T I O N B A S I N S C H E D U L E I SPLWY I SPLWY I aaaaas=:xaaxeass:sssasaaaaaaaeaasaaamaac=-x=-axxxxsssssssss:szsas=assssssssassax=a=oaooxxxxsss:sso=:apxaaaxassssssssss I LOCATION I DEPTH I LENGTH I WIDTH I VOLUME I VOLUME I ELEV OF I SPLWY I SPLWY I SPLWY I TOP I BASIN I I 1 I I i REQUIRED I PROVIDED I REQ'D I WIDTH I ELEV I FLOW I BERM I BOTTOM 1 I I (FT) I (FT) i (FT) i (CU. FT) I (CU. FT) I------------ I --------- I ---------- I --------- i I ------------- I STORAGE I I I (FT) I I I ELEV I ELEV I ELEV I ---------- USD I S.2 I 111 I 4.0 4169 --------- I 539.E I -------- 6. 0 ------- I I 639.2 1 -------- I 540.0 1 -------- I --------- I 542.4 i 534.0 iI as:sasassasssass:assss=as=x=..ssassasssssssssass::aasszsaasat==na=oaaaxxasac==cxc=aaaBassassss::::sass=a=sssssssass=ca==a=aa=e STORMWATER DETENTION IS PROVIDED IN AN UNDERGROUND SYSTEM (011 ?9Ll Hao) (ac) (rnn) PIPE SIZE- 24' PIPE SIZE- 48' (do) (da) (ds) (fps) Tyne , LENGTH= 4169 CF/C 3. 12) (2, 0) ' = 332 LF p,pmat TYpip STAB Ebip Lpup INVdp Splp Asa TCAds 3 ROWS OF 111LF- 333 LF (CROSS CONECTING PIPES PROVIDE AN ADDITIONAL 24 LF) CB -46 TO CB -48 AND CD -48 TO JB -50- 130 LF) s**P Ow CUbt OUTLET RESTRICTORS VP0 Tor '7; OUTLET RESTRICTORS HDPE 2 2 YR STORM - 6.9 INCH ORIFICE AT ELEV. 534.0 01 0509( 0.'4 0.15 2 YR STORM - 7.0 INCH ORIFICE AT ELEV. 536.0 50 10 YR STORM - 6.9 INCH ORIFICE AT ELEV. 534.0 7.1 0.9 1.1 4.8 10 YR STORM - 7.0 INCH ORIFICE AT ELEV. 538.0 ORIFICE RESTRICTOR IS LOCATED IN A BAFFLE IN THE OUTLET CONTROL STRUCTURE (JB -20) SEE DETAIL SHT C-3.4 SITE/GRADING CD407 REV 6/22/95 aassssasssassssssssss sssssasssrsrsss ssr as:ssssssssassssssssssssrssssssssrssssasrsssssssssssssssssrsss S T O R M D E T E N T I O N B A S I N S C H E D U L E �.:L - •:. UNDBICUT SHPLL MEIN EOCNrf1T10N OR OIHETI REMOMIL OF UN4SU MME MATOML BELOW ELE1MilON OF assaasassssssaaaaxasssssssssssssaaaaaaazaaasassssss:as.aaaaacssssassssssssaaaaaasssssssss-sssssssssssssssssssssssss::ssssssss R I LOCATION I DEPTH I LENGTH 1 WIDTH I VOLUME I TAI L I EQE# FFEI SPLWY I SPLWY I SPLWY I TOP i BASIN I I I I I I REQUIRED I PROVIDED I REQ'D I WIDTH 1 ELEV I FLOW I BERM I BOTTOM I I 1 C FT) I (FT) I (FT) I (CU. FT) I (CU. FT) I I------------I---------I----------i---------I----------I-------------I---------I--------1-------I--------I--------I---------I STORAGE I (FT) i I ELEV I ELEV I ELEV I I USD -1 1 4.2 1 130 1 2.0 1 388 1 408 1 542.0 1 4.0 1 542.0 1 542.62 1 545.0 1 538.0 1 zssssszzszsasssssaasssssaaaaasassszs::sssssseas:sass:::ssssssssssssza:saaz:asssss:s:sszszazzsaaaaaaaaaaaaaaszaazzaaaaaaa=aaaaaa STORMWATER DETENTION IS PROVIDED IN AN UNDERGROUND SYSTEM WET STDRAGE=1809 CF (Made) (Mev) (n) (011 ?9Ll Hao) (ac) (rnn) PIPE SIZE- 24' (i 00 (do) (da) (ds) (fps) Tyne , LENGTH- 388 CF/( 3. 12) (1. 0) 1 - 124 LF p,pmat TYpip STAB Ebip Lpup INVdp Splp Asa TCAds Tup CB -46 TO CB -48 AND CD -48 TO JB -50- 130 LF) s**P Ow CUbt OP*P VP0 Tor '7; OUTLET RESTRICTORS HDPE 2 C14 539.5 90 01 0509( 0.'4 0.15 2 YR STORM - 7.0 INCH ORIFICE AT ELEV. 536.0 50 04 7.1 0.9 1.1 4.8 10 YR STORM - 7.0 INCH ORIFICE AT ELEV. 538.0 3 4 CN 5394 16 HDPE 2 CFS 5392 40 01 ORIFICE RESTRICTOR IS LOCATED IN A BAFFLE IN THE OUTLET CONTROL STRUCTURE 02-50) SEE DETAIL SHT C-3.4 SITE/CIVIL CDO52 REV 6/22/99 NOTES sss sssssrssssasssassssssssrsssssss ----sass sass sassy --- C A U T I O N - N 0 T I C E TO C 0 N T R A C T 0 R ALL TEMPORARY EROSION CONTROL MEASURES AND FACILITIES ssssssssssasssssssrossa��ssssssasssssssssssssssssssss SHALL BE RETAINED AND REMAiN OPERATIONAL UNTIL ALL OF THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR THE FOLLOWING CONDITIONS ARE SATISFIED: ELEVATION OF EXISTING UTILITIES AS SHORN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, - ALL PERMANENT CONTROLS, MEASURES, FACILITIES HAVE MEASUREMENTS TAKEN IN THE FiELD. THE (FORMATION IS NOT TO BE RELIED ON BEEN INSTALLED AND ARE FULLY OPERATIONAL. AS BEING EXACT OR COMPLETE . THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST - VEGETATION IS ESTABLISHED. EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE rrarrrr:"".err:rs:::srar:r:r:rrr,w::rrsrsrrs CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS, sassszss::sss ssssssss:asssssssaasasssssssss:rarsssassr . .' '. , _. a `anM nnM u '=%v 1-' ,.a471AIw ni. ,.almrl Mr `h4 .:4F Ml IYYI m.. i�9,r r. „hm� :.1Fi ..p n.IW. In 9nliI�'ull I I Wr�e. .,.. SOIL BIOMEile OWL NOTIFY ASG. TIC. - MGNTECIS MID ENGM1E M THAT ALL MGM HAMS PAMSED PROOF ROLL I na a TYPE �.:L - •:. UNDBICUT SHPLL MEIN EOCNrf1T10N OR OIHETI REMOMIL OF UN4SU MME MATOML BELOW ELE1MilON OF xI 80)C7.1)(1) NET STORAGE -1809 CF APPLICATION sI CFS DRY STORAGE =1809 CF STORM SEINER SCHEDULE A 15. OUTFALL PIPE WILL FOR DEPTH=3' AREA=1210 SF PASS 6.6 CFS ! 1. 0% TRAP DIMENSIONS, 40'X 16' (PROPOSED 15' SLOPE DRAIN BERM WIDTH* 2. 0' (AS REQ. BASED UPON ! 23'/P SLOPE) PIPE i STRUCTURE DATA CONSIDERED. SUCH GUIDES SWLL SE INCLUDID IN iNE CONiRMCiOR'S MME BIO. UNDERCUT NR MAL7(PILL SHALL WEIR ELEVATION* 543.0 CIRCULAR STRUCTURE) AREAS- TRAP INVERT, 540.0 -T K- SIT- -PP= FLOW - Q=CIA 134 CY-3618 CF (Mork) (•kV) (in) (pipe) WET STDRAGE=1809 CF (Made) (Mev) (n) (011 ?9Ll Hao) (ac) (rnn) (min) (i 00 (do) (da) (ds) (fps) Tyne , AREA STAhn Etip Dprp p,pmat TYpip STAB Ebip Lpup INVdp Splp Asa TCAds Tup Tpip s**P Ow CUbt OP*P VP0 Tor '7; 2 CB -2 540,0 15 HDPE 2 C14 539.5 90 01 0509( 0.'4 0.15 50 04 7.1 0.9 1.1 4.8 3.9 3 4 CN 5394 16 HDPE 2 CFS 5392 40 01 050% 0.06 023 54 02 7.1 05 16 46 3.7 8 �.. 5 C1.5 539.1 15 HDPE 2 C&6 536.3 94 01 0.86% 0.06 0.29 5.6 0.3 7.1 0.4 20 6.0 4.9 6 I 6 C8.4 5382 15 HDPE 2 DIET 5371 24 00 468% 0.46 1.02 4 USE TYPE L GRAM N CS.StJBSRTUTED 59 00 7.1 31 7 3 13.6 11.3 3 k (I; 9 C1.6 537.9 15 HDPE 2 JO -10 537.6 44 -2.6 0611Y, 0.14 0.13 5.0 0.2 7.1 0.9 09 51 4.1 0 10 JB -10 537.5 48 HDPE 2 DET 537.4 2 0.0 25004 000 0.13 52 00 7.1 0.0 09 227.1 18.1 1 14 Ce -14 540.0 15 HDPE 2 C1•113 539.5 93 01 0.54% 0.23 022 50 04 7.1 1.6 16 4.7 3.9 3 16 CI.16 539.4 16 HDPE 2 C1 -t7 530.9 93 0.1 0.54% 0 14 035 5.4 04 7.1 0.9 25 4.7 3.9 a 17 CI.17 $38.8 /5 MOPE 2 CS -1 I 536.4 70 07 0 SM. 013 049 58 03 71 09 3.4 4.0 4.0 6 :. 18 Ce -16 537.7 15 MOPE 2 DET 536.3 10 0.0 14 00% 007 054 61 0.0 71 05 38 24.2 19.7 3 19 DET 535.2 48 HDPE 2 JB -20 535.1 2 21 5 00% 0.00 102 100 00 5.6 0.0 102 321.2 25.6 20 JB -20 535.0 24 HDPE 2 CI.21 534.6 60 10 0 599'.. 0.03 1 82 100 02 56 0.0 102 17.4 5.5 1 ' 21 Cs21 S34.6 12 HDPE 2 V40.22 534.5 15 2.1 067% 0.064 004 102 01 5.6 0.2 02 2.9 3.7 6 22 W0.22 532.2 15 HDPE 2 JO -23 5321 7 0 1 0711%. 0.09 004 103 00 56 Do 02 5.5 44 1 22 JB -23 $32.0 15 HDPE 2 HW24 5312 16 00 0 63"!. D 00 004 103 01 56 0.0 02 5.1 4.2 1 21 CI -21 534.6 24 HDPE 2 MVAc25 5320 28 0 0 9 29 :w 0.04 004 50 00 7 1 03 03 689 21.9 1 23 C" 536.0 15 HOPE 2 HVic27 535.0 78 00 1 284w 0.16 0 07 50 02 7 1 0.5 05 7.3 6.0 2 70 J-70 544.0 0 HDPE 2 J-71 543.7 28 0.1 1.0791., 0.05 005 so 01 71 03 0,3 t-3 3.6 71 J-71 543.6 8 HOPE 2 J-72 543.3 28 0.1 t.0794 0.07 0.11 5.1 01 71 0.5 0,8 1,3 3.6 72 J-72 543.2 8 HDPE 2 J-73 5429 28 01 107% 007 018 53 01 71 0.5 13 13 3.5 73 J-73 642.8 8 HDPE 2 J-74 542.2 28 01 21491, D.07 025 5.4 01 71 0.5 is 1.8 S.1 74 J-74 642.1 8 HDPE 2 CBS 539.0 52 0.0 5.9694• 0.05 030 55 01 71 0.4 2.2 3.0 8.5 32 CI -32 541.2 15 HDPE 2 CWO 5410 24 0.0 1.0040 015 0.15 5.0 01 71 0.9 1.1 6.5 5.3 6Ir; 36 CL36 $41.2 15 HDPE 2 C1_38 540,6 72 01 0.58% 003 003 5.0 03 71 02 0.2 4.8 3.9 61" 38 CL38 $40.7 15 HOPE 2 CNO 5402 80 0.1 0.57% 004 0.06 5.3 03 71 0.3 0.5 4.9 4.0 6i` 40 C140 540.1 15 HDPE 2 FES42 540.0 26 OA 0.54% 013 0.19 5.6 01 7.1 0.9 1.3 4.7 3.9 81, ?4. 44 0144 54035 15 HDPE 2 0848 5401 32 0.5 0.78% 004 004 so 01 71 0.3 0.3 5.7 4.7 6 " ' 46 CB -46 540.0 24 HDPE 2 CR 48 539.6 68 0.1 0.59°/r 031 025 5.0 02 71 1.6 1.8 17.4 5.5 3 46 CB -48 5325 24 HDPE 2 JM•50 5397 52 1.1 058% 022 050 5.2 0 2 7 1 1 5 3.6 17.2 5.5 3 50 JB -30 539,1 12 HDPE 2 VVO-S2 $390 12 23 0.83% 03-, 03$ 54 00 71 25 25 3.3 4.1 1 52 WO -52 5367 12 HOPE 2 JB -53 5386 6 4.3 1.87% 000 0.35 5,4 00 71 0.0 2.3 4.6 5.9 1" 53 JB -53 532.1 15 HDPE 2 HYV-54 5200 26 0.0 14.46% 000 0.35 5.4 0.0 71 0.0 2.5 24.8 20.0 1, 50 JB -50 $39.1 15 HOPE 2 JB -53 5366 20 0.0 12 50% 0 37 o35 5.0 00 7 1 25 25 22.8 18.6 1 59 ES -1(59) 541.9 15 CMP 1 CW0 5410 93 0.1 0.9m. 032 010 5.0 0.6 71 0.7 0.7 3.2 2.6 - so CH80 5400 15 CMP 1 ES -1(61 $405 40 0.0 I .DI 0 10 019 56 0.3 7 1 07 14 3.2 2.6 VARIABLES ...... --- 1R = n3currance irAervai of slorm (years) --..... _.... - ...... ............... Ebip = eiev at bosom aw.rt op pipe Ada = area of incremefft drainage area (IOC) Sp,p = siope ptoe Coo = qr*N coeRicie t of Ada Mptp = m2wrual or pope Ida - raintsh intensity in Inc drainage area (k•Tr) TYplp= type of pipe or channel :' Oda - nsl)ff of inc drainage area Ada (cis) RP4p " radUus pipe (in) J'J Etda - elev at lop of inc drains" ares COP = arcuunhxence pipe (in) it E boa = at at bottom of i nC Or~ ease Apip = area p pe (SO HLoa = nydrsulic ienglh of W4 drainage mea VVPpipa wetted penmeter of pia (Ni Sda - average slope of me dr*nW ares (%) HRpp- Ir►dfou9c radius of pipe (R) Q - 32.2 graoty (rdawsec) C 1pip= Constar pipe n - marring's coefficient of roughness STAfm- name of stvcase at upper Invert or pipe Etip Hipp - Ht grab ponding (Ip STAIoz name of struck" at kmwr irmn of pipe Ebip Ogr = fow 0vu grate (ds) NVdp= Invert at boltorrt of drop ale (if arty) gr 2 area grab for row Ogr (6f) Tup - time of Tbw Nam uppermost drainage area (min) Tpip - (ane of now in pope secw (MA) Ilup - Oftr city of ainlia6 at Sim Tup (EMIT) Abt - kYM cumulative area from uppermost drainage sees (ac) Qbt - nation wrrlatire at (ds) Otte;; Axon at eme Tup (c(al OPP - Rovv IVu M p,pe (eft) VPI -velocity in U, Poe (APs) OP*P : 68 -ter pipe (in) Lpip - IsI of pipe (ft) £1i = It at iruert GRADE 'NEENAH' # R -3283-A CURB INLET PAVING STEPS O 12" OC PRECAST CONC BASIN ASTM C-478 (ROUND) ASTM C-789 (RECTANG) CRUSHED STONE BED & BACKFILL 4" PERF PIPE UNDERDRAIN REF CATCH BASIN DTL 2 REQ'D - LOCATE O OPP SIDES RUN PARALLEL TO CURB SEE SITE PLAN FOR INVERT CONC FOOTING w/#4'S O 12" OC EACH WAY D srn r DENT TRAP CALCULATIONS SOIL BIOMEile OWL NOTIFY ASG. TIC. - MGNTECIS MID ENGM1E M THAT ALL MGM HAMS PAMSED PROOF ROLL DRA I AGF OLJTF L SUMMARY (CHECK ON ADEQUATE CHANNEL) ST -1 - 1.0 AC ( 134 CY/AC)=134 CY TYPE Q=CIA 134 CY-3618 CF UNDBICUT SHPLL MEIN EOCNrf1T10N OR OIHETI REMOMIL OF UN4SU MME MATOML BELOW ELE1MilON OF xI 80)C7.1)(1) NET STORAGE -1809 CF APPLICATION sI CFS DRY STORAGE =1809 CF BE RWOMMD OID SE THE SOL 0 0 W FOR THE 01 MrS APPROft SON. EN9INEDt DOLL NOT "a A 15. OUTFALL PIPE WILL FOR DEPTH=3' AREA=1210 SF PASS 6.6 CFS ! 1. 0% TRAP DIMENSIONS, 40'X 16' (PROPOSED 15' SLOPE DRAIN BERM WIDTH* 2. 0' (AS REQ. BASED UPON ! 23'/P SLOPE) WEIR LENGTH* 6' CONSIDERED. SUCH GUIDES SWLL SE INCLUDID IN iNE CONiRMCiOR'S MME BIO. UNDERCUT NR MAL7(PILL SHALL WEIR ELEVATION* 543.0 CIRCULAR STRUCTURE) S T R U C T U R A L F I L L TRAP INVERT, 540.0 STINLCRNlL FILL SHALL K COMRNCIEi) M SPECIFIED, iN E)ICiLMTiON AND OMENS SCICM WITHIN +/- 2R OF r..S--->u7ar_sIBBr71IMBIIDr•1rID■BB7�■rSs �i�i�RC,'UMiz<iTiii'.ig,1:7! ST -2 - 1. 0 AC C 134 CY/AC)=134 CY (OVERFLOW SPILLWAI� Q=CIA 134 CY-3618 CF DELEf== MMERNL, WWMOG OR ROCK LMOER THAN 0'. H -SM SOBS MAY REAUIIIE A WTIONNAL IW11ER OR =C . 80) C 7. 1) (1) WET STDRAGE=1809 CF BEEtIVE0 YARD -5.70 CFS DRY STORAGE -1809 CF OUYIDOS CONTRACTOR SHILL BITING SUAGMCE TO WITHIN AN /9RJlOE OF 1/10 OF ONE FOOT OF REOLAW A 15' OUTFALL PIPE WILL FOR DEPTH -2' AREA -1809 SF PASS 6. 6 CFS ! 1. 0'/. TRAP D I MENS I ONS* 36. 2'X 25' C EXISTING 15' CMP ! 5. 3%) BERM W I DTH* 2. 0' ASTM (ROUND) TRt>•c-��;aBTr�sa>fL.aalE:.a I»��Nsza,a�a;ats7r ;:B>F�s�aa■BEE;}aLw�;iHr�'a WEIR LENGTH* 6' CONSIRUC1MAM IMMENSE .iMILZAnwv-7Eaii:Mr-rm019 lsTt><:�BTI>•�-.:irr�BTF��r�-ae>Q� >•is��IBN��BNIr�sIT11a:�ar�st>�rl�■ iE�iRYiBM,Tr�iI1f7TBEL•� WEIR ELEVATION* 543.0 ELEV 542.00 ARCHITECTS AND E710IIE815. SUCH OMNGBi *PLL BE ILIA = TO 13W CUBIC 1ARDS TOTAL. NO AODMOWL TRAP INVERT, 541.0 COST WILL SE ALLOWED FOR THIS WOW 8.5 ST -3 - 0. 50 AC ( 134 CY/A0-67 CY Q -CIA 67 CY=1809 SF N CUWC M QULMM GMOIBCINItXI1L IESTR40 AGW SUMOLE TO THE AN. INC. - ARCHITECTS MID =(. 80) C 7. 1) C 0. 30) WET STORAGE =905 CF =1.70 CFS DRY STORAGE =905 CF A SWALE 0.501 DEEP ! 5.0% FOR DEPTH=2' AREA -905 SF WILL PASS 2.7 CFS TRAP DIMENSIONS, 12'X 76' (EXISTING OUTLET SWALE) BERM W I DTH* 2. 0' 1 WEIR LENGTH, 6' NEENAH R -3436-A WEIR ELEVATION, 530. 0 1690 50'x50" TRAP INVERT, 528.0 19.4 1 SUBGRADE ELEV STRUCTURAL BACKFILL EXIST EARTH OR STRUC.T FILL AS APPLICABLE STORM PIPE TIGHTLY COMPACTED CLEAN BEDDING TO SPRINGLINE STORM PIPE TRENCH SCALE: NTS 2' x 2" STM( FABRIC EXTENDS 1' MIN. DROP WiTH 2" X 4" WOOD FRAMER SSTM-35 SILT FENCE INLET PROTECTION SCALE: NTS SSTM-72 OUTLET RESTRICTOR BAFFLE GATHER E AT STORM DETENTION OUTLET ORIFICE 3" DIA WATER QUI ORIFICE RESTRK TO WC 12" HDPE PIPE 15" HDPE PIPE PLAN VIEW FLOW DIVERSION WEIR RETAIL SITE OUTLET CONTROL STRUCTURE JR -50 nn►�n�nTrn n,. SLOPE I:�!.c' Yrs ��ir��'� M�ir��val!� div r r r «• -,. ''1 Pr eiI qui �.. • .;. • • , SEE 1340111EMENT-DETAIL TYP CURB/PAVEMENT STABILIZATION AT FILL SLOPES SCALE: NTS SM -34 INVERT EL - SEE PLAN OR SCH WATERTIGHT SEAL AROUND PIPE PROVIDE THICKER BASE IF REO'D BY BASIN DEPTH TO PREVENT UPLIFT R -2560 -EA FRAME + GRATE LOCATE ON DOWNSTREAM -"I 2.0 �- SIDE OF OUTLET CONTROL BAFFLE RUBBER COATED STEPS, CLOW NO. F-3650 OR APPROVED EQUAL OUTLET CONTROL BAFFLE 3/16 STL PLATE FASTEN DNERSK)N/BYPASS TO MH W/ 2" WIDE x6" WEIR LONG ANGLE W/ 1/2"x3" (CONSTRUCT SAME SS BOLTS W/ ANCHORS 3 AS BAFFLE) EA. SIDE TOP WEIR -9Z. 20 24" FROM CB -48 15" OVERFLOW+ - 1 � FIRST FLUSH ORIFICE FOR -�-12" OUTFLOW PIPE TO FLOW TTD WATER QUALITY WATER QUALITY STRUCTURE STRUCTURE - 3" DIA. RETAIL SITE OUTLET CONTROL MANHOLE SECTION A -A SCALE: NTS JB -50 R -2560 -EA FRAME + GRATE LOCATE ON DOWNSTREAM SIDE OF OUTLET CONTROL 2.0- BAFFLE .0' �- BAF f LE /T\ RUBBER COATED STEPS, CLOW NO. F-3650 OR APPROVED EQUAL OUTLET CONTROL BAFFLE 3/16 STL PLATE FASTEN TO MH W/ 2" WIDE x6" LONG ANGLE W/ 1/2"x3" SS BOLTS W/ ANCHORSSIDE 4819 48„ TO CI -21 �- PLAN VIEW OUTLET CONTROL MANHOLE SECTION A -A SCALE: NTS JB -20 12" HDPE PIPE TO WO -22 1/4" STL PLATE OVER PIPE OPENING W/ 5" ORIFICE SECURE PLATE TO WALL W/ 4-1/2" x 3" SS THREADED BOLTS W/ ANCHORS CURB INLET CATCH BASIN CI -21 WATER QUALITY DIVERSION SCALE: NTS SSTM-03 SCALE: NTS SSTM-04 DET AIL DIVERSION/OVERFLOW WEIR -1/4" STL PLATE BOLTED TO W/2 -x6" ANGLE AND 1/2"1 SS BOLTS W/ ANCHORS 2 EA. SIDE OUTLET PIPE TO HW -25 00223 REV 0/9/09 r-rrr-a�rrrNN,P-rrr-rr--rr-rr-----------------"- rr-----rr-rrr�e -" - A tea- NNw." EXCAVATION AND GRADING NOTES GENERAL THE pWjNWd is LINED BOOIN ME MIDIDED TO SERVE M AN OUTLINE OF OENEIML ROUNRM NM ADOM01 I MMO MM MAY SE SET FORTH IN THE PROJEICT MWLVL OONTR%MM iS OMlTIONED 70 CONSIDER ALL FA UIIR MOn OF TIO: PRO Ui iANILK ORM iNE BIDDING PROMIL CLEARING COMPLY WITH LOCAL Am STATE OIDM/MIOQ RM*JWMG i WOSAL OF OF09M 00 NOT BURN DENT S ON SITE WITH= SPWRO WWON MPROIML OF WIN ABG, INC. - ARCMTE(,•Ts MRD 0401$ 16 AND LOCAL. AVINO151Y. CLAM AND 0RU• POR NEW CONSiRUIC110N M RCOUMRED. E X C A V A T I O N P R E P A R A T I O N VOM WM EEMKM ASID VE10FYOF OSOMBINIG�UN"M OMK AM ON INE IM R SAW EiMIONS OR RICOISI MCU 10 THE AM INC. - MK101ECM MID BIQINMB R MUM ( M GEMENT OF WORK. TEMPORARY DIVERSION $WALE S TELPORMY OMMON SWUM MAL BE OOMSMUCM PRIOR TO SiNBPPMIG OR MY OTHE1 GRADING ACTIVITY. MAO, IEWW RY SEDIMENT TOPS NO/Olt PBMWIEM DETENTION BOOM SHILL BE CONSTNICIED PNOR TO 5 0104 OR ORiEJt 01!01110 ACTIVITY. SEDIM ENT CONTROL POWM T AND 78001lIRY ON810014 SWMLES SWILL. K OONMUCTW PNOR TO S116PPING OR ANY OfHI7t CODING AC AY. MSO, POIMANENT STORM OE DMON BANNS MID TDAVWW SEM IT TRAPS MND!£ CLAIM FOR SHALL SE OONSMICI01 PRIOR TO SIOPPINO OR OTHER ,SEEING AC"W Y. EXISTING TOPO ACCURACY OBIT CONTOUR DIGITI ME INTENNDED 70 FORM A GEIEIML DESCRIPTION OF SURFACE GROUND ELEWMONL 1Op00NMNIC M UftW ON S OM HHEIIEIN DAL K OONIMDERm TO WANE NOT MORE THIN THE FOLLOWING PWS OR MORS UM11S OF AOCURNI.Y.1 0.10 FO:T AT BONaNM MM 0.25 FEET AT SPOT WADES, 1.0 FEET' AT CONi" UNES. CONTMCPOR S QAUIIONIED TW SnVX*ff LAIC INTERPORTION KIWEEN CONTOURS MID' NOT EXACTLY WLMCT DM11NG CO=i*NS. REAM OF PIV ATNSLY QUACK CNAIIGEa IN OONTOtAIS SHOULD NOT K ALLOWS 10 UNDULY IIFLU11M If1E1VMW Ann Of CONTOURS. RE = ANY OEM OR INOOISISrENCIO TO iNE AMG, W. - MCFMI IS NO DOWOM Bow COMMENCEMENT OF WOW, ANY UWM "Or SO RPORRD CNOW K CONSIDERED FOR ADJUSTMENT IN CONiFACT PNCE S T R I PIPING t SPREADING TOPSOIL TOPSOIL SHML K SiRPPED MID TEMPORMILY SIM PILED FOR UATE! REUSE. IF NO STOCK PILE AM IS NO, ON GILDING PLAN, STOCK PEE OMLL SE N SUCH PNCE 70 PROVIDE FOR RANDY ACC! TO NMTxSSA1R' AMM OF SITE N O*1M TRADES TF#IOUIGHOUT PROOIMIB OF MIOIrL PIMRICLILMR ATTENTION DOLL K PWD TO FINEiY TDtTURED TOgOL THAT WILL SE RIMJMD NY L*MMW OONTiNLM. GDWK lOPlOIL RESPIRfAm WILL SE BY ORWM CONiRO1011 TO A MINIMUM DOTH OF S' AT ANY PORT EXCEPT ON SLOPE OF 2-1/2 10 1 OR SIWM WHM iOPSOIL OWN OW1 SE 2' MIN. AT ANY PONT NOr IOWANG 500. PROOF- ROLLING ALL ARCM TO I OWK NOW SfRUCIU11K FRE. OR OTHER NEM OCSTRUCYM SHALL SE PROOF ROLLED WITH A TONDO DNNwm DOW ROLLER 0 PRIiOKt OF SOIL$ TEi11NG AOOR BEtORE COMMENCING AMU' CON ACNAY. ALL AIWAM 1O K COIMMCiED S KIL RECEIVE • WOES WIN OOi P1IG710N ROLLER. SOIL BIOMEile OWL NOTIFY ASG. TIC. - MGNTECIS MID ENGM1E M THAT ALL MGM HAMS PAMSED PROOF ROLL d. OSPECIg11 PRIOR TO COMMENCEMENT CUIr ! FILL OF 01lOINR DO NOT COMMENCE CODING PRIOR TO SUCH . TYPE U N 0 E R C U T- B A C K F I L L MODEL NUMBEROPEN UNDBICUT SHPLL MEIN EOCNrf1T10N OR OIHETI REMOMIL OF UN4SU MME MATOML BELOW ELE1MilON OF (LBS.) PROPOSED RIML 3UMGMOE IN NO CABS SHILL THE iM UNDEIICUr SE USED TO OEM= MATVIRK APPLICATION O=NOSNG ABOVE TOL. SUBWAX O.E�MITION. VI OF UNDERCUT OF UNSUAOI M Mt09RKM. IF ANY MUST NOTE BE RWOMMD OID SE THE SOL 0 0 W FOR THE 01 MrS APPROft SON. EN9INEDt DOLL NOT "a UNNEAi K AVnW TY TO DIIECr UNDERCUT ACTMTIEB Wir W APPRO IL OF THE OWII'n IwPRPENTIOIVE. T-542.4 SOIL ENGIUn WINREN HELD NOTES TELL SE 11010 0111 TO SLSS0MIMIE AMOlNNTS OF UNDV=ff. 0111001i. 0.0 SII ME OF APPROVED MOEFAL ONLY. MOW FOR IM?OUNISD TESTNIG SHI K INCLUDED IN QUOIED PRICES 72" DIA. JUNCTION BOX CC! 0111111 UNDERCUT ANO BACKFILL (AS REQ. BASED UPON WHERE TERMS OF MIDDMG CALL IN AN UIICLASNFIEO CONrWiCT NO PNYME IS FOR UNDERCUT/MCIWI L WILL BE RECTANGULAR OR CONSIDERED. SUCH GUIDES SWLL SE INCLUDID IN iNE CONiRMCiOR'S MME BIO. UNDERCUT NR MAL7(PILL SHALL OS..s -, a1rIF�s091L]wB05lEiBESBE:7■EteB■I �e��iE7�iSMt.a;•Br�iEZti.7 CIRCULAR STRUCTURE) S T R U C T U R A L F I L L STINLCRNlL FILL SHALL K COMRNCIEi) M SPECIFIED, iN E)ICiLMTiON AND OMENS SCICM WITHIN +/- 2R OF r..S--->u7ar_sIBBr71IMBIIDr•1rID■BB7�■rSs �i�i�RC,'UMiz<iTiii'.ig,1:7! OPTIMUM MOISTURE CONTE!. OFF SITE 501010!1 SWAB SHALL BE APPROVED BY THE ABG, INC. - ARCHITECTS AND (OVERFLOW SPILLWAI� I�R0201i,Z:iORM-2111112 7: DELEf== MMERNL, WWMOG OR ROCK LMOER THAN 0'. H -SM SOBS MAY REAUIIIE A WTIONNAL IW11ER OR ,�M i01F MWZ_iitaiE� aammuJsil-zm BEEtIVE0 YARD tBBBs:;i■MBi;Sii2U7iZfiE�ilr;i 1111111 ,WNDAN faiW'ZrMWLi iirmw:.WANX iizi0[-ZAN M 1iZ'7 OUYIDOS CONTRACTOR SHILL BITING SUAGMCE TO WITHIN AN /9RJlOE OF 1/10 OF ONE FOOT OF REOLAW USB■TE;iTt>r�Awww.m■Tl �.: m iE7i.7E,Ziwly"imi Bicap,70)1[4',7E3:iRT,��AN EIMNION TD ONM FTN�HHED GRADE NDIC11W ON IDWT AT 1.001 IONS WHM SPOT CLEW11IONS TTiRd'.'.7R :iaz, NMF' iINLO t1l2iO2f 'RET: -AN ' &Md IAWZ:M 9821 :i wz-m REMOM 1111111. SUBB aE DOLL SE SPOT CHECKED SK A UJCBNW SUNNEYOR WITH NOT LEGS iNNI 1 SHOT R .i0<C CW iKD1.�A093 WWZ-AR ASTM (ROUND) TRt>•c-��;aBTr�sa>fL.aalE:.a I»��Nsza,a�a;ats7r ;:B>F�s�aa■BEE;}aLw�;iHr�'a •.�r�:�� CONSIRUC1MAM IMMENSE .iMILZAnwv-7Eaii:Mr-rm019 lsTt><:�BTI>•�-.:irr�BTF��r�-ae>Q� >•is��IBN��BNIr�sIT11a:�ar�st>�rl�■ iE�iRYiBM,Tr�iI1f7TBEL•� 11115 ELEV 542.00 ARCHITECTS AND E710IIE815. SUCH OMNGBi *PLL BE ILIA = TO 13W CUBIC 1ARDS TOTAL. NO AODMOWL (OVERFLOW SPILLWAY) COST WILL SE ALLOWED FOR THIS WOW 8.5 T E S T I N G ■I N CUWC M QULMM GMOIBCINItXI1L IESTR40 AGW SUMOLE TO THE AN. INC. - ARCHITECTS MID EIGI4M11S. TDA PNOW S MUST UK OMPHNC LOCANION MAP AT 1' r 200' BGLE FOR LOCATION OF DENS" PVMi 4 NEENAH R-1878 A -10(i 3 0 700 R -2560 -EA FRAME + GRATE LOCATE ON DOWNSTREAM -"I 2.0 �- SIDE OF OUTLET CONTROL BAFFLE RUBBER COATED STEPS, CLOW NO. F-3650 OR APPROVED EQUAL OUTLET CONTROL BAFFLE 3/16 STL PLATE FASTEN DNERSK)N/BYPASS TO MH W/ 2" WIDE x6" WEIR LONG ANGLE W/ 1/2"x3" (CONSTRUCT SAME SS BOLTS W/ ANCHORS 3 AS BAFFLE) EA. SIDE TOP WEIR -9Z. 20 24" FROM CB -48 15" OVERFLOW+ - 1 � FIRST FLUSH ORIFICE FOR -�-12" OUTFLOW PIPE TO FLOW TTD WATER QUALITY WATER QUALITY STRUCTURE STRUCTURE - 3" DIA. RETAIL SITE OUTLET CONTROL MANHOLE SECTION A -A SCALE: NTS JB -50 R -2560 -EA FRAME + GRATE LOCATE ON DOWNSTREAM SIDE OF OUTLET CONTROL 2.0- BAFFLE .0' �- BAF f LE /T\ RUBBER COATED STEPS, CLOW NO. F-3650 OR APPROVED EQUAL OUTLET CONTROL BAFFLE 3/16 STL PLATE FASTEN TO MH W/ 2" WIDE x6" LONG ANGLE W/ 1/2"x3" SS BOLTS W/ ANCHORSSIDE 4819 48„ TO CI -21 �- PLAN VIEW OUTLET CONTROL MANHOLE SECTION A -A SCALE: NTS JB -20 12" HDPE PIPE TO WO -22 1/4" STL PLATE OVER PIPE OPENING W/ 5" ORIFICE SECURE PLATE TO WALL W/ 4-1/2" x 3" SS THREADED BOLTS W/ ANCHORS CURB INLET CATCH BASIN CI -21 WATER QUALITY DIVERSION SCALE: NTS SSTM-03 SCALE: NTS SSTM-04 DET AIL DIVERSION/OVERFLOW WEIR -1/4" STL PLATE BOLTED TO W/2 -x6" ANGLE AND 1/2"1 SS BOLTS W/ ANCHORS 2 EA. SIDE OUTLET PIPE TO HW -25 00223 REV 0/9/09 r-rrr-a�rrrNN,P-rrr-rr--rr-rr-----------------"- rr-----rr-rrr�e -" - A tea- NNw." EXCAVATION AND GRADING NOTES GENERAL THE pWjNWd is LINED BOOIN ME MIDIDED TO SERVE M AN OUTLINE OF OENEIML ROUNRM NM ADOM01 I MMO MM MAY SE SET FORTH IN THE PROJEICT MWLVL OONTR%MM iS OMlTIONED 70 CONSIDER ALL FA UIIR MOn OF TIO: PRO Ui iANILK ORM iNE BIDDING PROMIL CLEARING COMPLY WITH LOCAL Am STATE OIDM/MIOQ RM*JWMG i WOSAL OF OF09M 00 NOT BURN DENT S ON SITE WITH= SPWRO WWON MPROIML OF WIN ABG, INC. - ARCMTE(,•Ts MRD 0401$ 16 AND LOCAL. AVINO151Y. CLAM AND 0RU• POR NEW CONSiRUIC110N M RCOUMRED. E X C A V A T I O N P R E P A R A T I O N VOM WM EEMKM ASID VE10FYOF OSOMBINIG�UN"M OMK AM ON INE IM R SAW EiMIONS OR RICOISI MCU 10 THE AM INC. - MK101ECM MID BIQINMB R MUM ( M GEMENT OF WORK. TEMPORARY DIVERSION $WALE S TELPORMY OMMON SWUM MAL BE OOMSMUCM PRIOR TO SiNBPPMIG OR MY OTHE1 GRADING ACTIVITY. MAO, IEWW RY SEDIMENT TOPS NO/Olt PBMWIEM DETENTION BOOM SHILL BE CONSTNICIED PNOR TO 5 0104 OR ORiEJt 01!01110 ACTIVITY. SEDIM ENT CONTROL POWM T AND 78001lIRY ON810014 SWMLES SWILL. K OONMUCTW PNOR TO S116PPING OR ANY OfHI7t CODING AC AY. MSO, POIMANENT STORM OE DMON BANNS MID TDAVWW SEM IT TRAPS MND!£ CLAIM FOR SHALL SE OONSMICI01 PRIOR TO SIOPPINO OR OTHER ,SEEING AC"W Y. EXISTING TOPO ACCURACY OBIT CONTOUR DIGITI ME INTENNDED 70 FORM A GEIEIML DESCRIPTION OF SURFACE GROUND ELEWMONL 1Op00NMNIC M UftW ON S OM HHEIIEIN DAL K OONIMDERm TO WANE NOT MORE THIN THE FOLLOWING PWS OR MORS UM11S OF AOCURNI.Y.1 0.10 FO:T AT BONaNM MM 0.25 FEET AT SPOT WADES, 1.0 FEET' AT CONi" UNES. CONTMCPOR S QAUIIONIED TW SnVX*ff LAIC INTERPORTION KIWEEN CONTOURS MID' NOT EXACTLY WLMCT DM11NG CO=i*NS. REAM OF PIV ATNSLY QUACK CNAIIGEa IN OONTOtAIS SHOULD NOT K ALLOWS 10 UNDULY IIFLU11M If1E1VMW Ann Of CONTOURS. RE = ANY OEM OR INOOISISrENCIO TO iNE AMG, W. - MCFMI IS NO DOWOM Bow COMMENCEMENT OF WOW, ANY UWM "Or SO RPORRD CNOW K CONSIDERED FOR ADJUSTMENT IN CONiFACT PNCE S T R I PIPING t SPREADING TOPSOIL TOPSOIL SHML K SiRPPED MID TEMPORMILY SIM PILED FOR UATE! REUSE. IF NO STOCK PILE AM IS NO, ON GILDING PLAN, STOCK PEE OMLL SE N SUCH PNCE 70 PROVIDE FOR RANDY ACC! TO NMTxSSA1R' AMM OF SITE N O*1M TRADES TF#IOUIGHOUT PROOIMIB OF MIOIrL PIMRICLILMR ATTENTION DOLL K PWD TO FINEiY TDtTURED TOgOL THAT WILL SE RIMJMD NY L*MMW OONTiNLM. GDWK lOPlOIL RESPIRfAm WILL SE BY ORWM CONiRO1011 TO A MINIMUM DOTH OF S' AT ANY PORT EXCEPT ON SLOPE OF 2-1/2 10 1 OR SIWM WHM iOPSOIL OWN OW1 SE 2' MIN. AT ANY PONT NOr IOWANG 500. PROOF- ROLLING ALL ARCM TO I OWK NOW SfRUCIU11K FRE. OR OTHER NEM OCSTRUCYM SHALL SE PROOF ROLLED WITH A TONDO DNNwm DOW ROLLER 0 PRIiOKt OF SOIL$ TEi11NG AOOR BEtORE COMMENCING AMU' CON ACNAY. ALL AIWAM 1O K COIMMCiED S KIL RECEIVE • WOES WIN OOi P1IG710N ROLLER. PRECAST CONC BASIN ASTM C-789 (RECTANG ,-8.1" DIA. ORIFICE IN THE BAFFLE ELEV 539.20 SECTION B -B RETAIL SITE OUTLET CONTROL MANHOLE DETAIL SCALE: NTS JB -50 HWL-541.1 TESTS. ONMLL OOPLlS OF ALL TESTS OWL ME POWAM OMMY W ASC, INC. - ARC ffECTS AND 011 01 (RS FROM 10SIING AGER ALL TESTS SHgl SPEOFK ALLY STATE AAT THE TEST DINNER POMM OR FML$ 10 Mw wisci ICI0um COlintwe R SHILL INCLUDE IN i M MSE DID 10 (TEN) SOL COMRACITON ium AFTER COMPLETION OF THE WORK. LOCATED PER AMG, INC. - MCKITECTS AMD ENGINEERS. S U B S U R F A C E I N V E S T I G A T I O N COPTS OF iNE 004M SUNHBUIIWACE ANWIGKTiON AM AMMRI*MlE TO 010013115 UPON REOU1w SUCH INFONMTION IS PROWDED ONLY POR THE ODOBS COMMIENCE. NO WMr11W11EE ARE MADE OR IPUED CO 10111 10 AMURAL,Y OR E TET OF SUNSUMM)f ROC( OR OTHER CONCBMJED CONDITIONS. ANY ADDITIONAL IPORMATION raoti tkD FDR PIIOPEI ernmATIS OIALL K owA%w BY THE DIODE, NO GUMM9MRM ARE GIVEN OR aPLiED AS TO SUfrgE1TY OF EXIBTNN6 SU SOINIFAM MW RN1L POR RUSE M SIRUCnML PILL. SOL BMW LOCATIONS, OHOWIN IN SOILS IWPW ARE APPMUM LOONMIS ONLY, AND ACTUAL LOGIA($ MAY ww WIDELY. CONITlCiORt SHALL WINE am -on F D Imam= TO DETVNK SALT LOCATIONS OF eDNNG FOR 0 C I PU RP00E.;S. B0 - I NUMIR11 AN NEVED Ta SOIL REPORT: WATER CONTROL THE COHIWTOR 04ALL RUN00H ALL IN=. MA18MMs AND EQUIPMENT MCCESOARY TO N�1 THE WORK MEE OF WAM EITHER F110M SUIWACE SOURCES OR FROM URDEIOROUND SOURCES OR MOTH. SEUBMION OF MOtNPMENT AND METHODS SHALL SE THE SONE IESPONNIMUTi' OF iNE CONTWOOR. THE CONi OM SHALL BE AND S RESPONSIBLE POR ALL DNAaR NCUI IM IN HNMDUNO WATER COHIOIIIONS ADONIONALY, THE CONiYI = DOLL PROVIDE M[MS NECESBMIY TO MON) DIREDT RUN -OPE' FROM THIS PIIO,IECT ONTO ADuNM:ENT PROPERTY. GRASSING Nk SODDING GW MNG AHD MULCHING OF ALL DSiU D AREAS NOT PI OR BUILT UPON SIMLL K TME RLSPONMUTY Of THE pMOING OON119tCiOR UHILL'98 NOTED OIEIIMiE INMIOElIED $OIL SHALL SE LOOSENED TO A DEPTH OF 6' SOIL BIOMEile OWL NOTIFY ASG. TIC. - MGNTECIS MID ENGM1E M THAT ALL MGM HAMS PAMSED PROOF ROLL d. OSPECIg11 PRIOR TO COMMENCEMENT CUIr ! FILL OF 01lOINR DO NOT COMMENCE CODING PRIOR TO SUCH . TYPE U N 0 E R C U T- B A C K F I L L MODEL NUMBEROPEN UNDBICUT SHPLL MEIN EOCNrf1T10N OR OIHETI REMOMIL OF UN4SU MME MATOML BELOW ELE1MilON OF (LBS.) PROPOSED RIML 3UMGMOE IN NO CABS SHILL THE iM UNDEIICUr SE USED TO OEM= MATVIRK APPLICATION O=NOSNG ABOVE TOL. SUBWAX O.E�MITION. VI OF UNDERCUT OF UNSUAOI M Mt09RKM. IF ANY MUST NOTE BE RWOMMD OID SE THE SOL 0 0 W FOR THE 01 MrS APPROft SON. EN9INEDt DOLL NOT "a UNNEAi K AVnW TY TO DIIECr UNDERCUT ACTMTIEB Wir W APPRO IL OF THE OWII'n IwPRPENTIOIVE. T-542.4 SOIL ENGIUn WINREN HELD NOTES TELL SE 11010 0111 TO SLSS0MIMIE AMOlNNTS OF UNDV=ff. 0111001i. 0.0 SII ME OF APPROVED MOEFAL ONLY. MOW FOR IM?OUNISD TESTNIG SHI K INCLUDED IN QUOIED PRICES 72" DIA. JUNCTION BOX CC! 0111111 UNDERCUT ANO BACKFILL (AS REQ. BASED UPON WHERE TERMS OF MIDDMG CALL IN AN UIICLASNFIEO CONrWiCT NO PNYME IS FOR UNDERCUT/MCIWI L WILL BE RECTANGULAR OR CONSIDERED. SUCH GUIDES SWLL SE INCLUDID IN iNE CONiRMCiOR'S MME BIO. UNDERCUT NR MAL7(PILL SHALL NOT OONSfiRflE AN EXTRA TO THE CONTRACT IN UNCLASSIFIED OONT1Y,CiS. CIRCULAR STRUCTURE) S T R U C T U R A L F I L L STINLCRNlL FILL SHALL K COMRNCIEi) M SPECIFIED, iN E)ICiLMTiON AND OMENS SCICM WITHIN +/- 2R OF ELEV 540.40 OPTIMUM MOISTURE CONTE!. OFF SITE 501010!1 SWAB SHALL BE APPROVED BY THE ABG, INC. - ARCHITECTS AND (OVERFLOW SPILLWAI� ENGINEERS. MACE FILL AND MIMIPLL IN LAM M SPIWIED IN D001ANUTION NO OMOMO NOM USE NO R-2500-FJu DELEf== MMERNL, WWMOG OR ROCK LMOER THAN 0'. H -SM SOBS MAY REAUIIIE A WTIONNAL IW11ER OR 235 MAY IEQUIIE ADDITIONAL OR" NG To mm OPTIMUM MORTISE CONTENT FOR OOMRACTiON. BEEtIVE0 YARD GRADING TOLERANCE OUYIDOS CONTRACTOR SHILL BITING SUAGMCE TO WITHIN AN /9RJlOE OF 1/10 OF ONE FOOT OF REOLAW 48" DIA JUNCTION BOX EIMNION TD ONM FTN�HHED GRADE NDIC11W ON IDWT AT 1.001 IONS WHM SPOT CLEW11IONS AR OWN AND WHDE FLOOR EI.EWONS ARE O(OMN WHICH SHALL ISE WIHIN 1/10 OF 1 I= OF REIOUNRED (AS REQ. BASED UPON REMOM 1111111. SUBB aE DOLL SE SPOT CHECKED SK A UJCBNW SUNNEYOR WITH NOT LEGS iNNI 1 SHOT RECTANGULAR OR PER 13 ACRES AND AT EACH FINISHED FLOOR EJLIA110N AND A ORwIING PMWW AND FDRwMOED TO ASG. TIC. ASTM (ROUND) ENOINEEIS FOR M�RONiL PMM 70 =*ADM IO FINE OROS OR MirNG OR BULDING CIRCULAR STRUCTURE) CONSIRUC1MAM 6.9" DIA. ORIFICE OONTMCIOR SWILL SE RFEPONSIN.E FOR MINOR MIIIISTMIM IN GROES AS DM IIICI BY THE ASO. INC. - ELEV 542.00 ARCHITECTS AND E710IIE815. SUCH OMNGBi *PLL BE ILIA = TO 13W CUBIC 1ARDS TOTAL. NO AODMOWL (OVERFLOW SPILLWAY) COST WILL SE ALLOWED FOR THIS WOW 8.5 T E S T I N G CONi19M.'T01t SINAL iIICIa10E PNCE OF ALL REQUIRED TESTING AS SET FORiN KOM TO SE PIN"MW W SE AN N CUWC M QULMM GMOIBCINItXI1L IESTR40 AGW SUMOLE TO THE AN. INC. - ARCHITECTS MID EIGI4M11S. TDA PNOW S MUST UK OMPHNC LOCANION MAP AT 1' r 200' BGLE FOR LOCATION OF DENS" PRECAST CONC BASIN ASTM C-789 (RECTANG ,-8.1" DIA. ORIFICE IN THE BAFFLE ELEV 539.20 SECTION B -B RETAIL SITE OUTLET CONTROL MANHOLE DETAIL SCALE: NTS JB -50 HWL-541.1 TESTS. ONMLL OOPLlS OF ALL TESTS OWL ME POWAM OMMY W ASC, INC. - ARC ffECTS AND 011 01 (RS FROM 10SIING AGER ALL TESTS SHgl SPEOFK ALLY STATE AAT THE TEST DINNER POMM OR FML$ 10 Mw wisci ICI0um COlintwe R SHILL INCLUDE IN i M MSE DID 10 (TEN) SOL COMRACITON ium AFTER COMPLETION OF THE WORK. LOCATED PER AMG, INC. - MCKITECTS AMD ENGINEERS. S U B S U R F A C E I N V E S T I G A T I O N COPTS OF iNE 004M SUNHBUIIWACE ANWIGKTiON AM AMMRI*MlE TO 010013115 UPON REOU1w SUCH INFONMTION IS PROWDED ONLY POR THE ODOBS COMMIENCE. NO WMr11W11EE ARE MADE OR IPUED CO 10111 10 AMURAL,Y OR E TET OF SUNSUMM)f ROC( OR OTHER CONCBMJED CONDITIONS. ANY ADDITIONAL IPORMATION raoti tkD FDR PIIOPEI ernmATIS OIALL K owA%w BY THE DIODE, NO GUMM9MRM ARE GIVEN OR aPLiED AS TO SUfrgE1TY OF EXIBTNN6 SU SOINIFAM MW RN1L POR RUSE M SIRUCnML PILL. SOL BMW LOCATIONS, OHOWIN IN SOILS IWPW ARE APPMUM LOONMIS ONLY, AND ACTUAL LOGIA($ MAY ww WIDELY. CONITlCiORt SHALL WINE am -on F D Imam= TO DETVNK SALT LOCATIONS OF eDNNG FOR 0 C I PU RP00E.;S. B0 - I NUMIR11 AN NEVED Ta SOIL REPORT: WATER CONTROL THE COHIWTOR 04ALL RUN00H ALL IN=. MA18MMs AND EQUIPMENT MCCESOARY TO N�1 THE WORK MEE OF WAM EITHER F110M SUIWACE SOURCES OR FROM URDEIOROUND SOURCES OR MOTH. SEUBMION OF MOtNPMENT AND METHODS SHALL SE THE SONE IESPONNIMUTi' OF iNE CONTWOOR. THE CONi OM SHALL BE AND S RESPONSIBLE POR ALL DNAaR NCUI IM IN HNMDUNO WATER COHIOIIIONS ADONIONALY, THE CONiYI = DOLL PROVIDE M[MS NECESBMIY TO MON) DIREDT RUN -OPE' FROM THIS PIIO,IECT ONTO ADuNM:ENT PROPERTY. GRASSING Nk SODDING GW MNG AHD MULCHING OF ALL DSiU D AREAS NOT PI OR BUILT UPON SIMLL K TME RLSPONMUTY Of THE pMOING OON119tCiOR UHILL'98 NOTED OIEIIMiE INMIOElIED $OIL SHALL SE LOOSENED TO A DEPTH OF 6' n WALGREENS SITE SAFETY SCRUMS ''NATO A MM" OPENING OF 4' SHALL BE PROVIDED FOR ANY PPE OR OPENING 70 PREIMI T CH ILDRW OR LARGE MANUS FROM CMW.MIG INTO THE SIRUCTU11I SCREENS SHALL SE WELDED 3/9' MRS 0 0" O.C. PCH W. OUTLET CONTROL MANHOLE DETAIL P E R M I T S SCALE: NTS J(3 - e) O AM TOPSOIL REXIIPREAD AS MORD BEiOR SFi0N10. d. SOODNO OF RIETUPION MEIN AV" IF NOTED ON DERAILS SWLl. K THE RESPONSOUTY OF THE GILDING TYPE OONiFACiOL OROMG OONTIlCPOR OWL. ACT TO KEEP ALL INSTALLED SOD ARCM MOIST AS TIM"" am TO MODEL NUMBEROPEN PTIOMOTE ROORNO OF SOD UNilt SORE GROWTH IS MMN►MNED. TYPE OF SOD USED DOLL LIE COSISRM (LBS.) WITH TYPE OF SOIL EXISiRI0 R SIZE. APPLICATION GMS$ AND SODDING DOLL ME AS SPECIFIED ON THE OMMM. NOTE E R O S I O N CONTROL EXPOSE MINIMUM AMOUNT OF SUBORDE POSSIBLE AT ONE TIME TO ALLOW FOR OT iCMM PROCEEDING OF THE T-542.4 I MR GRIMING MID OTHER 010010N CONTROL MINS SILL BE ELPtOYED. MANTAMED AND ROCONSRIUCiED 0.0 AS RMOURM F DERIIOYEO BY E10®ION. 72" DIA. JUNCTION BOX SEDIMENT DEPOSITED ON STREETS BY CONSTRUCTION ACnW= SWILL DE CLEANED -UP IMMEDMTELY. (AS REQ. BASED UPON doll 4�ial RECTANGULAR OR GRASSING OF SWAM SWILL K PERFORMED AS SOON AS IOUGHH GRADING IS DONE. GRASSING AND/aR SODDING AS APPLICABLE OF SI0N1 TATER SINN MUST K PEIFOI AT LPST 45 DWS PRIOR TO i47IN SENO PLACED IN CIRCULAR STRUCTURE) SERNCE TO !Jaw TIME FOR ROOING iD TACE PLACE. COMBING OF OTHE11 Mus SHALL K PERFORM AS SOON AS FINE ORDOO IS OOLPI.M. IN ALL (MES 011*ffiOIIO SHALL SE PERFORMED TOO MONTHS PISOR TO ELEV 540.40 COMPLETION. (OVERFLOW SPILLWAI� CONSTRUCTED FENCES �T01MnKWXM MMNENr � R-2500-FJu MIDIM NSrftW PRIOR 10 PPING OF YOPSOL PE 7EMPOW NY sDEfENTION 235 MOOS SHWL SE COHSiNXIID WJFJM INITIAL PHASE OF OOHSIN UC1gN. BEEtIVE0 YARD EROSION CONTROL FMN( SHALL K PWAL ED USMIG A MINIMUM OF TOP SOIL ON SLOPES STE" THAN 311. NOMMAL 10P SOIL DEPTH SHALL K iwo INCHES AT SUCH OSIMOMM O10SION CONTROL FAMRIC DOLL ME NBTMM OM INE SOIL. OMMS SHALL K WNW THMw M 0108ON CONTROL FAeNC. EROSION CONTROL FA80C SWI. K MORIN MIEAICM4 W43M SC -130 OR VMIAL PRECAST CON( BASIN C-478 PROVIDE MID MAINTMN INLET PROTECTION AROUND CATCH M9111S AND ML.ET HE40WAL S TO PREVENT SILTATION ASTM (ROUND) TdWUGHOUT COHS11109W. PROVIDE AHD MMNIAIN OM DI IN NEWLY CONSTRUCTED TEMPORIN AND ASTM C-789 (RECTANG PEMW* IT DIVERSION VMWM TO SLAW MMW VELOCITIES TO PREVENT EROSION. 6.9" DIA. ORIFICE R -TOPSOIL ON REWORK TOPSOIL NO RE9® IN AREAS DMT EXPERIENCE EROSION TiMpUGHOUT CoNSTRUcnom. ELEV 535.10 765 30"x30" 00 NOT WNW E,pr�„ CONTROL MEASURES UNTIL EMIR SITE IS STABILIZED. 8.5 SAFETY SCREENS n WALGREENS SITE SAFETY SCRUMS ''NATO A MM" OPENING OF 4' SHALL BE PROVIDED FOR ANY PPE OR OPENING 70 PREIMI T CH ILDRW OR LARGE MANUS FROM CMW.MIG INTO THE SIRUCTU11I SCREENS SHALL SE WELDED 3/9' MRS 0 0" O.C. PCH W. OUTLET CONTROL MANHOLE DETAIL P E R M I T S SCALE: NTS J(3 - e) O SECTION A -A DETAIL„ . • i CI -21 WATER QUALITY rRN O•' a4(xils7 4tr IFL, k14 3694 _;1CM-0 CONTRACTOR OWL. PAY ALL OWING PERMIT FEES AND POST GRADING BONG, IF RMOUIRED. ------------arssssrrssrssssssssa------ssasasr-----------------------ssrassss d. CATCH 8ASIN GRATE SCHEDULE Col Q, TYPE MANUFACTURER MODEL NUMBEROPEN AREA*W11r (90. FT.) (LBS.) GATE NOMINAL DIN INCHES APPLICATION CFS NOTE A� 1 NEENAH R-1048 0.0 320 24' DIA. LID 0X 0.0 doll 4�ial ea s JSOLID 2 NEENAH R-2500-FJu 1.2 235 24" D11L BEEtIVE0 YARD 3.7 3 NEENAH R -1878 -ABG 2.5 765 30"x30" HERS DUTY GRATE 8.5 1 PVMi 4 NEENAH R-1878 A -10(i 3 0 700 J8'x36" H 9EWf � Ce TE 10.2 1 5 NEENAH R -3436-A 7.0 1690 50'x50" SU � (IRI GUTTER 19.4 1 0 NEENAH R-3295 2.1 290 351}' x 17rCURB SINGLE 4.8 1, 2, 4 7 NEENAH R-3295-2 4.2 500 7}" x 17r CURB INLET, 9.5 1, 2, 4 1. INLET CFS ASSUMES !NITER POND MG 6" DEEP AND IS INTERPOLATED FROM MFG LITERATURE. 2. INCLUDES CURB BOX. IBRANOS MAYSUPON ENGINEERS /APPROVAL DLTS - - 4 USE TYPE L GRAM N CS.StJBSRTUTED SECTION A -A DETAIL„ . • i CI -21 WATER QUALITY rRN O•' a4(xils7 4tr IFL, k14 3694 _;1CM-0 $ OF No. 032001 Q M s/0 Z V1 � t U. ® 4- ^ W " LLJ LLI p z . Cd ca J� 911 Q1*F�> a N1.. Lj �-I ' W r O Q I- > C3 < W N 0 41 Ix 1 V) _ � U REFERENCED DRAWINGS 01 02 03 04 ©09/25/06 REVISED PER COUNTY COMMENTS ®08/23/06 REVISED PER COUNTY COMMENTS ML NL a 1209 FRE NO. a 1209_C-3.3.dwg Iffy DATE • 05/10/06 FIAT rA1 • 1:1 site Grading Details Sheet 11 0! 29 lIEET NOL d. we W .. I RII BBN_ W .. A� :it Y RR �R��R6�R : = ee s doll 4�ial ea s $ OF No. 032001 Q M s/0 Z V1 � t U. ® 4- ^ W " LLJ LLI p z . Cd ca J� 911 Q1*F�> a N1.. Lj �-I ' W r O Q I- > C3 < W N 0 41 Ix 1 V) _ � U REFERENCED DRAWINGS 01 02 03 04 ©09/25/06 REVISED PER COUNTY COMMENTS ®08/23/06 REVISED PER COUNTY COMMENTS ML NL a 1209 FRE NO. a 1209_C-3.3.dwg Iffy DATE • 05/10/06 FIAT rA1 • 1:1 site Grading Details Sheet 11 0! 29 lIEET NOL PAVING - CHARLOTTESVILLE, VIRGINIA !!!! siattitttlatattialii!!s!!is!lsiisissss stili.. tliasttttitltaaiitt ------------------P-A-R-K-I N -G-- A -N -A -L -Y -S I-S------- SITE/PAVING CD257 REV 6/22/95 siisssas sasisiisssisssssasssss:sisssis s:ssssssssss SITE P A V I N G WALGREENS (� DETAIL REFERENCE SCHEDULE TAX MAP AND PARCEL NUMBER: DEED BOOK 611, PAGE 462 PARCEL IDI 03200-00-00-037CO v ii --------=s iii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii P RTE 649 LEASE REQUIRED PROVIDED ZONING: HIGHWAY COMMERCIAL � � MARK REFERENCED ITEM COMMENT Q� 3 Q PROFF/T RD AREA SG FT SPACES SPACES isiiiiisiiiiiiiiiiiiiiiiiiist{iiiiiisiiisiiiiiiiiii _________________________ _______ __________________ ________________ SPECIAL USE PERMIT REQUESTED FOR DRIVE-THRU - SP 2004-055 (APPROVED FOR 71 PARKING SPACES) v BL BOLLARD WALGREENS..... . . . ..... . . 14,820 1/125 <5000 SF- 40 MAGISTERIAL DISTRICT: 3 RIVANNA a _ _ _ _ _ ______________________ 1/2 )5000 SF- 31 ALBEMARLE COUNTY, VA 10' CONSTRUCTION EASEMENT �Q Q� rj� 25 71 74 ELFJY,4TIAN°s Bf1SEE) O"AVO — — -- - CG------- CONCRETE CURB & GUTTER ---------------------- =3 p� O /ACREAGE OF SITE: 2.0 ACRES �/ \ CW CONCRETE SIDE WALK rG�- p0 �w RETAIL SHOPS.. . , ........ 8, 100 1/100 <500o SF- 50 / ACREAGE IN OPEN SPACE: 0.50 ACRES (25% OF SITE ACREAGE) -------------------------------------------------- cLp� co v 1/2ao >3000 SF: 37 / ACREAGE OF IMPERVIOUS AREA: 1.50 ACRES 35SLOPE EASEMENT — — — -- GS-/ ABOVE GRADE SIGN #-TYPE OF SIGN-- �XI�AUM NUMBER OF EMPLOYEES: 10 AT A GIVEN TIME (28 FULL-TIME & 12 PART-TIME) GHS ABOVE GRADE HANDICAP SIGN TYP EA PHS J� O TOTAL PARKING 128 132 / / MAXIMUM HEIGHT OF STRUCTURE: 28' RETAIL SHOPS / SURVEYOR: MILLER LAND SURVEYING, LLC TAX MAP AND PARCEL NUMBER: DEED BOOK 611, I HR HANDICAP RAMP REF BLDG DWGS .iiiittiata::::::::at::tt:::iiaaiiiiaitttalattitaattililttatti / PAGE 462 PARCEL ID 03200-00-00-037C0 121 SOUTH MAIN STREET i� -------------------------------------------------- OQ WALGREENS ACREAGE . . ..... . . .......... . ... 2.0 ACRES * / / GREENEVILLE, TN 37743 ZONING: HIGHWAY COMMERCIAL HS PAINTED HANDICAP SYMBOL i� ) MAGISTERIAL DISTRICT: 3 RIVANNA \ � RETAIL SHOPS ACREAGE .... . . ........... . .. 1.0 ACRES * / / (423 787-7878 -------------------------------------------------- ALBEMARLE COUNTY, VA TPS TYPICAL PERIMETER SIDEWALK lisittiiilttttaasitiaiitsitssiisliiiaasiill! iiaaiasassislaa NOTES` 77, ELEVATIONS BASED ON NAVD 88 \ LSI LANDSCAPE ISLAND ACREAGE OF SITE: 1.0 ACRES -------------------------------------------------- 1. WALGREENS PARKING STALL DIMENSIONS, 9' 19'. / / MAXIMUM HEIGHT OF STRUCTURE: 16' NLT NO LEFT TURN SIGN A ALBEMARLE COUNTY, VIRGINIA 1. RETAIL SHOPS PARKING STALL DIMENSIONS 9 x18'. GUARDRAIL PM PAVEMENT MARKINGS F•+ S48'dw8�0"W s. s, �.. s,�, S4125.73 � _ __ _ ____ __ ___ __ _ / 182.49' 125.73' __ - PFS ------ PAINT FIRE LANE STRIPE ------------------------ -------------------------------------------------- \VICINITY MAP / / = PHS PAINT CAR HANDICAP SPACE -------------------------------------------------- NOT TO SCALE / / / / ♦ .............18 CG a 18 CG PVNS PAINT VAN HANDICAP SPACE / DR*CT V 45'9 ------------------------------------------------- - 9' ® 9 _ . ;-��------PxmTw-EAfjr97RIF+IFIG ------------------------ / PARCEL ID# 046B4000000400 °' "FOREST LAKES -NORTH AREA" "`\\\/// / a ® _ "" -PPS-_-_-- PAINTED PARKING STRIPES---------------------- , / PLAT BY ROUDABUSH, GALE & L�N�do --_---�__-- \ ASSOCIATES ��(� 10'9 — - PSS------ PAINT STOP SIGN---------------- O / DEED BOOK 1144, PAGE 382 PROP — - SE SIDEWALK EDGE PAINTED \ / ZONED C-1 PO N \ - ----------------------------- FL FIRE LANE MARKING F 4 \ / CURRENT USE: VACANT LOT QRO�i ` `ice _______________________________ - - - - ACCES FMFNT - - - - ---- - - - —\ - \ HDP PLS PARKING LOT STRIPING DETAILS -------------------------------------------------- �: v �n \ = ACCESS EASEMENT �' VC VESTIBULE CROSSWALK STRIPING WHITE ACCESS EASEMENT 525 �0 50 GG / �g - �' \ = _ ( ■�' __ _ _______ ) -01111.O v \� \ :: 1 CWM ----- CROSSWALK MARKINGS ------------------------- O \ \ / RESERVED FOR FUTURE do to 122' -p \\ \._ 1 -------------------------------------------------- DEDICATION UPON DEMAND - \� PPI PAINTED PARKING ISLAND \ OF ALBEMARLE COUNTY i DUMPSTER C ° V \ _ _-_ . \\ \ V v -\ \ \ 16'R EN CE TO BE RIG T -IN �� v ° Q STOP T \ !ITE/PAVING CD269 REV 3/9/98 UPON C004A�PL ON "�� ° d o, p ---- RIGHT- \ \ ® � iiistassatiaisiaaisassas:aiassasaaasasas OF RE PROFRT R AD END 18 CG 25 /�� Q v a _ \ \ P A V IN PLAN LEGEND IMPRO E TS � 8 R-- -----.' \ � r \ 1 / / / / / ° ' S'R 5'R\ 1\\ 1 2 ` Q LDP LIGHT DUTY PAVING ~� \��c,�M \ I 0 1' Q HDP HEAVY DUTY PAVING \ ` i � SCI"" \ \ PGG�SS 5R DUMPSTER OADING AREA 9 1 111 0 CP CONCRETE PAVING C C. SWALE 3'R (CONCREJl� 1 HVP HIGHWAY PAVING PER VDOT SPECS COMPACTORS � 3O \ I \ I ® 1 � // HDP 4 a. \ I ` I - 1` EP // EDGE 13F PAVEMENT • L+� 1 p, • / � � / � • _ - - - ' 1 I 1 I Q _ 1 cM / ' CONCRETE MDNRENT MARKER \ \ L1rl" 3' 3' 11' I5' II 14' a 20' 12' 72' 14' 20 1, cM POINT �TE N MARKER BEGINNING 5'R „x` J EXISTING PROPERTY g' 10' I I 1,1 PL PROPERTY LINE i LINE cv 25'9 \ \1 `C' 1i I I - 1, LP LIGHT POLE \ \ 3AW • _ :� I I 11 UP UTILITY LIGHT POLE I I 1 1 3'R er 1 UPE UTILITY LIGHT POLE EXISTING \ a I 1 SP SIGN POLE > ��iii 1y SSS r o0 3w Nn ° Z o x Lk a O — k 0 Im Q��5 N a X a Lu ^ z co J NO J r CLJ� t 2ri110191.96§� . 0 Q w 99 it * 1.,f��`''-I N ° W ~ o 0 '� mot 0)Q LLJN J lisittiiilttttaasitiaiitsitssiisliiiaasiill! iiaaiasassislaa NOTES` 77, ELEVATIONS BASED ON NAVD 88 \ LSI LANDSCAPE ISLAND ACREAGE OF SITE: 1.0 ACRES -------------------------------------------------- 1. WALGREENS PARKING STALL DIMENSIONS, 9' 19'. / / MAXIMUM HEIGHT OF STRUCTURE: 16' NLT NO LEFT TURN SIGN A ALBEMARLE COUNTY, VIRGINIA 1. RETAIL SHOPS PARKING STALL DIMENSIONS 9 x18'. GUARDRAIL PM PAVEMENT MARKINGS F•+ S48'dw8�0"W s. s, �.. s,�, S4125.73 � _ __ _ ____ __ ___ __ _ / 182.49' 125.73' __ - PFS ------ PAINT FIRE LANE STRIPE ------------------------ -------------------------------------------------- \VICINITY MAP / / = PHS PAINT CAR HANDICAP SPACE -------------------------------------------------- NOT TO SCALE / / / / ♦ .............18 CG a 18 CG PVNS PAINT VAN HANDICAP SPACE / DR*CT V 45'9 ------------------------------------------------- - 9' ® 9 _ . ;-��------PxmTw-EAfjr97RIF+IFIG ------------------------ / PARCEL ID# 046B4000000400 °' "FOREST LAKES -NORTH AREA" "`\\\/// / a ® _ "" -PPS-_-_-- PAINTED PARKING STRIPES---------------------- , / PLAT BY ROUDABUSH, GALE & L�N�do --_---�__-- \ ASSOCIATES ��(� 10'9 — - PSS------ PAINT STOP SIGN---------------- O / DEED BOOK 1144, PAGE 382 PROP — - SE SIDEWALK EDGE PAINTED \ / ZONED C-1 PO N \ - ----------------------------- FL FIRE LANE MARKING F 4 \ / CURRENT USE: VACANT LOT QRO�i ` `ice _______________________________ - - - - ACCES FMFNT - - - - ---- - - - —\ - \ HDP PLS PARKING LOT STRIPING DETAILS -------------------------------------------------- �: v �n \ = ACCESS EASEMENT �' VC VESTIBULE CROSSWALK STRIPING WHITE ACCESS EASEMENT 525 �0 50 GG / �g - �' \ = _ ( ■�' __ _ _______ ) -01111.O v \� \ :: 1 CWM ----- CROSSWALK MARKINGS ------------------------- O \ \ / RESERVED FOR FUTURE do to 122' -p \\ \._ 1 -------------------------------------------------- DEDICATION UPON DEMAND - \� PPI PAINTED PARKING ISLAND \ OF ALBEMARLE COUNTY i DUMPSTER C ° V \ _ _-_ . \\ \ V v -\ \ \ 16'R EN CE TO BE RIG T -IN �� v ° Q STOP T \ !ITE/PAVING CD269 REV 3/9/98 UPON C004A�PL ON "�� ° d o, p ---- RIGHT- \ \ ® � iiistassatiaisiaaisassas:aiassasaaasasas OF RE PROFRT R AD END 18 CG 25 /�� Q v a _ \ \ P A V IN PLAN LEGEND IMPRO E TS � 8 R-- -----.' \ � r \ 1 / / / / / ° ' S'R 5'R\ 1\\ 1 2 ` Q LDP LIGHT DUTY PAVING ~� \��c,�M \ I 0 1' Q HDP HEAVY DUTY PAVING \ ` i � SCI"" \ \ PGG�SS 5R DUMPSTER OADING AREA 9 1 111 0 CP CONCRETE PAVING C C. SWALE 3'R (CONCREJl� 1 HVP HIGHWAY PAVING PER VDOT SPECS COMPACTORS � 3O \ I \ I ® 1 � // HDP 4 a. \ I ` I - 1` EP // EDGE 13F PAVEMENT • L+� 1 p, • / � � / � • _ - - - ' 1 I 1 I Q _ 1 cM / ' CONCRETE MDNRENT MARKER \ \ L1rl" 3' 3' 11' I5' II 14' a 20' 12' 72' 14' 20 1, cM POINT �TE N MARKER BEGINNING 5'R „x` J EXISTING PROPERTY g' 10' I I 1,1 PL PROPERTY LINE i LINE cv 25'9 \ \1 `C' 1i I I - 1, LP LIGHT POLE \ \ 3AW • _ :� I I 11 UP UTILITY LIGHT POLE I I 1 1 3'R er 1 UPE UTILITY LIGHT POLE EXISTING \ a I 1 SP SIGN POLE HDP `, SPE 1( SIGN POLE EXISTING OD coPP POWER POLE \ \ 0 \ a • t tw I I `-; 1, WL POWER POLE EXISTING H ... QNVE I DIMYE I I DSYL SINGLE SOLID YELLOW LINE OF L 1 \\ \ 25'R REE =; Ti�Rll \ TM v I c0 10 v 100' O = n = _ �1 SSWL DouiLE SOLID YELLOW UNE Cr \\ \\ co STANDING SIGN :; ..410''. 14,820 S. F. I N 1 M 1` 11 DSWL SINGLE SOLID WHITE LINE / FEROW H m 1 I I 1 11 SDWL NX*LE SOLID WHITE LINE Lic. No. 03 1 \ \ \ 34' 1 49'o E 546.0 ' n ' 0 SINGLE DASHED WHITE LINE 1 I .� .tat aisaiiaissisississsiaalssliitisaaasas \ . r*i Z I I " NOTE, ALL STRIPING TO BE PAINTED \\ HTTHE IN THE I 1 FORESTI�LAKES PARCEL J# 032( CONAL =1i AINLINE PA ICKNE \\\ PLAT BY OGER 12 a• T I I 20 DEED BOOK 1478 FETAL ��OI CURRENT�fE: \\ \ Q \ REFER ARCH. DWGS. 4'R 'R I ao 1 111 \�\ s 6 SSWL <O �� \ °D �. FOR HC SIGNAGE I 1 _, ,XISTING 1 \ 9 �C' WARNING I I RAMP DOWN \ G 1:20 MAX. I C I h \ 4y DETECTABLE I I 20' 5' 1 Yf+ ,.WARNING1wc •a - ..' I EEE 545. , ®G WS .:, ao REFER ARCH. DWGS. DETECTABLE \\ \ el �O Z0® a, 5 CONCRETE I I I FOR HC SIGNAGE WARNING 1 1� \\ Z `nc^ SIDEWALK I I 1' \\ 2' SH \\ \09/14/07 V- 3'R 10'9 I I — 51' KREVISED PER \ kq-�.A ] : 6 S CE \ � - - - 2.27 I I - I GEORGE R., JR &MARY R. ACCESS COMMENTS � � MERCER TRUST J PARCEL ID# 032000000037CO 1 HDP I ® �RE/V � PER \ \ ® N DEED BOOK 611, PAGE 462 v I I 6'R ARB COMMENTS ZONED HIGHWAY COMMERCIAL "+ 6'R K \\ \ ENTRANCE CORRIDOR IN N / - 5'R 09 os 07 I I / / / \\\ \ 5' r 8' 5� 8' 8 8 1 I REVISED PER PVMT FLUSH W/ P.C. COMMENTS 30' g AC EASEMENT DRIVEWAY P\�WING WITHIN THE \ 2 LDING HDP pg/pa/07 R.O.W. SHALL` ATCH THE J' �� 9, 3'R 1 CONC. SIDWALK MAINLINE PAVING THICKNE \ CD -� Q1 0 I I / 3x , ACCESS EASEMENT REVISED PER 18" CG GS -6 _ 30' BUILDING SETBACK— - _ — P.C. COMMENTS \\ ,i 06/27/07 BEGIN CG -6 �• ""i'= "'' 3'R REVISIONS PER END 18" C I ,.}' 15'R 9, ® 0 1 ACSA COMMENTS \ 10' PARKIN�E�ACK FREE STANDING BEGIN CG -6 1 •� :: .._ o SIG EN 18"CG 1 " 12/01/06 �.' / 1 \ , G. • F \ it • t 1. • .r_" i . J.S i J=`-',� REVtSED PER •.. • "r •' . _ 9' � JON. C SS VDOT COMMENTS a M 11/08/06 \ 0 12" SSWL I ` E "6G.1 r, r a5 - E REMISED PER 96'9 a , ,\ / 5' CONCRETE c n . • 4 , . •. VDOT COMMENTS • C• • • • ..• •C • d•. .: • �' • • E•. 4" SSWL j SIDEWALK iCARPET D 11/01/06 jp R REVISED PER CG -6 3'�iC G-6 BY AGREEMENT, EXISTING ENTRANCE TO MERCER BE CLOSED AND THIS RIGHT IN ENTRANCE / v �f BE USED BY BOTH PARCELS. 5' CONCRETE COUNTY COMMENTS 04 EP MATCH EXISTING EP C-' / - SIDEWALK L 0 // — --- --- ----- ----- — — — ---- — — --- REVMM PER 75' t 6'-01 MNA 50' S0' COUNTY COMMENTS � I -- --� DRIVEWAY PAVING WITHIN THE aux* �'; LATEX OR EPDXY 6" w PAVERS TRUNCATED DOME - R.O.W. SHALL MATCH THE �;: PAVERS w/ SEALED 11 12 OPE MODIFIED CEMENT 3'-0" MIN. OR GROUT JOINTS MAINLINE PAVING THICKNESS EJ L MORTAR LEVELING X 6 RISE COURSE. FULL RAMP - - SEMINOLE TRAIL U.S. ROUTE 29)��- 347 cli ;r FRONT OF r it (TRAFFI VOLUME 33,000) cuRe _ — — _ — — — — — — — — — — — CURB RAMPS MUST HAVE A TfEXCIA L EXTENDING ----,-------'—��\ --- �— SECTION AT CURB RAMP NTH _ — — — — — — — — — — — THE FULL WIDTH AND DEPTH OF THE RAMP MID -WALK "IN-LINE" RAMPS ------------------------ ALTERNATE TRUNCATED PAVERS i ONLY NEED DETECTABLE WARNINGS AT WALK PARKING w DOMES \ / TRANSITION). DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED / \ / GRAPHIC SCALE DOMES NTH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL \ / 0.2 INCHES AND A CENTER TO CENTER SPACING OF NOMINAL 2.35 h/C CURB RAMP DETAIL 20 0 2O 40 INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST I SCALE: N.T.S. 1 CONTRAST WITH THE SURROUNDING SURFACES (EITHER LIGHT -ON -DARK OR I DARK -ON -LIGHT). > ��iii 1y SSS r o0 3w Nn ° Z a O — Im Q��5 N a }- a Lu ^ z co J NO J r CLJ� t 2ri110191.96§� . 0 Q HDP `, SPE 1( SIGN POLE EXISTING OD coPP POWER POLE \ \ 0 \ a • t tw I I `-; 1, WL POWER POLE EXISTING H ... QNVE I DIMYE I I DSYL SINGLE SOLID YELLOW LINE OF L 1 \\ \ 25'R REE =; Ti�Rll \ TM v I c0 10 v 100' O = n = _ �1 SSWL DouiLE SOLID YELLOW UNE Cr \\ \\ co STANDING SIGN :; ..410''. 14,820 S. F. I N 1 M 1` 11 DSWL SINGLE SOLID WHITE LINE / FEROW H m 1 I I 1 11 SDWL NX*LE SOLID WHITE LINE Lic. No. 03 1 \ \ \ 34' 1 49'o E 546.0 ' n ' 0 SINGLE DASHED WHITE LINE 1 I .� .tat aisaiiaissisississsiaalssliitisaaasas \ . r*i Z I I " NOTE, ALL STRIPING TO BE PAINTED \\ HTTHE IN THE I 1 FORESTI�LAKES PARCEL J# 032( CONAL =1i AINLINE PA ICKNE \\\ PLAT BY OGER 12 a• T I I 20 DEED BOOK 1478 FETAL ��OI CURRENT�fE: \\ \ Q \ REFER ARCH. DWGS. 4'R 'R I ao 1 111 \�\ s 6 SSWL <O �� \ °D �. FOR HC SIGNAGE I 1 _, ,XISTING 1 \ 9 �C' WARNING I I RAMP DOWN \ G 1:20 MAX. I C I h \ 4y DETECTABLE I I 20' 5' 1 Yf+ ,.WARNING1wc •a - ..' I EEE 545. , ®G WS .:, ao REFER ARCH. DWGS. DETECTABLE \\ \ el �O Z0® a, 5 CONCRETE I I I FOR HC SIGNAGE WARNING 1 1� \\ Z `nc^ SIDEWALK I I 1' \\ 2' SH \\ \09/14/07 V- 3'R 10'9 I I — 51' KREVISED PER \ kq-�.A ] : 6 S CE \ � - - - 2.27 I I - I GEORGE R., JR &MARY R. ACCESS COMMENTS � � MERCER TRUST J PARCEL ID# 032000000037CO 1 HDP I ® �RE/V � PER \ \ ® N DEED BOOK 611, PAGE 462 v I I 6'R ARB COMMENTS ZONED HIGHWAY COMMERCIAL "+ 6'R K \\ \ ENTRANCE CORRIDOR IN N / - 5'R 09 os 07 I I / / / \\\ \ 5' r 8' 5� 8' 8 8 1 I REVISED PER PVMT FLUSH W/ P.C. COMMENTS 30' g AC EASEMENT DRIVEWAY P\�WING WITHIN THE \ 2 LDING HDP pg/pa/07 R.O.W. SHALL` ATCH THE J' �� 9, 3'R 1 CONC. SIDWALK MAINLINE PAVING THICKNE \ CD -� Q1 0 I I / 3x , ACCESS EASEMENT REVISED PER 18" CG GS -6 _ 30' BUILDING SETBACK— - _ — P.C. COMMENTS \\ ,i 06/27/07 BEGIN CG -6 �• ""i'= "'' 3'R REVISIONS PER END 18" C I ,.}' 15'R 9, ® 0 1 ACSA COMMENTS \ 10' PARKIN�E�ACK FREE STANDING BEGIN CG -6 1 •� :: .._ o SIG EN 18"CG 1 " 12/01/06 �.' / 1 \ , G. • F \ it • t 1. • .r_" i . J.S i J=`-',� REVtSED PER •.. • "r •' . _ 9' � JON. C SS VDOT COMMENTS a M 11/08/06 \ 0 12" SSWL I ` E "6G.1 r, r a5 - E REMISED PER 96'9 a , ,\ / 5' CONCRETE c n . • 4 , . •. VDOT COMMENTS • C• • • • ..• •C • d•. .: • �' • • E•. 4" SSWL j SIDEWALK iCARPET D 11/01/06 jp R REVISED PER CG -6 3'�iC G-6 BY AGREEMENT, EXISTING ENTRANCE TO MERCER BE CLOSED AND THIS RIGHT IN ENTRANCE / v �f BE USED BY BOTH PARCELS. 5' CONCRETE COUNTY COMMENTS 04 EP MATCH EXISTING EP C-' / - SIDEWALK L 0 // — --- --- ----- ----- — — — ---- — — --- REVMM PER 75' t 6'-01 MNA 50' S0' COUNTY COMMENTS � I -- --� DRIVEWAY PAVING WITHIN THE aux* �'; LATEX OR EPDXY 6" w PAVERS TRUNCATED DOME - R.O.W. SHALL MATCH THE �;: PAVERS w/ SEALED 11 12 OPE MODIFIED CEMENT 3'-0" MIN. OR GROUT JOINTS MAINLINE PAVING THICKNESS EJ L MORTAR LEVELING X 6 RISE COURSE. FULL RAMP - - SEMINOLE TRAIL U.S. ROUTE 29)��- 347 cli ;r FRONT OF r it (TRAFFI VOLUME 33,000) cuRe _ — — _ — — — — — — — — — — — CURB RAMPS MUST HAVE A TfEXCIA L EXTENDING ----,-------'—��\ --- �— SECTION AT CURB RAMP NTH _ — — — — — — — — — — — THE FULL WIDTH AND DEPTH OF THE RAMP MID -WALK "IN-LINE" RAMPS ------------------------ ALTERNATE TRUNCATED PAVERS i ONLY NEED DETECTABLE WARNINGS AT WALK PARKING w DOMES \ / TRANSITION). DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED / \ / GRAPHIC SCALE DOMES NTH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL \ / 0.2 INCHES AND A CENTER TO CENTER SPACING OF NOMINAL 2.35 h/C CURB RAMP DETAIL 20 0 2O 40 INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST I SCALE: N.T.S. 1 CONTRAST WITH THE SURROUNDING SURFACES (EITHER LIGHT -ON -DARK OR I DARK -ON -LIGHT). REFERENCED DRAWINGS 01 1269_exist.dwg 02 1269-base.dwg 03 04 ®08/18/06 REVISED PER COUNTY COMMENTS po5/18/o6 REVISED PER COUNTY COMMENTS ML N0. • 1269 F11F NIL • 1269—C-4.0 OW /MANE • 02/23/06 RAR OGLE • 1:1 Site Plan heet 14 of 23 sw Nfk !L-- C -4.0-,i Nn ° Z a O — N a }- a Lu ^ z co O w -P-4 r CLJ� . 0 Q d 1.,f��`''-I N ° W ~ o 0 '� mot 0)Q LLJN J O • N QN U REFERENCED DRAWINGS 01 1269_exist.dwg 02 1269-base.dwg 03 04 ®08/18/06 REVISED PER COUNTY COMMENTS po5/18/o6 REVISED PER COUNTY COMMENTS ML N0. • 1269 F11F NIL • 1269—C-4.0 OW /MANE • 02/23/06 RAR OGLE • 1:1 Site Plan heet 14 of 23 sw Nfk !L-- C -4.0-,i zr i t � - — i I I I I i I C4 0 1" DRAINAGE VOID VARIES SEE SITE PLAN CLEAN TOPSOIL TO BE a, 2 CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING THE FULL MOUNDED BACKFILL TO SITE/PAVING CD196 REV 6-30-99 gu FIN GRADE ALLOW FOR SETTLEMENT I r i I 12" SITE PAVING NOTES • sssssssssssssss"71—ssssssssssssssssssssassessass 4 3 , SEE PLAN FOR CURB TYPE PAVING ELEVATION TOLERANCE o + FINAL SUSIGRADE SFWl BE INSPECTED BY PAVING CONTRACTOR FOR 12" +/— _-- D ELEVATION AND ADEQUATE COMPACTION BEFORE COMMENCING ANY N q I PAVING ACTIVITY. PAVING ELEVATION SHALL NOT WAVE MORE THAN 1/4w SINK INTO PAVEMENT 3 �� ''`" '�. '� DEVIATION IN ANY 10' INCREMENT. I 3/4" HOLE PAVER L PAVING THICKNESS T 0 L E R A N C e'-0" LONG PRECAST o BASE HER IFEANYINSTAL ED TOP LIMIT COMPACTED PAVING TNICKiN£SS AT ANY ONE CORE SHALL NOT BE LESS THAN 90fi OF SPE(3FIED THICKNESS. THE AIVERIGE OF ALL APPROVED TESTS MUST BE 4 8' 3000 PSI CONC WHEEL :s k.: -., ... :, nomrrrr m•,r,o :r. r , Y, ...w m i:10 a�a:. ua• .. w., „I,. + .I EARTH SUBGRADE AT LEAST EQUAL TO THE SPECIFIED THICKNESS FOR EACH MATERIAL.. NOT NOTE: USE 8' LONG STOP. REINF TO ACI G MORE THAN 2OX OF ALL APPROVED TEST MAY FALL BELOW SPECIFIED I I 3/4' STANDARDS '� MINMNUMS. ANY AREA FOUND TO BE LESS THAN 90fr SPECIFIED THICKNESS INC. � � CURB /GUTTER @ LANDSCAPE ISLAND SHALL BE OVERLAIN WITH ASPHALT As DIRECTED BY ASG, _ =;` -'' ., zr i t � - — i I I I I i I C4 0 1" DRAINAGE VOID µ'L a, 2 CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING THE FULL R1'-5" 4" 56° gu FIN GRADE x I r i I �1 W a • 4 3 , �,;: ., '' �, `'' '�~ :�' 3 ', i ' 18" LONG x 3/4" MILD o + 12" +/— STL PIN w/200TR.POINTS, DOMES WITH A DIAMETER OF NOMINAL 0.9 N q I SINK INTO PAVEMENT 3 �� ''`" '�. '� _; :, I PMVJNG SPACE APPROX 12" o ,•. :`' '� t::'.;. �,: 4 AND A CENTER -TO CENTER SPACING OF NOTE: USE 8' LONG G I I NOMINAL 2.35 INCHES. THE TEXTURE OF THE U.N.O WHERE PC WHEEL' I q _ =;` -'' ., { I III I I I I I I STOPS ARE CALLED FOR I,• _ o Q: Q CONTRAST WITH THE SURROUNDING 850 1 850 WHEEL STOP SURFACES (EITHER LIGHT -ON -DARK OR I I I TRAFFIC DIRECTIONAL SIGN SCALE: NTS SPAV-08 \ i I i I V.C. i v\ a� DARK -ON -LIGHT). SEE ABOVE. dM• 1 1 rt '•s� .°:'•'' SCALE: NTS SPAV-25 3/4" 1'-0" (FREESTANDING) 540 ` (TRUCK TRAFFIC) (CAR TRAFFIC) NOTES: A CURB RAMP(S) MUST BE +'` PROVIDED ALONG AN ACCESSILBLE PATH " EMENT SECTION DETAILFROM THE PARKING LOT TO WALGREENS E (D"A CURBED SIDEWALK. I E I EE ; I I I I 1 1 211/Z 1'-0" A CURB RAMP(S) MUST ALSO BE PROVIDED STOP ® >�D co 1, „ KEYED NOTES NOTE: :f♦:: �' .. , • t 530 5 30 COMBINED CURB & GUTTER 18 CG 1 1/2WEARING SURFACE OVER THIS PAVEMENT SECTION DETAIL AND PERIMETER CURBS ALONG THE ,,,�„I,» LOCAL MUNICIPALITY 8 1 1 /2" = 1'-0" O TACK COAT. REFLECTS MINIMUM REQUIREMENTS. ACCESSIBLE ROUTE CONNECTING TO PUBLIC AS REQUIRED FOR ENGINEER TO DETERMINE DESIGN BASED SIDEWALKS. WORK IN PUBLIC b0m Ist me rob ad O2" BINDER COURSE OVER PRIME ON GEO-TECHNICAL DATA OF SPECIFIC A RAMP IS ANY SLOPE GREATER THAN 1:20 RIGHTS-OF-WAY —- A jumm Mir CURBS COAT. PROJECT AND WALGREENS DAILY TRAFFIC X) AND SHALL HAVE A MAXIMUM SLOPE I, ALL TO HAVE " " O 6 (MIN.) CLEAN, GRADED AND fwNW Mx� o "Mal I' GS -I GS -2 GS -3 GS -4 KS -5 GS -6 SEE 11/C4.1 t wIMA o 4pM d T' Is 1 /4 EXPANSION JOINTS COMPACTED STONE (NO SLAG). o N NM 4 '" 2 PREPARED SUB -GRADE. AT MAXIMUM 100 FEET WITH DOWELS AND 4 0OWELL-DRAINED SUB -GRADE NM�e MI>Mwxlw I TIAL MIA N tlrN wMw11M wIIIM w 401MI1 w INS (SUB -GRADE TO MODIFIED 95 PROCTOR MIN. COMPACTION). RAMP ARE TO HAVE AN INTEGRAL RED ABOVE GRADE SIGN GS { T E S T I N G D U R I N G P L A C E M E N T SPAY 13 µ'L g 2 CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING THE FULL R1'-5" 4" gu • x I r i I �1 W � • { T E S T I N G D U R I N G P L A C E M E N T SPAY 13 SCALE. NTS - GEN(�NTRACTOR SFNLL PERFORM SEVERAL SPOT CHECKS OF PAVING ERAL BASE THICKNESS PRIOR TO INSTALLATION OF ANY ASPHALTIC OR CONCRETE PAVING. DENSITY TES1 SHALT. BE PERFORMED ON EACH LIT AT THE RATE OF ONE TEST PER 2,500 SQUARE FEET. CONTRACTOR WALL PROVIDE FOR TESTING OF COMPLETED PAVING INSTALLATION FOR COMPLIANCE WITH DESIGN CRITERIA AND REQUIRED 24 , 8" 18" THICKNESS. CONTRACTOR SHALL REPLACE ALL NON -CONFORMING MATERIAL W AT HIS OWN EXPENSE. BLDG WALL TESTING SHALL BE PERFORMED ONLY BY AN INDEPENDENT TESTING AGENT APPROVED BY ASG, INC. TEST HOLES NOT SPOTTED BY ASG, INC. MAY NOT BE CONSIDERED ACCEPTABLE. ABOVE ALLOW A MINIMUM OF EIGHT CORE TESTS TO BE LOCATED ONLY BY GRADE WRITTEN INSTRUCTION BY ASG, INC. a/ HANDICAP THE PAVING CONTRACTOR SHALL REPAIR ALL CORING HOES BY FILLING SIGN (T'p)VARIES HOLES WITH CONCRETE FLUSH TO TOP OF PAVEMENT. O . 2_0 0 ASPHALTIC PAVING MATERIALS MATERNAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST 0.4 EDITION OF THE SPECIFICATION OF THE HIGHWAY DEPARTMENT OF THE STATE IN WHICH THE PROJECT IS LOCATED. REFER TO PAVING MATERIALS 8'-40 \,N1'_ PAINTED STRIPE AND PAINTED LEGEND. 04 YMBO LETTERS COLOR - SYNDIC C O N C R E T E TRAFFIC YELLOW (TMP) PROVIDE TOOLED EXPANSION JOINTS O 20' O.C. (MAX) AND EXPANSION O JOINTS O 50' O.C. PAINTED r I PARKING CONCRETE CURBING SWELL BE 4000 PSI 28 DAY STRENGTH 2" - 3" SLUMP, 1,/ (NO CURB DEFORMATION) 3X - 5X AIR ENTRAINED. INSTALL WITH RC -70 STRIPES TACK COAT EMULSION OVER ASPHALT. 4" WIDE PROVIDE CYLINDER BREAK TEST - 3/500 LF. OF CURBING OR 1 -DAY POUR WITH BREAKS - 1 0 7 -DAYS, 2 O 28 -DAYS. COMPLY WITH ASTM C-31 AND ASTM C-39. ALSO PROVIDE ONE SLUMP TEST PER 500 LF. OF CURBING E OR 1-DIAY POUR. ~ 43'R MIN PROVIDE EXPANSION JOINT O 50' O.C. AND CONTROL JOINTS O 20' O.C. 5'-0" 8'-0" (MAX) AT ALL CONCRETE PAVING AREA. W Qk REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. 30 Ai R P A V E M ENT MARKING PAINT w gill I W PROVIDE PAVEMENT MARKING AS SHOWN ON THE DRAWINGS. STRIPING PAINTED STOP SIGN PAINTED HANDICAP SPACE SHALL LIQ 4o WIDE. PANT SHALL BE SHERWIN-WILLIAMS PROMM ALKYD TRAFFIC MARKING PAINT SERIES B29YZ2 OR APPROVED EQUAL• PANT SCALE: NTS SPAV-27 SCALE: NTS SPAV-40 SHALL BE APPLIED IN ONE COAT ACHIEVING A MINIMUM DRY FILA �� w THICKNESS OF 9 MILS. IN ALL CASES. THE MARKING SHALL BE�- SUFFICIENT TO TOTALLY PAINT FOR = B ALL COVER THE PAVEMENT. USE YELLOW � � 6 ALL MARKINGS. FIRE LANE AND OTHER MARKINGS ME REQUIRED BY IN bR I GOVERNING AUTHORITIES TO BE YELLOW. PAVING...s=.=..=s.....ss.s.s.............=.=s..=..=s.=.. PER PLAN '- y-3" OPENING WIDTH PER PLAN N � EQ EQ 3_6. 40a 12 CONK CURB. TIE N OWATERTIGHT 1 CONC .I N e 45• SHALE M�IMrH ~+ PIt aw 46 MM or HMw: K'M^ Mr w oft LIMA a to" 0+00 1+00 0+00 1+00 „ 12" 12" _ I "' J. >RA'pMlkh Mel�� aA • Nm in/wMMIN wM • w9w6m d 30opw MN growgrowd MIfM dNI " M a+rMi F ri• STOP CURB HERE No. q� 1M, NN,,,,,,,.,,.Pam «Nino,,...� PROFIT ROAD ENTRANCE ROUTE 29 ENTRANCE � DETAIL D WI D �WE 1 PROFILE PROFILE SHT. C-3.1 1�r c N N Gifts A3 M MN Iw MMn, tx' THICK PAVING EDGE m N ' 4000PN = 0 C K a SCALE: 1 "=50' SCALE: 1"-50' TO 12" DEEP AT CURB CUTTHRU :I�' ^.RW IyI..:�P ,�Illpint;4 :i:: f I ;. ..t .:: •t•..q ',: L' k - , •• `. ". .. i u I' _. � ,. .* ' r, ,' -.. ' „ a lu 1.' ,. ;,. .•,., . COMBINATION CURB a GUTTER c0 �/�� CONK SHALE OR RIP -RAP NOTES: TRMgLOIITATION dpi IS iNORIICPI►fEADP H 1. PAINT COLOR TO BE "YELLOW" VOOM ON PLAN FOR ARROW AND LETTERS. "DRIVE-THRU" LETTERS TO BE ELONGATED HELEVETICA MEDIUM - NUMBER DENOTES CC 4" WIDE STROKES. OPENING WIDTH 2. PAINT 2" BLACK OUTLINE AROUND NOTE: CONTRACTOR SHALL FIELD VERIFY -0 Q THE THICKNESS OF THE EXISTING PAVEMENT ARROW AND LETTERS FOR PROJECTS AND MATCH EXISTING THIS DETAIL IS 4 2 LENGTH VAMS_SEE STE PLAN WITH CONCRETE PARKING LOTS. pa O Z INDICATIVE DF THE MATERIALS THAT WILL EQUAL EQUAL a (CC — C MENT PAINTING v � 0 „ 2.0 5 CURB CUT (DlE/444 » _ .�. 10-0 50' 3 PLAN OF DETECTABLE SCALE: NTS SPAV-10 1 -0 O W 1 4 1 1 '0, WARNING SURFACE w ., /—f'/ , r 4 • "MaM PER „ o L_ JO •� 2.35 R6 w C CL J \ •,,.� _ f -- ` II 0.9" DIA.-�'NJ ® ® v _ -III ® W �W_y COMBINATION 6" CURB do III III Ll I I l i I I I I 1=11 I1=1 11-1 I 1 I I 1 ,� I (� ,' I �. _® " 2.33" (TVP.) 6" 10" 2'-3" O rte'— , I GUTTER 165 LBS/SY(1.5")ASPHALT TYICAL PERIMETER SIDEWALK " " SM 9.5 D 03/4-E '' ': --� 4 7 t t Ile O i -I 1 0 » » KEYED NOTES W N PLAN OF DOME STAMP SECTION OF DOME STAMP » 230 LBS/SY(2.0")ASPHALT PATTERN IN SURFACE PATTERN IN SURFACE s O TRAFFIC DIRECTIONAL Oof IM 19.0 A KEYED NOTES SI GN. COMPRESSIBLE FILLER 2 • Z 8" BM 75.0 ASPHALT BASE 0 N/A O » O 1/4" TOOLED JOINT CURB RAMPS HAVE A MAXIMUM RISE OF 6" -,� O 2"X 2" STEEL TUBE 4" COMPACTED CUT BACK AND 6„ X 6" X10 W.W.F. (3/4 MAXIMUM). AND DO NOT REQUIRE HANDRAI6” LS. 85 2 EXTENDED INTO U O O 8" 218 MINERAL 2 AGGREGATE BASE PROVIDE SEALANT, ANY RAMP WITH GREATER THAN A 6" RISE TYPICAL, AT ALL SHALL HAVE HANDRAILS ON 130TH SIDES AND 8» 68' y PAPE. E FILLED 4" AGGREGRATE BASE COURSE O PAVEMENT. JOINTS WITH FILLER. CURBED EDGE PROTECTION ON BOTH SIDES. 3 6" " io O3 12"IM CONCRETE o EDGE PROTECTION CONSISTS OF CURBS 2 -0 FOUNDATION 6 WALLS, RAILINGS. OR PROJECTING SURFACES '� 4 N BELOW FROST LINE THAT PREVENT PEOPLE FROM SLIPPING OFF NOTES: PAINT SYMBOL " t4 FT. MINIMUM THE RAMP. _� ON PAVING COLOR - AS REQUIRED BY CODE 111111111111111611 BELOW FIN. GRADE). µ'L g 2 CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING THE FULL R1'-5" 4" gu • x �1 W � • 4 SCALE. NTS - GEN(�NTRACTOR SFNLL PERFORM SEVERAL SPOT CHECKS OF PAVING ERAL BASE THICKNESS PRIOR TO INSTALLATION OF ANY ASPHALTIC OR CONCRETE PAVING. DENSITY TES1 SHALT. BE PERFORMED ON EACH LIT AT THE RATE OF ONE TEST PER 2,500 SQUARE FEET. CONTRACTOR WALL PROVIDE FOR TESTING OF COMPLETED PAVING INSTALLATION FOR COMPLIANCE WITH DESIGN CRITERIA AND REQUIRED 24 , 8" 18" THICKNESS. CONTRACTOR SHALL REPLACE ALL NON -CONFORMING MATERIAL W AT HIS OWN EXPENSE. BLDG WALL TESTING SHALL BE PERFORMED ONLY BY AN INDEPENDENT TESTING AGENT APPROVED BY ASG, INC. TEST HOLES NOT SPOTTED BY ASG, INC. MAY NOT BE CONSIDERED ACCEPTABLE. ABOVE ALLOW A MINIMUM OF EIGHT CORE TESTS TO BE LOCATED ONLY BY GRADE WRITTEN INSTRUCTION BY ASG, INC. a/ HANDICAP THE PAVING CONTRACTOR SHALL REPAIR ALL CORING HOES BY FILLING SIGN (T'p)VARIES HOLES WITH CONCRETE FLUSH TO TOP OF PAVEMENT. O . 2_0 0 ASPHALTIC PAVING MATERIALS MATERNAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST 0.4 EDITION OF THE SPECIFICATION OF THE HIGHWAY DEPARTMENT OF THE STATE IN WHICH THE PROJECT IS LOCATED. REFER TO PAVING MATERIALS 8'-40 \,N1'_ PAINTED STRIPE AND PAINTED LEGEND. 04 YMBO LETTERS COLOR - SYNDIC C O N C R E T E TRAFFIC YELLOW (TMP) PROVIDE TOOLED EXPANSION JOINTS O 20' O.C. (MAX) AND EXPANSION O JOINTS O 50' O.C. PAINTED r I PARKING CONCRETE CURBING SWELL BE 4000 PSI 28 DAY STRENGTH 2" - 3" SLUMP, 1,/ (NO CURB DEFORMATION) 3X - 5X AIR ENTRAINED. INSTALL WITH RC -70 STRIPES TACK COAT EMULSION OVER ASPHALT. 4" WIDE PROVIDE CYLINDER BREAK TEST - 3/500 LF. OF CURBING OR 1 -DAY POUR WITH BREAKS - 1 0 7 -DAYS, 2 O 28 -DAYS. COMPLY WITH ASTM C-31 AND ASTM C-39. ALSO PROVIDE ONE SLUMP TEST PER 500 LF. OF CURBING E OR 1-DIAY POUR. ~ 43'R MIN PROVIDE EXPANSION JOINT O 50' O.C. AND CONTROL JOINTS O 20' O.C. 5'-0" 8'-0" (MAX) AT ALL CONCRETE PAVING AREA. W Qk REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. 30 Ai R P A V E M ENT MARKING PAINT w gill I W PROVIDE PAVEMENT MARKING AS SHOWN ON THE DRAWINGS. STRIPING PAINTED STOP SIGN PAINTED HANDICAP SPACE SHALL LIQ 4o WIDE. PANT SHALL BE SHERWIN-WILLIAMS PROMM ALKYD TRAFFIC MARKING PAINT SERIES B29YZ2 OR APPROVED EQUAL• PANT SCALE: NTS SPAV-27 SCALE: NTS SPAV-40 SHALL BE APPLIED IN ONE COAT ACHIEVING A MINIMUM DRY FILA �� w THICKNESS OF 9 MILS. IN ALL CASES. THE MARKING SHALL BE�- SUFFICIENT TO TOTALLY PAINT FOR = B ALL COVER THE PAVEMENT. USE YELLOW � � 6 ALL MARKINGS. FIRE LANE AND OTHER MARKINGS ME REQUIRED BY IN bR I GOVERNING AUTHORITIES TO BE YELLOW. PAVING...s=.=..=s.....ss.s.s.............=.=s..=..=s.=.. PER PLAN '- y-3" OPENING WIDTH PER PLAN N � EQ EQ 3_6. 40a 12 CONK CURB. TIE N OWATERTIGHT 1 CONC .I N e 45• SHALE M�IMrH ~+ PIt aw 46 MM or HMw: K'M^ Mr w oft LIMA a to" 0+00 1+00 0+00 1+00 „ 12" 12" _ I "' J. >RA'pMlkh Mel�� aA • Nm in/wMMIN wM • w9w6m d 30opw MN growgrowd MIfM dNI " M a+rMi F ri• STOP CURB HERE No. q� 1M, NN,,,,,,,.,,.Pam «Nino,,...� PROFIT ROAD ENTRANCE ROUTE 29 ENTRANCE � DETAIL D WI D �WE 1 PROFILE PROFILE SHT. C-3.1 1�r c N N Gifts A3 M MN Iw MMn, tx' THICK PAVING EDGE m N ' 4000PN = 0 C K a SCALE: 1 "=50' SCALE: 1"-50' TO 12" DEEP AT CURB CUTTHRU :I�' ^.RW IyI..:�P ,�Illpint;4 :i:: f I ;. ..t .:: •t•..q ',: L' k - , •• `. ". .. i u I' _. � ,. .* ' r, ,' -.. ' „ a lu 1.' ,. ;,. .•,., . COMBINATION CURB a GUTTER c0 �/�� CONK SHALE OR RIP -RAP NOTES: TRMgLOIITATION dpi IS iNORIICPI►fEADP H 1. PAINT COLOR TO BE "YELLOW" VOOM ON PLAN FOR ARROW AND LETTERS. "DRIVE-THRU" LETTERS TO BE ELONGATED HELEVETICA MEDIUM - NUMBER DENOTES CC 4" WIDE STROKES. OPENING WIDTH 2. PAINT 2" BLACK OUTLINE AROUND NOTE: CONTRACTOR SHALL FIELD VERIFY -0 Q THE THICKNESS OF THE EXISTING PAVEMENT ARROW AND LETTERS FOR PROJECTS AND MATCH EXISTING THIS DETAIL IS 4 2 LENGTH VAMS_SEE STE PLAN WITH CONCRETE PARKING LOTS. pa O Z INDICATIVE DF THE MATERIALS THAT WILL EQUAL EQUAL a (CC — C MENT PAINTING v � 0 „ 2.0 5 CURB CUT (DlE/444 » _ .�. 10-0 50' 3 PLAN OF DETECTABLE SCALE: NTS SPAV-10 1 -0 O W 1 4 1 1 '0, WARNING SURFACE w ., /—f'/ , r 4 • "MaM PER „ o L_ JO •� 2.35 R6 w C CL J \ •,,.� _ f -- ` II 0.9" DIA.-�'NJ ® ® v _ -III ® W �W_y COMBINATION 6" CURB do III III Ll I I l i I I I I 1=11 I1=1 11-1 I 1 I I 1 ,� I (� ,' I �. _® " 2.33" (TVP.) 6" 10" 2'-3" O rte'— , I GUTTER 165 LBS/SY(1.5")ASPHALT TYICAL PERIMETER SIDEWALK " " SM 9.5 D 03/4-E '' ': --� 4 7 t t Ile O i -I 1 0 » » KEYED NOTES W N PLAN OF DOME STAMP SECTION OF DOME STAMP » 230 LBS/SY(2.0")ASPHALT PATTERN IN SURFACE PATTERN IN SURFACE s O TRAFFIC DIRECTIONAL Oof IM 19.0 A KEYED NOTES SI GN. COMPRESSIBLE FILLER 2 • Z 8" BM 75.0 ASPHALT BASE 0 N/A O » O 1/4" TOOLED JOINT CURB RAMPS HAVE A MAXIMUM RISE OF 6" -,� O 2"X 2" STEEL TUBE 4" COMPACTED CUT BACK AND 6„ X 6" X10 W.W.F. (3/4 MAXIMUM). AND DO NOT REQUIRE HANDRAI6” LS. 85 2 EXTENDED INTO U O O 8" 218 MINERAL 2 AGGREGATE BASE PROVIDE SEALANT, ANY RAMP WITH GREATER THAN A 6" RISE TYPICAL, AT ALL SHALL HAVE HANDRAILS ON 130TH SIDES AND 8» 68' y PAPE. E FILLED 4" AGGREGRATE BASE COURSE O PAVEMENT. JOINTS WITH FILLER. CURBED EDGE PROTECTION ON BOTH SIDES. 3 6" " io O3 12"IM CONCRETE o EDGE PROTECTION CONSISTS OF CURBS 2 -0 FOUNDATION 6 WALLS, RAILINGS. OR PROJECTING SURFACES '� 4 N BELOW FROST LINE THAT PREVENT PEOPLE FROM SLIPPING OFF NOTES: PAINT SYMBOL " t4 FT. MINIMUM THE RAMP. _� ON PAVING COLOR - AS REQUIRED BY CODE 111111111111111611 BELOW FIN. GRADE). REFERENCED DRAWINGS 01 02 03 04 ®08/18/06 REVISED PER COUNTY COMMENTS Q013/18/06 REVISED PER COUNTY COMMENTS l�11. MOA • 1269 RLE N& • 1289 -C -4.1.d" M 01ATE • 02/23/08 Ra I • 1:1 Site Paving Details heet 15 of 23 MINT Na C -4 m µ'L g 2 CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING THE FULL R1'-5" 4" •' - ,:;,. ; O4 FINISHED GRADE. WIDTH AND DEPTH OF THE RAMP INCLUDING 4 3 , �,;: ., '' �, `'' '�~ :�' 3 ', i ' ANY FLARES. THE DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED o + �'•.. ., r• '.�" N: ��'' DOMES WITH A DIAMETER OF NOMINAL 0.9 I 3 �� ''`" '�. '� _; :, INCHES, A HEIGHT OF NOMINAL 0.2 INCHES PMVJNG SPACE o ,•. :`' '� t::'.;. �,: 4 AND A CENTER -TO CENTER SPACING OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE I q _ =;` -'' ., { I III I I I I I I DETECTABLE WARNING FEATURE MUSTI- _ o Q: Q CONTRAST WITH THE SURROUNDING SURFACES (EITHER LIGHT -ON -DARK OR PAINTED HANDICAP SYMBOL TRAFFIC DIRECTIONAL SIGN DARK -ON -LIGHT). SEE ABOVE. 1 1 '•s� .°:'•'' SCALE: NTS SPAV-25 3/4" 1'-0" (FREESTANDING) ` (TRUCK TRAFFIC) (CAR TRAFFIC) NOTES: A CURB RAMP(S) MUST BE +'` PROVIDED ALONG AN ACCESSILBLE PATH " EMENT SECTION DETAILFROM THE PARKING LOT TO WALGREENS (D"A CURBED SIDEWALK. ; I I I I 1 1 211/Z 1'-0" A CURB RAMP(S) MUST ALSO BE PROVIDED STOP ® >�D co SIGNS SHALL BE SIMILAR TO & MEET THE „ KEYED NOTES NOTE: IN THE PARKING LOT AT ALL INTERMEDIATE t SPECIFICATIONS OF COMBINED CURB & GUTTER 18 CG 1 1/2WEARING SURFACE OVER THIS PAVEMENT SECTION DETAIL AND PERIMETER CURBS ALONG THE ,,,�„I,» LOCAL MUNICIPALITY 8 1 1 /2" = 1'-0" O TACK COAT. REFLECTS MINIMUM REQUIREMENTS. ACCESSIBLE ROUTE CONNECTING TO PUBLIC AS REQUIRED FOR ENGINEER TO DETERMINE DESIGN BASED SIDEWALKS. WORK IN PUBLIC O2" BINDER COURSE OVER PRIME ON GEO-TECHNICAL DATA OF SPECIFIC A RAMP IS ANY SLOPE GREATER THAN 1:20 RIGHTS-OF-WAY KEYED NOTES CURBS COAT. PROJECT AND WALGREENS DAILY TRAFFIC X) AND SHALL HAVE A MAXIMUM SLOPE ALL TO HAVE " " O 6 (MIN.) CLEAN, GRADED AND DESIGN REQUIREMENT. OF 1:12 (8.33X). THE MAXIMUM SLOPE IS GS -I GS -2 GS -3 GS -4 KS -5 GS -6 SEE 11/C4.1 t N/A / 1 /4 EXPANSION JOINTS COMPACTED STONE (NO SLAG). 1" OF RISE PER FOOT OF DISTANCE FOR BASE DETAIL 2 PREPARED SUB -GRADE. AT MAXIMUM 100 FEET WITH DOWELS AND 4 0OWELL-DRAINED SUB -GRADE TRAVELED. ALL SLOPED AREAS OF THE CONTROL JOINTS AT (SUB -GRADE TO MODIFIED 95 PROCTOR MIN. COMPACTION). RAMP ARE TO HAVE AN INTEGRAL RED ABOVE GRADE SIGN GS 11/01/06 01 / / O PAVEMENT. MAX. 20 FEET. 3" BINDER COURSE OVER PRIME O COLOR. THE CLEAR WIDTH OF ANY RAMP IS A N.T.S. SPAV-26 C4.1 G REVISED PER Q 0 2X AT SAGS OR MATCH PAVEMENT SLOPE COAT. MINIMUM OF 36". COUNTY COMMENTS REFERENCED DRAWINGS 01 02 03 04 ®08/18/06 REVISED PER COUNTY COMMENTS Q013/18/06 REVISED PER COUNTY COMMENTS l�11. MOA • 1269 RLE N& • 1289 -C -4.1.d" M 01ATE • 02/23/08 Ra I • 1:1 Site Paving Details heet 15 of 23 MINT Na C -4 m \ U T I L I T Y P L A N L E G E N D S I T E U T I L IT Y I I \ \ ''\� \., `'•`., \ \ 1 `, sxxssxaxxsxzaaaxaxxsxxxxxxaxxmsaxsxxsxxxxxxxxsxazxs:aa D E T A I L R E F E R E N C E S C H E D U L E `• � ,� ��... sssssssszassssisssssassssasas:aaaiisaazza EXISTING PROPOSED DESCRIPTION MARK REFERENCED ITEM COMMENT \ � \ \ :::isss::sss:sssissssssa:555x:5:5:sss:555555555:: -G GAS S :Y:: \ 1 �1EWF_ W WATER------------------------------------------------- SEI� ` ]\ST ISOLATION GATE VA ml ,� AR--- -..-..-..-..- _ O IN , 3.76 __.-_._ ,F S SANITARY SEVER TGV TERMINATION GATE VALVE UNDERGROUND DETENTION PIPE INVETS A- 536.2 D- 5352 9- 536.3 E- 533.3 C- 536.4 F- 535.4 I I ► / \ \ r ; r ' w coNNECTfON - N \ \ \ \ ti / PGV PROJECT GATE VALVE ,o I f `\ �,\O V�17.00 DHE 0/H ELECTRIC \ \ ------------------ C o U/G ELECTRIC FGV FIRELINE GATE VALVE r,'' ------------------------------------------------- %\\ \ 01 0/H TELEPHONE FH FIRE HYDRANT \ _--_ - EQIG TELEPHONE------------------------------------------------- WATER METER , j%' l `• r H FIRE HYDRANT W � � ,�- •,, \ �`�` wmk S NA/ WATER AFTER TB THRUST BLOCK 3ME ■ GM GAS METER ------------------------------------------------- X (,VE -N GV GAS VALVE -----------MANNOLE-------------------------------- Dc W'4'f._ N WV Wi1TER VALVE / \ CO SEWER CLEANOUT � Meter Total Plumbing Fixture Count Fixture Units Load Value Total GPM Walgreens' DW (Plumbing Fixtures) 16 67.5 58. Walgreens' Irrigation (Landscaping only) NA NA 40 Retail Shops #1 6 17.25 18 Retail Shops #2 3 7.25 12 Retail Shops #3 6 17.25 18 Retail Shops #4 6 17.25 18 10 / 1 \ EC- Affi MANHOLE CV CHECK VALVE • CO CLEAN-OUT - ------ ----------------------- 7' OE pDOUBLE CHECK VALVE_r \ lr W \ _ \ \ \ PRPPi ROPERTY IAE L ------------------------------------------------- �--- �S r\'\ -ly - �� \'`', \ / \ :,,, \ \, ••ir \\' OUTLET PROTECTION - -------- GAS METER ------------------------------ �) �- � 'r � `''• \\ ES-, END SECTION / 1 Y . '� `'•, � \, `�., INLET PROTECTION ------------------------------------------------- a -------------------- EC -1 SCOUR PROTECTION 52' \ \ \ \ -------------------------------------------�---------- z;ssssssssssizl:aaia::azssaaszszz5aaaaszzss:5 \ \ e;•, \ \ •�C� , via __� _ �I I ' / / \ ~ � \\ \ ` ELECTRIC \ \ I / �/ �� _ wA QUAu S \ _ - ({ ,, / \ ANSFORMER 530 /� - -"540" �' -3. \ \ \ PAD \ \,\ \ / '\ \ / / S418 849 ..W 125 - C F J , PROP AND I I T OU CB 4 ) \ 'RM MAt&. LIit: ` ITE ANITA S R ''t\ _ 0 I.E. IN 536.59 22 LE OUT 536.39 � -SITE SANITA / T-538.5 I.E. (60) 536.x0- • OFF / WATER QUALITY I I HLINE. / STRUCTURE ATC \ - \ \ k (SEE SHT C-3.4 FOR DETAIL) � /� // � % � // / _ -�� -_--� �- `� �- +� Z � I � 535 - - - - - - - - - - - - - - -/ MO SZ509 5� J �� //� i s / // �� _- +ice 1. 1- IN •539.20 _ 1 1 \ W- t� // / � �/ /// �•- --'"" i._ �'°- I �I I.E. OUT 539.00 I T-544 / \ ^- / - _Ro. 1 • IVC • ��.^ � � � f -- / /// � ` ` / ' � - � ; 1 3 ,jt /_ _ I LINE H UNE G 1 NCl 21 / ON TO L.F. 6 HDPE FE - r / / (TYPICAL) \ � -- 1 -�: R I ey (4) 1 \ 536 _ /� `'a \ \ ```. \ / •kl + .. -'�YE� i /� / // t�o��' • /// // / /.cr�=�'-' � \ \ \� I :; t� ��I •k0 ;. 538 / '\ 540 .E 4g 1 � \ o ' 542 ` \ -)3\ A B C u u u u I / 1/ F I I I FL ARDTY � 1 T1' A cr , h S3 1 r h I 1 T. C-3.4 -, 5 _ - ' �-_ ____ 555 - _�_ - w , �s \ 10 LF 48 F 546 -- _ y�/ \ \ \ \ p _-_ - -_ 09/10/07 \ \\r • 1 / i"5-0 >:1Ip'' \ 54 1 REVISIONS PER %\ A \ /�/� - --- I I 5 - \ ARB COMMENTS IN I / \ 4. 1 07/24/07 \ -\ REVISIONS PER 2ND \/ N ° ULT. ENr d' � ♦ ; _� F ��- _1 � .. , ,. � . ACSA COMMENTS / \ / �`1 \ I \ 06/27/07 REVISIONS PER \/ -17 ACSA COMMENTS LINE D Q06/01/07 CI- TYPE A G- TYPE A REVISED PER \ ` 1 COUNTY COMMENTS GUARD FLO GUARD WATER QUALITY MISERY WATER QUALITY INSERT \c� / COU COMMENTS09/29/06 T 544 0 T-544. /\ D REVD PER w -- _ e. COUNTY ,tY _v f t... , - ( I �- - t> . 4. ? • 08/23/05 REVIISED PER TIE COUNTY COMMENTS r \ U � t, i \/r II •-..� J r t 11 � ,., .\ \�. i � I � �..-- _._._. -- � ' - 4- .:..-. -. _ •�-- -_- ..- -- - - '- �' � -+J--- -- --- .____ _ - _ - i� , ..moi- , � . J F-1- �\- ---- - - UNIE- _._ _ -- 42 BETIIIMN • VE t 8" WATER 544 -r-� } �`---_------------------- 15*. 1 - --Xf1- - - - --- - -7 . _. ._ - 1 4 II ,� T 6" GV TE/ t 15" ES -1(51) w/tc-1 INV -540.0 8,; L-3.0 INV. 5450 w/BLOW-OFF AY-- -... _ - _ ---- -- _ ---- - - -. GRAPHIC SCALE 1 -- - --------- ---- - - 1- d ' 40' 20 IF- ---------- No. 03 1 ��SS�UNAL ti�C,` -Q a in D Z a p N Cy- a 125 W a' O LLJ Z CL J J 5 LAI O D (� > o LN J O Q N N = U REFERENCED DRAWINGS 011 1269_exist.dwg 02 1269_base.dwg 03 04 ®08/18/06 REVISED PER COUNTY COMMENTS A 1x/06 REV05/ISED PER COUNTY COMMENTS ML NIL • 1269 FU NII. • 1269_c-5.0 WK UX • 02/23/06 RAS !CALF • 1:1 Site Utility Plan Sheet 16 o11- f 23 -5. 0-1 x O will TZ � W > W � Z W N 11/�l W lyY��••� 0 771 � �.0 � � 3 r. AIF w I A B C u u u u I / 1/ F I I I FL ARDTY � 1 T1' A cr , h S3 1 r h I 1 T. C-3.4 -, 5 _ - ' �-_ ____ 555 - _�_ - w , �s \ 10 LF 48 F 546 -- _ y�/ \ \ \ \ p _-_ - -_ 09/10/07 \ \\r • 1 / i"5-0 >:1Ip'' \ 54 1 REVISIONS PER %\ A \ /�/� - --- I I 5 - \ ARB COMMENTS IN I / \ 4. 1 07/24/07 \ -\ REVISIONS PER 2ND \/ N ° ULT. ENr d' � ♦ ; _� F ��- _1 � .. , ,. � . ACSA COMMENTS / \ / �`1 \ I \ 06/27/07 REVISIONS PER \/ -17 ACSA COMMENTS LINE D Q06/01/07 CI- TYPE A G- TYPE A REVISED PER \ ` 1 COUNTY COMMENTS GUARD FLO GUARD WATER QUALITY MISERY WATER QUALITY INSERT \c� / COU COMMENTS09/29/06 T 544 0 T-544. /\ D REVD PER w -- _ e. COUNTY ,tY _v f t... , - ( I �- - t> . 4. ? • 08/23/05 REVIISED PER TIE COUNTY COMMENTS r \ U � t, i \/r II •-..� J r t 11 � ,., .\ \�. i � I � �..-- _._._. -- � ' - 4- .:..-. -. _ •�-- -_- ..- -- - - '- �' � -+J--- -- --- .____ _ - _ - i� , ..moi- , � . J F-1- �\- ---- - - UNIE- _._ _ -- 42 BETIIIMN • VE t 8" WATER 544 -r-� } �`---_------------------- 15*. 1 - --Xf1- - - - --- - -7 . _. ._ - 1 4 II ,� T 6" GV TE/ t 15" ES -1(51) w/tc-1 INV -540.0 8,; L-3.0 INV. 5450 w/BLOW-OFF AY-- -... _ - _ ---- -- _ ---- - - -. GRAPHIC SCALE 1 -- - --------- ---- - - 1- d ' 40' 20 IF- ---------- No. 03 1 ��SS�UNAL ti�C,` -Q a in D Z a p N Cy- a 125 W a' O LLJ Z CL J J 5 LAI O D (� > o LN J O Q N N = U REFERENCED DRAWINGS 011 1269_exist.dwg 02 1269_base.dwg 03 04 ®08/18/06 REVISED PER COUNTY COMMENTS A 1x/06 REV05/ISED PER COUNTY COMMENTS ML NIL • 1269 FU NII. • 1269_c-5.0 WK UX • 02/23/06 RAS !CALF • 1:1 Site Utility Plan Sheet 16 o11- f 23 -5. 0-1 O will TZ � W > W pQ tib �I < 0O SI! W N 11/�l W lyY��••� 0 771 � �.0 � � 3 r. I A B C u u u u I / 1/ F I I I FL ARDTY � 1 T1' A cr , h S3 1 r h I 1 T. C-3.4 -, 5 _ - ' �-_ ____ 555 - _�_ - w , �s \ 10 LF 48 F 546 -- _ y�/ \ \ \ \ p _-_ - -_ 09/10/07 \ \\r • 1 / i"5-0 >:1Ip'' \ 54 1 REVISIONS PER %\ A \ /�/� - --- I I 5 - \ ARB COMMENTS IN I / \ 4. 1 07/24/07 \ -\ REVISIONS PER 2ND \/ N ° ULT. ENr d' � ♦ ; _� F ��- _1 � .. , ,. � . ACSA COMMENTS / \ / �`1 \ I \ 06/27/07 REVISIONS PER \/ -17 ACSA COMMENTS LINE D Q06/01/07 CI- TYPE A G- TYPE A REVISED PER \ ` 1 COUNTY COMMENTS GUARD FLO GUARD WATER QUALITY MISERY WATER QUALITY INSERT \c� / COU COMMENTS09/29/06 T 544 0 T-544. /\ D REVD PER w -- _ e. COUNTY ,tY _v f t... , - ( I �- - t> . 4. ? • 08/23/05 REVIISED PER TIE COUNTY COMMENTS r \ U � t, i \/r II •-..� J r t 11 � ,., .\ \�. i � I � �..-- _._._. -- � ' - 4- .:..-. -. _ •�-- -_- ..- -- - - '- �' � -+J--- -- --- .____ _ - _ - i� , ..moi- , � . J F-1- �\- ---- - - UNIE- _._ _ -- 42 BETIIIMN • VE t 8" WATER 544 -r-� } �`---_------------------- 15*. 1 - --Xf1- - - - --- - -7 . _. ._ - 1 4 II ,� T 6" GV TE/ t 15" ES -1(51) w/tc-1 INV -540.0 8,; L-3.0 INV. 5450 w/BLOW-OFF AY-- -... _ - _ ---- -- _ ---- - - -. GRAPHIC SCALE 1 -- - --------- ---- - - 1- d ' 40' 20 IF- ---------- No. 03 1 ��SS�UNAL ti�C,` -Q a in D Z a p N Cy- a 125 W a' O LLJ Z CL J J 5 LAI O D (� > o LN J O Q N N = U REFERENCED DRAWINGS 011 1269_exist.dwg 02 1269_base.dwg 03 04 ®08/18/06 REVISED PER COUNTY COMMENTS A 1x/06 REV05/ISED PER COUNTY COMMENTS ML NIL • 1269 FU NII. • 1269_c-5.0 WK UX • 02/23/06 RAS !CALF • 1:1 Site Utility Plan Sheet 16 o11- f 23 -5. 0-1 REMOVE EXIST. CAP ON END OF WATER LINE EXIST. e' WATER LINE NEAR FOREST LAKE MKT. PROP. CORNER AT 29N R.O.W. WA 4 m 1+00 2+00 3+00 NOTE: WATER LINE SHALL BE CLASS 52 DUCTILE IRON PIPE NOTE: 3' MIN. COVER OVER ALL WATER LINES WATER LINE 3+00 Ley •�.� Jl3:J SCALE HORIZONTAL: 1"=50' VERTICAL: 1"=5' .+w -o a di_ _1O ______._ _. ___ ____._____-__. ___.___ .._..__. _ — Z 6'G i &FN I �1 GRADE idieS — to � PROPOSED GRADE Q_8 W HDPE +prppS555r Z SMMTARY 6 15' PIPE 13' E PIPE NER 940 LJ J o 41 Ox — ARY SEWER • _..-.___ - 2' DW ____ C A✓ Y La I NR •OX 4e 01 N 24' HDPE PIPE ..$"-I 09 J Ld PRIV TE LATERAL �l 6' WL In = T� � U ISTING GRADE 6 \\ • a' f Ir !00 I 5.210 - --_ _ MIN. -__ _ ' r GV 15'PIPE — INV. 341. 6' 4qy - WAMILI V E RPE JOINTS SHALL K EQUIP XSTANT FROM 1HE570RM X5 6 - TE 6' cv � sTDRM EVIFIZ Ll i 11 yyT� n LL I OS 4 m 1+00 2+00 3+00 NOTE: WATER LINE SHALL BE CLASS 52 DUCTILE IRON PIPE NOTE: 3' MIN. COVER OVER ALL WATER LINES WATER LINE 3+00 Ley •�.� Jl3:J SCALE HORIZONTAL: 1"=50' VERTICAL: 1"=5' .+w -o a di_ _1O ______._ _. ___ ____._____-__. ___.___ .._..__. _ — Z 5a5�iLi�iI ' I �1 GRADE idieS — to � n� Q_8 W HDPE +prppS555r Z SMMTARY 6 15' PIPE 13' E PIPE NER 940 LJ J o 41 Ox — ARY SEWER • _..-.___ - - ____ C A✓ Y La •OX 4e 01 N 24' HDPE PIPE ..$"-I 09 J Ld PRIV TE LATERAL �l In = T� � U • a' f !00 I 5.210 - --_ _ -__ _ CA• — GRADE 4qy - CORE I LL ------_-- CORE LL "uv O+UU 4+D0 3+00 2+DO NOTE: SEWER LINE SHALL BE SDR 35 PVC PIPE SANITARY SEWER LINE NOTE: 3' MIN. COVER OVER CENTER UNE OF ALL SANITARY SEWER AND WATERLINE PIPES IN GRASS AREAS. 4' UNDER PAVEMENT. ft O n8o pn'nr i�2S�S5p�h Q w H P4 O 04 P4 O U z LR% REREV�S PER I I ® RE � I ACM COMMENTS COUNTY COMMENTS o W07 a& - Q05/16/06 REVISED PER COUNTY COMMENTS mum • 1266 RIE NL • 12119-C-5.0 M IM •02/23/09 11 Fater & Sanitar Sewer Profiles Sheet 17 of 23 TRT a C-5.1 -o a n O Z 0 O M — to � W C 0 O Z L� g d LJ J o •. J O � a C A✓ Y La < 4e 01 N O ..$"-I 09 J Ld o �Q N �l In = � U REREV�S PER I I ® RE � I ACM COMMENTS COUNTY COMMENTS o W07 a& - Q05/16/06 REVISED PER COUNTY COMMENTS mum • 1266 RIE NL • 12119-C-5.0 M IM •02/23/09 11 Fater & Sanitar Sewer Profiles Sheet 17 of 23 TRT a C-5.1 FRAME Ni( COVER (SEE FIG. S-1-D.E) STREET SURFACE OR NON -PAVED AREA ~ J SLOPED AREA � ? 1'-0" MAX "WEOG-LOK" TYPE I 3000 PSI CONC. BASE RUBBER COATED STEEL BENCH SLOPED TO FLOW STEPS OR APPROVEDCHANN w EL 1/4" : 1' MIN EQUAL CAST IN PLACE 3'- MIN ^�• ,-Z + PRECAST REINFORCED\•\ \ CONCRETE SECTIONS "0" RING SEALS + 1 AX MINIMUM ELEVATION t - - - BRANCH DIFFERENCE ACROSS M.H. 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. 1 // DEPTH OF FLOW � CRETE VARIES 3%4ANNEL TO DIAMETER 1 F1LlET5 �. ,fff' 2. CONTRIBUTING SEWER. 12" - A FILLETED INVERT OR A SM00 • 4 L 7RANSI1ION OF FLOW BETWEEN ! NOTE: INLET a OUTLET PIPE SHALL BE FLEXIBLE CONNECTION ; PROVIDED.MIN. 6` BEDDING WITH STAINLESS STEEL - ALL CONNECTIONS TO NOTE ; W/ NO. 68 STONE BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE I. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION " BOOT " SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. INSTALLED 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED Nx GROUTED INSIDE AND OUT. TYPICAL MANHOLE PLAN TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN SHOWING BRANCH TIE-IN NTS NTS FIG. S -I -A FIG. S-1-0 TD -I SEWER SERVICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE ELEVATION Or AND NO TSH OP (CRO RNITE InEOR �� gEMA �, M SMALL (( ) -- -- - NOT CONTAIN ROCK MATERIAL TO1(CROWINNNE ELEVATION OF THE THE LOWEST PIPE CONNECTED 30 DIMENSION THAN 5"IN ANY 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEAL7ITE'. 24 N71AL BACKFILL• OR AN APPROVED EQUAL a"MN (6" LIFTS) EMBEDMENT- • THOROUGHLY COMPACTED 3.� FO GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4' �Q SPAM L�tNE BY HAND OR APPROVED OF PIPE �� MECHANICAL TAMPER 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM HAUNC NNG 2' MIN NO. 68 STONE DIAMETER OF 4'. - , REDOING 6' max pomp,5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 4• min Of 3 FEET.- REQUIRED�HALL SOIL � Mir..CONDITIONS ARE UNSTABLE SALT TREATED FINISHED GROUND 2 x 4 MARKER IPLUG END - MAIN UNE SECTION SERVICE LATERAL - IN LINE WYE -TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION MOTES: (1) UNPAVED AREAS (PREFERRED LOCATION} PLASTIC BROOKS 2200 SEIRES VAIN 6" EX7E1HSION OR APPROVED EQUAL (2) PAVED AREAS (ALTERNATE L.00MKIN} CAST IRON BINGHAM and TAYLOR Na 6015-9 OR APPROVED EOUAIK 6` OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REOUTAED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 ID -20 ASTM AM AND HDI NUT OWN AM (IIP) UNDISnNN EARN WOKllxsm 2 - 3/4' AIN W ) L (11T ILL-TMd "WATER MAN VALVE uNDIsnow EMOM= PLtl 4 f'a'i9 -CLOSS A-3 OONCREIE MN ND1E: 1. ALL RODS AND FASTRMS SH ML K Gw64 TWO COATS Of ASPHMI.AC PNM AFTER ASSPAILY, 2. CONIRAAIM $MALL DMK THAT 1NE COLLA SEMS AGAINST UNDIMPM 91DIL FOR THE MINIMUM DIMENSION SWOON 3. OIM11341110NS SHON N DEYOND TW 7REI04 WIDTH AHE ASSOWM MNNIIAM. IF THE Tt'&s WOIN Is LANCER DUINc CONSIRUCHHON. AHE COLLAR DNKOIONS SNa. NWREM ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES HIS I%. w -3C NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN DUSTING VOOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SMALL K SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" REDOING OF NO. 68 STONE SMALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6• BEDONG OF NO. 68 STONE' &COVESEE 000 nowsM. aNw es t � STA 1iI E SON. OR ROCK 1`10, E slow SMACK OR 1 SYovt PVC SLEEVE NON-PArm AREA CFEEI CU.YD. O SLOPED AREA COMPLETE NECESSARY WORK, eMrrelsyleN PtAs a asp N+•wo Sas *w s 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. / 1'-0• MAX Y -o• • • 'WED= LG(' TYPE vessel g011Tm SON APPROVED EQUAL 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED I T L -r ABOVE THE INITIAL BACKFILL. CAST �/ • /^ PRECAST REINFORCEID CONCRETE WITH 'C' O' RNs SEALS ALREADY SPECIFICALLY PAID BY OWNER, ALL CHARGES SHALL BE PAID IN A TIMELY MANNER SO AS TO 3 -THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. J Hsa w OR APPROM EDUAL M.J. FITTING2" IN THE TRENCH 3'-0• Mw -� PIPE SLOPED 45 22 1/2 200 1.50 TO DRAIN W 260 2.52 a A THE MOP CONNECTION SHAI1 SE DUCUI INION (CLAft 501 MOTES: (1) UNPAVED AREAS (PREFERRED LOCATION} PLASTIC BROOKS 2200 SEIRES VAIN 6" EX7E1HSION OR APPROVED EQUAL (2) PAVED AREAS (ALTERNATE L.00MKIN} CAST IRON BINGHAM and TAYLOR Na 6015-9 OR APPROVED EOUAIK 6` OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REOUTAED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 ID -20 ASTM AM AND HDI NUT OWN AM (IIP) UNDISnNN EARN WOKllxsm 2 - 3/4' AIN W ) L (11T ILL-TMd "WATER MAN VALVE uNDIsnow EMOM= PLtl 4 f'a'i9 -CLOSS A-3 OONCREIE MN ND1E: 1. ALL RODS AND FASTRMS SH ML K Gw64 TWO COATS Of ASPHMI.AC PNM AFTER ASSPAILY, 2. CONIRAAIM $MALL DMK THAT 1NE COLLA SEMS AGAINST UNDIMPM 91DIL FOR THE MINIMUM DIMENSION SWOON 3. OIM11341110NS SHON N DEYOND TW 7REI04 WIDTH AHE ASSOWM MNNIIAM. IF THE Tt'&s WOIN Is LANCER DUINc CONSIRUCHHON. AHE COLLAR DNKOIONS SNa. NWREM ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES HIS I%. w -3C NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN DUSTING VOOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SMALL K SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" REDOING OF NO. 68 STONE SMALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6• BEDONG OF NO. 68 STONE' &COVESEE 000 nowsM. aNw es t � STA 1iI E SON. OR ROCK 1`10, E slow SMACK OR HAW eMIrL SYovt PVC SLEEVE NON-PArm AREA CFEEI CU.YD. O SLOPED AREA COMPLETE NECESSARY WORK, eMrrelsyleN PtAs a asp N+•wo Sas *w s 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. / 1'-0• MAX Y -o• • • 'WED= LG(' TYPE vessel g011Tm SON APPROVED EQUAL 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED I T L -r ABOVE THE INITIAL BACKFILL. CAST �/ • /^ PRECAST REINFORCEID CONCRETE WITH 'C' O' RNs SEALS ALREADY SPECIFICALLY PAID BY OWNER, ALL CHARGES SHALL BE PAID IN A TIMELY MANNER SO AS TO 3 -THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. J Hsa w OR APPROM EDUAL M.J. FITTING2" IN THE TRENCH 3'-0• Mw -� PIPE SLOPED 45 22 1/2 200 1.50 TO DRAIN W 260 2.52 //� A THE MOP CONNECTION SHAI1 SE DUCUI INION (CLAft 501 VARIES 2" GALV. OR BRASS -- An "off-site" line is a line in a right-of-way, utility 11 1/4 -� 5' TE, 9ACTkFkU Jp INYRS ANS 0.10 PLUG M E C H A N I C A L _ i • MA COMPACTED BY HAND TAM10914 OR sTaM KITH snf-coMPAc>Ma 90 (TYPE "A") 3.16 TYPICAL BLOW -OFF ASSEMBLY IT IS INCLUDED HERE TO ALERT THE CONTRACTOR THAT THE OWNER HAS NTS CONTACTED THE UTILITY PURVEYORS TO ESTABLISH THE DEDICATION OF THE 8. no. w-6 2.66 G li•MN 2.77 0.26 ATION OSS �[TTEV BY THE UTILITY(IES) TO COMPLEMENT THEIR EASEMENTS REQUIREMENTS. DO commencement of work. NOT DEVIATE FROM THE ROUTE DESCRIBED HEREON WITHOUT THE EXPRESSED 221/2 1.66 2t6 pt ACf� MSH. FROM 3.16 2.91 2.66 0.32 mechanical plan for convenience only. 11 1/4 1 1.66 216 1 2.67 OUTLET SHALL K 0.10 FKT repairs, charges, etc. Contractor shall pay all fees. POTABLE WATER LINES 20' YES AS SHOWN S U B M I T T A L S 904.83 Prior to order, submit manufacturer's literature on line, Valve, 3 83 1. % A FILLESM INVERT FOR A SMOOTH S A NI T A R Y S E W E R S Y S T E M SITE/MECHANICAL CD193 REV 6-22-95 Site sewer shad have minimum slope per foot of .004 feet on 8" and larger lines and .0065 feet on 6" lines and 1/8" on 4" and _ _ _ 10" a 12" C/.• TRANSITION OF FLOW KTYNKI 13.835 .56 2.95 I 0.43 12 _ _ ..A A MAOI&OA1T PPE SHALL K 0.52 T 111 233 2.56 2.66 0.24 Top elevations were indicated on mechanical site plan are 3/4 DA OF LMOnr opprox"lmote. Contractor shod coordinate to ensure flush top. --48`-___ --------------------------------------------------------- ---- --W-- WATER MAIN CLASS 52 SAND OR EARTH On force mains provide thrust blocks of 3000 PSI concrete at all ells, tees, crosses, and other changes in direction of line. See PIPE N MANHOLE thrust block detail. IRON4B_ 284 MN. a• BOOM WATH NO. 60 STONE WATER MAIN S Y S T E M --DW-- DOMESTIC 8 X11 ,. KDDND TINCgiSs REN1lII1ptN7S SHOWN ARE MINIMUM ARID !HALL K AIWA C500 gate valves 175 PSI working pressure. LESS THAN PVC 2 SAND OR EARTH Cement lined ductile iron pipe sholl comply with ANSI/AWWA VECIFICALLY DEN%&= BY THE CONSULTANT FOR THE SOL CONDITIONS C151/A21.51 and ANSI/AIWA C104/A21.4 for cement lining. SCH 40 STONE 2. TIHE CONSULTANT MALL KIL% K YINEDKR MNIIOLES SHALL HAVE Cement lined mechanical joint ductile iron fittings shall comply 2' D 1 A. PVC SAND OR EARTH' with ANSI/AWWA C110/A21.10. EXT3 Provide thrust blocks of 3000 PSI concrete at all ells, and other PR250 STONE changes in direction of water line. See thrust black detail. ALL. uFT HOLM INO.M. OVTLETS TO K SEAIID a GROUTED FIRE LINES AND HYDRANTS ______________________________________________________________________ INSIDE AND OUT. --DG-- DOMESTIC GAS PROV I DED AND INSTALLED BY GAS UTILITY COMPANY current edition of National Fire Protection Association volumes 4. SP6R7AL CONS=M710N SHALL K GIVEN FOR ENTRANCE 13 and 24. ____===_-ccccoa_ a===c=cc==v=acccaavvaaaac======acv=vxa=saa=ccvvv===== DESIGN ON SENIORS 1NR1 311DJJ SLOPES. SEE SITE MECHAN I CAL NOTES FOR ADDITIONAL REQUIREMENTS System shall also comply with applicable published standards of TYPICAL MANHOLE WITH DROP CONNECTION fire morsholl's office of project location. NTS Fitting shall be cement lined mechanical joint ductile iron FIG. 9-1-C Gote valves shall be U.L. Listed, 175 PSI min. \ WATER PLACE 5' GALV. , WITNESS " POST PANTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID BINGHAM h TAYLOR FIG. NO. 4905 (=CREW TYPE) OR APPROVED EQUAL / Wee" 60 04216 � U U I0 1' (254") DIA MILES DN C7 2 34wrJ DIA MOLT32C r�) - I t/a• Eibrd 7• I17enn3 1 "' 1/2• sp Esenn] I66IIrn3 /4' CMn> DEA 3 1/e' NmPRC1E G11MET vonn) sn• (Ifim3 as, SMA aJL a Hi1111 ASK35mCTOaRoovE BReIs11DN r (aver) LETTERS OICCESSED FLUSH) 1 yr nsJM3 lir k29wd IRA sass 4C WK 77 NR - M.J. GATE VALVE 3r M. 71T- •-� --------- 'E; w, T� � �rNNUY uxLaa Af�Atr ,•w LINE RIMA= 1 1• e TYPICAL SEWER PIPE \`I L ._-� NOTES; 2500 P.S.I.1. PROVIDE A 6" THICK GRAVER. BED BENEATH THE METER VAULT. INSTALLATION IN TRENCH CONCRETE ' 1 4 2'x 2' BEARING AREA, 2. MINIMUM well TFNCKNEss FOR PRECAST OR POUR -N -PLACE VAULTS SMALL BE 4". THRUST BLOCK �' d MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL K 8" NTS 3. ME OUTSIDE D WITH OF THE VAULT KLOW GRADE SMALL K COAII AN APPROVED wA70 PROOFING COMPOUND. FIG. S-3 u -7 J TYPICAL METER VAULT (1 1/2" METER) NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. FIGNw 7B TO -22 TYPICAL GATE VALVE NTS FIG. W-5 >s Ne"aisAs JMnr1R 1'M1 Hirt aaHel �: sIDBL�s®aFt 1) .M.M= eaL = UM ON Are PM =93MMMIr..r) Ma 0116 a� � s•MK NOTE HYDRANT MUST K KIDINEDI, OM/HreeM " 3/+• WAS HK OWAMI. YGUARDIAN ((AHA 423) VOLLE TEOUPPD .4DS"IN Wow Is ES- VWIE 1HRFJIDS TROCH IS on 00 auk GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 0 all APPROVID EQUAL THE LOCAL STANDARD LENGTH OF BRANCH VARES 4, MO 2' To 10' - Jill UN a AlrA09 !rE FAINLY 7 CU. FT. a• ALVE BO NI w�ONI& SO=W. r INITIAL BACKFILL RAS 6" BEDDING ON STONE•' s ( 6• GATE 36"MIN l VALVE • STABLE SON- ROCK -I'' a` • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL TE STONES M INSURE THE PIPE DOESN'T REST ON ROI( AND 2300 P.S.I. CONCRETE THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF KK AM QST �N �• +• oHMeMe.es . 3p rNz WE eMIAVw #68 STONE. BLOCK AGAINST a A/H01= N.W. UNOWTUFKO STABLE STRIP. PRL[ FOUNDATION IN PJ04a SOIL UNDER -CUT CONDITION 3/4' TMREAom Roos TO w4N THE SOL IS DISTUMM OR WHEN MAN N ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FN.L ANCHOR RODS SHALL K GALVANI2lD �AHsie�w .E1AeHs HtME MayINE VALVE TO THE HYDRANT WHIN 2-3 4' OR ASPHALT >.� •„„d COALED Itl s AM�i'Rw THaIEADEO Raps IN ADDITION TO FOUR1Na CONCKIL IF NECESSARY, A STEEL PILE 4 INITIAL BACKFILLSMALL K USED AS ADDIVONAL SUPPORT UNSTABLE s• SOIL\ wIN 08 STONE CANT ON NA STONE 1*0 NO,H � 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. APPINVAID 1111M TYPICAL SERVICE LATERAL INSTALLATION DUCTILE IRON WATER LlEff.,W. PIPE INSTALLATION & BEDDING NTS r as FIG. W-2 M-13 Top View -7 USE Nba APS • AIN ALL 6" MINIMUM 4' MINIMUM NTS FIG. W-6 TD -19 ANCHOR BOLT ON CENTER UNE or am. FOR KNDS 10' TORO" 1r USE 2 STRAPS ON VENDS ADJACENT TD BELLS. - FOR 18' BOO USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WIN 2 COATS OF BITUMINOUS PANT. e 01, ME 3" 3. 1HREA0 =1 - 1 NN L DIAMETER EXTRAVO } CaHI6c.UeNof t60 sIRUM $TUL PPE ---'i ..N•..HMN ,�„y e , a 1 a CONCRETE CIA= 'B, Galvanized St" Boom, P RLAREM WI2 x 14 (min. size) •cn.i NOgc ON Wp C) BG]E ��LWIV f? CE al OF B %AMONG 3*pilmMor os�opproved by thesturbed ACSA. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS tl • t 4" MINIMUM qv Sid* View • 45' N.T.S. TYPICAL THRUST BLOCK IN FILL AREA FlG. W -3A NTS �t6 FIG. w3 -e 7D-16 I. SURROUND V2g HOLES VAIN GRAVEL AND KEEP FAME OF CONCRETE 2. MAINTAIN A 3' MN. COVER FROM THE MANN TO THE FIRE HYDRANT ( NNCLLUD,N6 D11CH[S ) 3. FNNlHED GLADE =MALL SLOPE AWAY FROM THE MM HYDRANT AND VAL% BOX. 4. THE GATE VALVE IS ALLON® IN SHOULDER OR BOW THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIVE HYDRANTS SHALL K INSTALLED AT LOCATIONS WHERE WEEP HOtl9 AN ABOVE THE PREVAILING GROUNDWAIER ELEVATION. W MMUMm TO K N HET MEAS, THE WEEP HOLES SHALL K PWOOID AND 711E HYDRANT 9IAU K PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 pet 1a, 2006 M-17 JUNC74N a0XES. I*MSFCftV PADS. PEDESTALS, ETC. SHALL NAT K LOCATED WITHIN THE R104T OF WAV. �I WATERSEWER LOCATION K OTIiII UTILITIES (GAS. ELECTRIC, TELEPHONE, CAKE, ETC.) EASEMENT WIDTHS, WATER OR SEVER ONLY - a0' M94M N WATER E SEWER 30' NtOftm • SEE PART 3, PARAGRAPH DJ SEPARATION OF WATER 6 SEVER LUES. UTILITIES CROSSING A WATER OR SEWER EAK14ENT SHOULD K AT SI• TD TH[ OOM HT or WAY. UTILITY LOCATIONS do EASEMENT WIDTHS NTS FIs. W-1 W-!2 6" T tlI►l ;a6>E71itE +iii: i A SIDE VIEW B :K! NMKS L751 SINC111111 LLD I E r= T�<nakKiR a C TOP VIEv 3• DIAM M FLAT ACII Iffidem LIFT HANDLE A/ IW1H ACCESS -_ Herren TYPICAL METER VAULT SIZE BRANCH AND VALVE THE SAME AS WATER MAIN--, - N.T.S. FIG. W -7A TD -2L VARIES WATER -ROD VALVE To TEE ON-LINE (TYPE "B") VARIES PLUG 000 nowsM. aNw es t � STA 1iI E SON. OR ROCK VOL. HAW eMIrL SYovt PVC SLEEVE MM= � CFEEI CU.YD. O �� : COMPLETE NECESSARY WORK, eMrrelsyleN PtAs a asp N+•wo Sas *w s 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. / = MHeeK MIAMI. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED I T L -r ABOVE THE INITIAL BACKFILL. VALVE ALREADY SPECIFICALLY PAID BY OWNER, ALL CHARGES SHALL BE PAID IN A TIMELY MANNER SO AS TO 3 -THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. J Hsa w 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED M.J. FITTING2" IN THE TRENCH 1*0 NO,H � 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. APPINVAID 1111M TYPICAL SERVICE LATERAL INSTALLATION DUCTILE IRON WATER LlEff.,W. PIPE INSTALLATION & BEDDING NTS r as FIG. W-2 M-13 Top View -7 USE Nba APS • AIN ALL 6" MINIMUM 4' MINIMUM NTS FIG. W-6 TD -19 ANCHOR BOLT ON CENTER UNE or am. FOR KNDS 10' TORO" 1r USE 2 STRAPS ON VENDS ADJACENT TD BELLS. - FOR 18' BOO USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WIN 2 COATS OF BITUMINOUS PANT. e 01, ME 3" 3. 1HREA0 =1 - 1 NN L DIAMETER EXTRAVO } CaHI6c.UeNof t60 sIRUM $TUL PPE ---'i ..N•..HMN ,�„y e , a 1 a CONCRETE CIA= 'B, Galvanized St" Boom, P RLAREM WI2 x 14 (min. size) •cn.i NOgc ON Wp C) BG]E ��LWIV f? CE al OF B %AMONG 3*pilmMor os�opproved by thesturbed ACSA. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS tl • t 4" MINIMUM qv Sid* View • 45' N.T.S. TYPICAL THRUST BLOCK IN FILL AREA FlG. W -3A NTS �t6 FIG. w3 -e 7D-16 I. SURROUND V2g HOLES VAIN GRAVEL AND KEEP FAME OF CONCRETE 2. MAINTAIN A 3' MN. COVER FROM THE MANN TO THE FIRE HYDRANT ( NNCLLUD,N6 D11CH[S ) 3. FNNlHED GLADE =MALL SLOPE AWAY FROM THE MM HYDRANT AND VAL% BOX. 4. THE GATE VALVE IS ALLON® IN SHOULDER OR BOW THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIVE HYDRANTS SHALL K INSTALLED AT LOCATIONS WHERE WEEP HOtl9 AN ABOVE THE PREVAILING GROUNDWAIER ELEVATION. W MMUMm TO K N HET MEAS, THE WEEP HOLES SHALL K PWOOID AND 711E HYDRANT 9IAU K PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 pet 1a, 2006 M-17 JUNC74N a0XES. I*MSFCftV PADS. PEDESTALS, ETC. SHALL NAT K LOCATED WITHIN THE R104T OF WAV. �I WATERSEWER LOCATION K OTIiII UTILITIES (GAS. ELECTRIC, TELEPHONE, CAKE, ETC.) EASEMENT WIDTHS, WATER OR SEVER ONLY - a0' M94M N WATER E SEWER 30' NtOftm • SEE PART 3, PARAGRAPH DJ SEPARATION OF WATER 6 SEVER LUES. UTILITIES CROSSING A WATER OR SEWER EAK14ENT SHOULD K AT SI• TD TH[ OOM HT or WAY. UTILITY LOCATIONS do EASEMENT WIDTHS NTS FIs. W-1 W-!2 6" T tlI►l ;a6>E71itE +iii: i A SIDE VIEW B :K! NMKS L751 SINC111111 LLD I E r= T�<nakKiR a C TOP VIEv 3• DIAM M FLAT ACII Iffidem LIFT HANDLE A/ IW1H ACCESS -_ Herren TYPICAL METER VAULT SIZE BRANCH AND VALVE THE SAME AS WATER MAIN--, - N.T.S. FIG. W -7A TD -2L VARIES WATER -ROD VALVE To TEE ON-LINE (TYPE "B") VARIES PLUG SECTION 1-1 ice,•. PLUG �1 F TEE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. VG AS "RED SECTION 2 - PIPE DEGREE THREADED COUPLNG VOL. TEE AND PLUGS PVC NIPPLE AND CAP PVC SLEEVE OF CFEEI CU.YD. O BRASS NIPPLE AND CAP COMPLETE NECESSARY WORK, I LUBRICATE ALL THREADS THRUST BLOCK I'D I H I T L -r METER BOX (SEE FIG. W-7) VALVE ALREADY SPECIFICALLY PAID BY OWNER, ALL CHARGES SHALL BE PAID IN A TIMELY MANNER SO AS TO 90 2.50 2.50 NO. 57 STONE M.J. FITTING2" _ WATER 1' WM FEE TBD 4 TBD CONTR verified and coordinated with other trades. Extras will not be PIPE SLOPED 45 22 1/2 200 1.50 TO DRAIN W 260 2.52 0.15 0.10 GRADE ALLOWS • �' VARVES VARIES 2" GALV. OR BRASS -- An "off-site" line is a line in a right-of-way, utility 11 1/4 PIPE 2.00 2THREADED TAP 0.10 PLUG M E C H A N I C A L DEAD END from 5' of proposed buildings and inside refer to budding 90 (TYPE "A") 3.16 TYPICAL BLOW -OFF ASSEMBLY IT IS INCLUDED HERE TO ALERT THE CONTRACTOR THAT THE OWNER HAS NTS CONTACTED THE UTILITY PURVEYORS TO ESTABLISH THE DEDICATION OF THE 8. no. w-6 2.66 SECTION 1-1 ice,•. PLUG �1 F TEE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. VG AS "RED SECTION 2 - PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF CFEEI CU.YD. ALERT THE CONTRACTOR THAT THE UTILITY PURVEYOR WILL REQUIRE PAYMENT OF THESE CHARGES TO CU.YD. COMPLETE NECESSARY WORK, BEND . IN810R'X G O VIE R N M EN T A U T H O R I T I E S L I H I T L -r N T ALREADY SPECIFICALLY PAID BY OWNER, ALL CHARGES SHALL BE PAID IN A TIMELY MANNER SO AS TO 90 2.50 2.50 3.010.24 UTIL DESCRIPTION UNIT COST M UNITS TOTAL COST PAID BY COMMENT ===sssssss=ai dimensions shown ore o ocation diiand must be field Pas:ssss=aa=cccvvvvs:sssssvvasasss:saa===c==v===aassysasss:::::sea=c===v=======vvaapproximate only WATER 1' WM FEE TBD 4 TBD CONTR verified and coordinated with other trades. Extras will not be 4" a 6" 45 22 1/2 200 1.50 225 2.00 260 2.52 0.15 0.10 200 1 2.25 2.50 0.15 -- An "off-site" line is a line in a right-of-way, utility 11 1/4 1.50 2.00 2.50 0.10 -- An "on-site" line is o line within project boundary lines and not within a utility easement or right-of-way. For lines M E C H A N I C A L UTILITY EASEMENT SCHEDULE from 5' of proposed buildings and inside refer to budding 90 3.66 3.16 3.21 0.48 Any line that is designated on the plan to be maintained by a IT IS INCLUDED HERE TO ALERT THE CONTRACTOR THAT THE OWNER HAS utility authority shill be of materials and installation as CONTACTED THE UTILITY PURVEYORS TO ESTABLISH THE DEDICATION OF THE 8. 45 2.66 2.66 2.77 0.26 of location, Contact utility company for on-site wines prior size, depth, etc of all underground utilities prior to BY THE UTILITY(IES) TO COMPLEMENT THEIR EASEMENTS REQUIREMENTS. DO commencement of work. NOT DEVIATE FROM THE ROUTE DESCRIBED HEREON WITHOUT THE EXPRESSED 221/2 1.66 2t6 2.69 0.13 3.16 2.91 2.66 0.32 mechanical plan for convenience only. 11 1/4 1 1.66 216 1 2.67 1 0.13 repairs, charges, etc. Contractor shall pay all fees. POTABLE WATER LINES 20' YES AS SHOWN S U B M I T T A L S 904.83 Prior to order, submit manufacturer's literature on line, Valve, 3 83 3.42 0.63 S A NI T A R Y S E W E R S Y S T E M SITE/MECHANICAL CD193 REV 6-22-95 Site sewer shad have minimum slope per foot of .004 feet on 8" and larger lines and .0065 feet on 6" lines and 1/8" on 4" and _ _ _ 10" a 12" 45 3.33 13.835 .56 2.95 I 0.43 3.83 4.00 2.83 0.52 22 1/2 233 2.56 2.66 0.24 Top elevations were indicated on mechanical site plan are SDR 35 STONE opprox"lmote. Contractor shod coordinate to ensure flush top. --48`-___ --------------------------------------------------------- ---- --W-- WATER MAIN CLASS 52 SAND OR EARTH On force mains provide thrust blocks of 3000 PSI concrete at all ells, tees, crosses, and other changes in direction of line. See 11 1 thrust block detail. IRON4B_ 284 0.18 WATER MAIN S Y S T E M --DW-- DOMESTIC AWWA 0508 check valves 150 PSI working pressure. WATER THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. USE 25M P.S.I. CONCRETE. NO CONCRETE SHALL K POURED ON ANY PART OF THE JOINT. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY INE TYPE A SIZE OF ALL THRUST SLOCkS. CONCRETE THRUST BLOCKS FICINTS W-3 SITE/MECHANICAL CD 138 REV 6/30/99 """"- :sasaaaaas wssssaa: ssassssa ssassaaa wwssa ssss ovvvaasssssssa==avvaa::::sv=xsssssaaaav===v=vvvamssavvv=:ss:s:sea====a===::aa:ac=c===_==vv=xa= SITE M E C H A NIC A L N 0 T E S SI T E M E C H A N I C A L ::aaaaaaaasawaaa.tea:::::a------------WMW---- U T I L I T Y F E E S C H E D U L E G E N E R A L _=as:s:sssav==v=Paas::=assa==ss=s=avcvvv=vv=v=as:s:sva:::=sssss:======cvaasssss==cv=vvvvvvvvv The requirements listed below are intended to serve as on outline THE FOLLOWING INFORMATION WAS GIVEN BY THE LOCAL UTILITY PURVEYOR. IT IS INCLUDED HERE TO of general requirements. Additional requirements are set forth ALERT THE CONTRACTOR THAT THE UTILITY PURVEYOR WILL REQUIRE PAYMENT OF THESE CHARGES TO in the project manual. Contractor is cautioned to consider all requirements of the project manual during the bidding process. COMPLETE NECESSARY WORK, s . IN810R'X G O VIE R N M EN T A U T H O R I T I E S THE CONTRACTOR SHALL CONTACT THE UTILITY PURVEYOR TO VERIFY AND BEAR ALL COSTS WHICH WILL Contractor shall obtain all necessary permits and pay all BE CHARGED BY THE UTILITY THROUGH THE COMPLETION OF THE PROJECT TO ITS CERTIFICATE OF required iand service top fees, access fees, andOCCUPANCY, THIS SHALL INCLUDE COSTS DESCRIBED BY THE PURVEYOR AS 'BY OWNER' UNLESS �Patfeestollotion s' ALREADY SPECIFICALLY PAID BY OWNER, ALL CHARGES SHALL BE PAID IN A TIMELY MANNER SO AS TO Before beginning installation, Contractor shall Verify with local AVOID DELAYS. utility purveyor that utility systems as indicated on the aassaaaaaaaa===v-aaacccv==saa=cccaaaaaaaa==c=avPas===xssssaaacc==_vv==aaaxaavav=====nvx==a�pnStruCtiOn documents ore approved by the utility. UTIL DESCRIPTION UNIT COST M UNITS TOTAL COST PAID BY COMMENT ===sssssss=ai dimensions shown ore o ocation diiand must be field Pas:ssss=aa=cccvvvvs:sssssvvasasss:saa===c==v===aassysasss:::::sea=c===v=======vvaapproximate only WATER 1' WM FEE TBD 4 TBD CONTR verified and coordinated with other trades. Extras will not be allowed due to lack of coordination. WATER As -built plans must be maintained throughout project and -_2__WM-FEE-------------TBD---_____--3___---_TBD--CONTR -----___ --------- ----------------------furnished to Owner's Representative after completion of work. GAS GAS METER FEE TBD 4 TBD -- GM PROVIDE 6 Consult project specifications manual for additional INSTALL BY UTIL requirements. ccccccv=_===_===::sccccccas:saccccvc=v=v=vvvvvssa:aka-==ansa=====_-====-aaaa=c===visas==s=ac==" " Certain references may be mode to on-site" or off-site lines. TBD - TO BE DETERMINED BY THE CONTRACTOR -- An "off-site" line is a line in a right-of-way, utility easement, or other location under control of a governing SITE/MECHANICAL CD180 REV 6/30/99 authority. xa=======asssssxa=v:cs::sa:v:c.v:=====:sssssszc:ss:sea:x====assess=a=�::ssss -- An "on-site" line is o line within project boundary lines and not within a utility easement or right-of-way. For lines M E C H A N I C A L UTILITY EASEMENT SCHEDULE from 5' of proposed buildings and inside refer to budding plans and specs. s::sHsa:====v=assss:ssss:sssssssoa:o..=.a===s:==asassssa:-====casssscacxsss THE FOLLOWING INFORMATION WAS GIVEN BY THE LOCAL U11UTY PURVEYORS. Any line that is designated on the plan to be maintained by a IT IS INCLUDED HERE TO ALERT THE CONTRACTOR THAT THE OWNER HAS utility authority shill be of materials and installation as CONTACTED THE UTILITY PURVEYORS TO ESTABLISH THE DEDICATION OF THE directed by that authority even if such a fate is "on-site". FINISHED UTILITY SYSTEMS THAT WILL REQUIRE EASEMENTS FOR MAINTENANCE AND FUTURE SERVICE MODIFICATIONS. AS SUCH THE LAYOUT E X I S T I N G U T 1 L I T 1 E s OF THESE SYSTEMS HAVE GENERALLY AND/OR SPECIFICALLY BEEN APPROVED / of location, Contact utility company for on-site wines prior size, depth, etc of all underground utilities prior to BY THE UTILITY(IES) TO COMPLEMENT THEIR EASEMENTS REQUIREMENTS. DO commencement of work. NOT DEVIATE FROM THE ROUTE DESCRIBED HEREON WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE UTILITY AND ARCHITECT. Tops into public utilities shall be performed in accordance with --------------------- - - utility company requirements. UTILITY SERVICE EASEMENT CAN BE COMMENT Refer to existing topo and utility survey for information of WIDTH SHARED existing utilities. Existing utilities reproduced on site ----- - - --------------------------- - - - --- --- - -. mechanical plan for convenience only. SANITARY SEWER LINES 20' YES AS SHOWN Relocation of existing utilities (if any) shall be coordinated by the Contractor with all governing authorities as to timing, repairs, charges, etc. Contractor shall pay all fees. POTABLE WATER LINES 20' YES AS SHOWN S U B M I T T A L S GAS LINES 10' NO AS SHOWN Prior to order, submit manufacturer's literature on line, Valve, and fittings for Owner's Representative approval. ma=o��ssaess s:sea:eeazss=��ssssssssssssm:Pea=ss: sssae=asssMsss:a=aeassssss S A NI T A R Y S E W E R S Y S T E M SITE/MECHANICAL CD193 REV 6-22-95 Site sewer shad have minimum slope per foot of .004 feet on 8" and larger lines and .0065 feet on 6" lines and 1/8" on 4" and _ _ _ smaller lines unless noted otherwise. 0 N - S I-T_E MEC H A N I CAL MATER I A L S C H E D U L E For clarity of the drawings, sewer lines connecting building to sewer main are often not specifically shown on the plan. Refer to house connection detoll for connections of sewer mains with PIPE BEDDING BACKFILL MIN house loterals. MARK MATERIAL MATERIAL MATERIAL CVR COMMENT Provide top elevation of manholes as required to be flush with --S-- SEWER PVC SAND OR EARTH finish grade. See grading plan for finish elevation of grade. ASTM D3034 GRADED Top elevations were indicated on mechanical site plan are SDR 35 STONE opprox"lmote. Contractor shod coordinate to ensure flush top. --48`-___ --------------------------------------------------------- ---- --W-- WATER MAIN CLASS 52 SAND OR EARTH On force mains provide thrust blocks of 3000 PSI concrete at all ells, tees, crosses, and other changes in direction of line. See DUCTILE GRADED thrust block detail. IRON4B_ ___________________--------________________________----____-___ WATER MAIN S Y S T E M --DW-- DOMESTIC AWWA 0508 check valves 150 PSI working pressure. WATER AIWA C500 gate valves 175 PSI working pressure. LESS THAN PVC 2 SAND OR EARTH Cement lined ductile iron pipe sholl comply with ANSI/AWWA 2' DIA. ASTM 2241 GRADED 42' C151/A21.51 and ANSI/AIWA C104/A21.4 for cement lining. SCH 40 STONE Cement lined mechanical joint ductile iron fittings shall comply 2' D 1 A. PVC SAND OR EARTH' with ANSI/AWWA C110/A21.10. SDR 18 GRADED 42' Provide thrust blocks of 3000 PSI concrete at all ells, and other PR250 STONE changes in direction of water line. See thrust black detail. ------ --------------------------------------------------------------- --G-- GAS MAIN PROVIDED AND INSTALLED BY GAS UTILITY COMPANY FIRE LINES AND HYDRANTS ______________________________________________________________________ AN sprinkler moterials and installations shall comply with --DG-- DOMESTIC GAS PROV I DED AND INSTALLED BY GAS UTILITY COMPANY current edition of National Fire Protection Association volumes 13 and 24. ____===_-ccccoa_ a===c=cc==v=acccaavvaaaac======acv=vxa=saa=ccvvv===== SEE SITE MECHAN I CAL NOTES FOR ADDITIONAL REQUIREMENTS System shall also comply with applicable published standards of Factory Mutual System and Insurance Services office/stote-local fire morsholl's office of project location. Fitting shall be cement lined mechanical joint ductile iron fittings complying to ANSI/AWWA C110/A21,10. Gote valves shall be U.L. Listed, 175 PSI min. Provide indicator valve d( posts where required by NFPA code (in valve pits if necessary). Post indicator valve if tolled for on drawings shall be manufacturer and model as required by local foe department. All fire hydrants must be traffic type approved by local utility authority and local fire department with 3-woy outlets and 5-1/4" valve opening. Refer to hydrant detail. Provide bobards as required for protection of fire hydrants, post indicator valves, or other such devices where such devices are not protected by concrete curbs or other barriers. See details on drawings. See building drawings for riser details. DOMESTIC WATER SYSTEM All local shops shall have individual water meters whether shown specifically or noted as typical. Domestic water line occurs from point of "take -off" on water line up to water meter, refer to water meter detail. Domestic water lines shall use fittings of some material as line unless otherwise required by code outhorities. Line material shall be per site mechanical moterids schedule. L I N E CL E A R A N C E S Horizontal distance of 10 feet shill be maintained between water and sewer mains. A minimum separation of 18" Vert and horiz shall be maintained between all pipes. If a vertical distance between water main and sewer is less than 18" when water main crosses over sewer or anytime a water main crosses under sewer, the sewer main must be ductile iron pipe for a distance of 20 feet centered on the crossing. No joint shall be within 9 feet of the crossing. E X C A V A T 1 0 N A N D B A C K F I L L Earth backfill where specified shad be of some material and compaction as approved material generally used for structural fill elsewhere on this site (see excavation notes C-3). Pipe bedding shall be as scheduled. Stone bedding or bockftl where required shall be 3/4" to 1-1/2" diameter compacted to 93X modified proctor. Sand shill be clean and without deleterious material. Refer to trench detail on drawings for limits of bed and backfill. Testing of trench bedding compaction shall not be required unless noted otherwise. Testing of trench backfill compaction sholl be 1 field density test per 100 LF of backfill. T E S T I N G A N 0 S A N I T I Z A T I O N All site mechanical lines must be tested and approved by local inspectors or utility authorities as applicable prior to covering of such lines. Copies of utility approval must be submitted to Owner's Representative before payment for work con be authorized. Any line that is to be maintained by the utility authority shall also be tested in accordance with the requirements and under the supervision of the utility authority. The foNowing tests sholl be performed on the site mechanical systems in the presence of the Owner's Representative and in accordance with the methods which are set forth in the project specifications manual: -- Water and fire piping - hydrostatic (200 PSI) and sterilization -- Sanitary sewer force main - hydrostatic (125 PSI) -- Gravity sanitary sewer main - a.) Mirror/lamp test Nh air pressure test, and b.) Mandrel test 30 days ofter backfilling sanitize fire and water lines before placing any such line in service. Sanitize with a chlorine solution of at least 50 PPM in the water for a period of 24 hours or as directed to meet the requirements of local and state health departments. Duration of each waterline pressure test shall be not less than 2 hours. D 07/24/07 06/27/07 REVISIONS PER 2ND REVISIONS PER ACSA COMMENTS I ACSA COMMENTS J. FEROWICH No. 032OW ION Q O Z CL O - O Ue 0 ¢ _ t w LU O W Z cd Jo•� J � W < > a de � w 0 v �. W p 0)~O b MNJ 0 Q V) _ U REFERENCED DRAWINGS 01 1269-ex(st.dwg 02 1269-bass.dwg 03 04 ®08/18/06 REVISED SHEET NUMBER A 05/18/06 REVISED SHEET NUMBER RIM N0. a 1269 FILE N& • 1269-C-5.2 1lIYE DIME • 02/23/06 ROT ]GLM • 1:1 Utility Detail Sheet Sheet 18 of 23 SFT 0 ti B R4SI,��i'd Ns us NM 40 UP W �'9�OF1 La s . IN810R'X : s Qt�a7 Ns J. FEROWICH No. 032OW ION Q O Z CL O - O Ue 0 ¢ _ t w LU O W Z cd Jo•� J � W < > a de � w 0 v �. W p 0)~O b MNJ 0 Q V) _ U REFERENCED DRAWINGS 01 1269-ex(st.dwg 02 1269-bass.dwg 03 04 ®08/18/06 REVISED SHEET NUMBER A 05/18/06 REVISED SHEET NUMBER RIM N0. a 1269 FILE N& • 1269-C-5.2 1lIYE DIME • 02/23/06 ROT ]GLM • 1:1 Utility Detail Sheet Sheet 18 of 23 SFT 0 ti B MENEM . p ill ��Y..�.�y _.,: i F� v:V."' rxt,MIi lri `MATI E z .1"MW1: \05 projects\05056\OLD srm DWG\05056_C-6.0.dwg, C-6.0, 8/6/200712:09:19 PM w 1 1 W M DATE r ffAVI I WO - all, a � film W O � p wit wi V•itlu « MEMO- a,, 0 \05 projects\05056\OLD srm DWG\05056_C-6.0.dwg, C-6.0, 8/6/200712:09:19 PM w 1 1 W M DATE r ffAVI I WO - all, a � film W O � p wit \05 projects\05056\OLD srm DWG\05056_C-6.0.dwg, C-6.0, 8/6/200712:09:19 PM SNLTFI 0� tN1 o��le7 REFERENCED DRAWINGS Oil1> 02 1�M_b.iw8 03 04 mum w 1 1 W M DATE • 06/01/06 - all, a � film W O � p wit wi V•itlu « . O SNLTFI 0� tN1 o��le7 REFERENCED DRAWINGS Oil1> 02 1�M_b.iw8 03 04 mum w 1 1 W M DATE • 06/01/06 ... all, a � film W wi . SNLTFI 0� tN1 o��le7 REFERENCED DRAWINGS Oil1> 02 1�M_b.iw8 03 04 mum • 05056 RE a • 05056_C-6.0 M DATE • 06/01/06 NAR sw • 1:1 Walgreen's Site Plan Lighting Sheet 19 of 23 I �A 'QO Oil PR TE PROFF� 649 SI E �,Z. - - 7 RD o� Al rn ALBEA4ARLE COUNTY, VIRGINIA VICINITY MAP NOT TO SCALE / S25 09 5 �/ Re created by LftePro 20 on 8/2/2007 8OK16 PM �■ � ■ �► Ylyi� NA YSY -LUMENS / LAT F QTY M [:w5 prq*U% 505610LD SITE DWG105056_C-6.1.dwp, 8/8/2007 11:17:01 AM, PDF995 S48'38'10"W - 182.49' - 000 000 002 001 010 001 002 001 001 001 005 002 001 001 A- 4- --+ - i---- --- --+S4 '38' 10 -i-- -+ - +--- --�- --+ - +- 0,02 0,02 0 4 0.10 0.40 1,95 0.37 0.10 0'7'73 0,10 0,22 102 0,47 0.15 0,05 4. 1 1 ML 1 1 1 1 1 Am i i 1 0.05 Ol 1 0.06 0, 8 r NA YSY -LUMENS / LAT F QTY -1 aZ Cooper IRN1 151-00 U 2 ...� (2) 'Z -HS' CS7164-HS (2) MVR175 12800 FLUSH 1,00 - W oom ingle •' W (d •� 151 -Of CL 5 -� (1) Z -HS' CS7164-HS (1) MVR175 12800 FLUSH 1,00 Z-WM P Cooprr a l opted �o b none "trn N 3 ' (1) HS' CS7164-HS (1) MVR175 12800 none 1.00 M [:w5 prq*U% 505610LD SITE DWG105056_C-6.1.dwp, 8/8/2007 11:17:01 AM, PDF995 S48'38'10"W - 182.49' - 000 000 002 001 010 001 002 001 001 001 005 002 001 001 A- 4- --+ - i---- --- --+S4 '38' 10 -i-- -+ - +--- --�- --+ - +- 0,02 0,02 0 4 0.10 0.40 1,95 0.37 0.10 0'7'73 0,10 0,22 102 0,47 0.15 0,05 4. 1 1 ML 1 1 1 1 1 Am i i 1 0.05 Ol 1 0.06 0, 8 r �a 11 i ;0,, r aZ 0.05 08 0.83 2,82 2.93 2.15 0.82 0146J165 1.73 3,18 2, SEMINOLE TRAIL (U.S. ROUTE 29) 0.00 0,00 0.00 0 00 0.00 002 001 000 000 000 05 0.02 0.01 0.00 0.00 8 003 001 000 000 0.0 003 001 000 000 0.0 0.02 001 0.00 0.00 � 0002 001 001 000 004 02 001 001 000 009 �3 002 001 001 A2 004 002 001 1193 0.09 0.04 0.02 38 0. 012 0.04 0.02 ?57 07 012 004 001 3.03 0.67 11 0.04 0 01 81 0,22 l 8 0,03 0 01 +7 006 001 001 ), 0.02 0 0.00 0.00 1 001 0 000 000 101 001 00 00 000 )O1 001 000 00 000 )O1 01 001 , 0 000 01 1 0 01 0 01 +2 0. 002 0. 001 5 0 004 00 002 rN GRAPHIC SCALE 20' 0 20' 40' sxlcspr >rllsaes 0.1 r Lid, IJVDIC OF flfj' 1'OIlL T1 1.ORIC ?�0 CO1V!'OR LOCArlOJVS .WD . • rltr �roRx �►rr� Me se HFPA 1w1ummm IWT101iML M PrAxI ." 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Comments MIL Na • 1290/05056 F11E N0. • 05056_C-6.1 NK M1[ • 06/01/06 Ra wa • 1:1 Retail Shops Site Plan Lighting Sheets 20 of 23 IN F NO, C-6ol 7 McGRAW—EDISOtREFLECTOR ORMATATION LEGEND UTHONLA BUILD 11 I !t� ON FA6TORY PHOTOMETRICS SYMBOLON FACTORY PHQTQt-�I►165 1 r97% �1% ' 1 .FYI PLACEMENTIN FIXTUREL.Yi- FLACAaJENT IN FIXTURE 1 11 t1 � 1 1 1 1 1 1 �L!qmmpm' NOTE: I. WW FW MIN. 26 DAY C4"* C &YE STRL OTH GONG. w 61RADE 00 fm,_ Rei. 2. IF KAT19i IS PIMENT IN HOLE, ON54OVE 8EF'ORE PaJ1eMa WWI. 3. FOUNDATION EXCAVATION SHALL W BY 24" ALOM IN UNDISTFUMM OR PROPERLY GOMPAGTtW FILL PEI.9PBGS. (%% ED OWNDEAIL2 MB TIES 12" O.G. VERTICAL POLE GAP, FURNISHED AND INSTALLED ELECTRICAL 2 E0.1 A 4 5 SECTION A -A SQUARE STRAIGHT STEEL POLE FINISHED DARK BRONZE PONIDER COATED. SEE DRAWIN6 54.1, LUMINAIRE SCHEDULE AND POLE SPECIFICATION FOR POLE SELECTION. ACCESS HOLE WITH COVER AW GROUND LU6 BEHIND BASE COVER SEE NOTE 6. "Op OF BASE TO TER FOUR (4) ANCHOR I�- Tj �h 1'tEINFORCING STEEL eoLTs tr�UPPI-IED II WITH POLES. I I� l��II INSTALL CONDUIT Q P�Ol4CRETN Fn I ` — = BELOW FROST LINE (MIN. JO") d) BY ELECTRICAL FORM ANP T ARM WIRINS TO OTHER FIXTURES. I I A 7-O„m LIGHTING STANDARD ELEVATION NOT To SCALE oqIzcto7 W iy� ��Ul Qhs � N c M•� F10. S w 0 R co rr H r -v : lip Isma 1 I �Rb s W I Rill 1 11121,01 W W ar W 1212 : j 0. 4 wigs J i iy� ��Ul Qhs � N c M•� F10. S w 0 R co rr H r -v Q 0 H~ W11 �Me a W ; W J 0 > IL N J 0 W �LLJ.. c H cV OJ cn a . _ U 9; REFERENCED DRAWINGS 01 1269—bdr.dwq 02 03 04 Q06/18/06 REVISED SHEEP NUMBER "W. 00. a 1269 FILE N0. a 1269_C-6.1 ISSUE DAN • 02/23/06 MDT SCALE • 1:1 Site Plan Lighting Details Sheet 21 of 23 mw N0: C -6m2_1 i E O V z 0-4 o Ii yj;1i!1j!8g:mn NCCjN j r 0 11 ft I ,*.* �O u ILI w IC i E O V z 0-4 _< H O Z CL O - N�� a � � � W p li.l z . CO CL 09 Q V / W r Q Ho LAJN J O QN N U REFERENCED DRAWINGS 01 02 03 04 ®o8/18/06 REVISED SHr. NUMBER A as/18/06 REVISED PER CITY COMMENTS lwOd. NL • 1289 ME NL • 1289-C-7.1 NOPE WE • 02/23/06 ROif 'dLE • 1:1 Site Landscape Plan (Phase II) Sheet 23 of 23 ow N0: C-7 yj;1i!1j!8g:mn NCCjN j r 0 > ILI w IC _< H O Z CL O - N�� a � � � W p li.l z . CO CL 09 Q V / W r Q Ho LAJN J O QN N U REFERENCED DRAWINGS 01 02 03 04 ®o8/18/06 REVISED SHr. NUMBER A as/18/06 REVISED PER CITY COMMENTS lwOd. NL • 1289 ME NL • 1289-C-7.1 NOPE WE • 02/23/06 ROif 'dLE • 1:1 Site Landscape Plan (Phase II) Sheet 23 of 23 ow N0: C-7