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Home My WebLink AboutSDP201000080 Plan - Approved 2011-01-07NOTES: 1.) PROPERTY OWNERS: KENRIDGE LLC P.O. BOX 5509 CHARLOTTESVILLE, VA 22905 LOTS 27 -32, AND LOTS 43 -45 CANNON PROPERTIES, LTD. 763 MADISON RD. SUITE 205 CULPEPER VA. 22701 LOTS 13 -15, 37 -42 AND 49 -58. 2.) TAX Mf 060KO -00 060KO -00 060KO -00 060KO -00 060KO -00 060KO -00 060KO -00 �P NUMBERS: 060KO -00- 02700, 060KO- -00- 03100, 060KO- -00- 03900, 060KO- -00- 04300, 060KO- -00- 05000, 060KO- -00- 05400, 060KO- -00- 05800, 060KO- -00 00- 00- 00- 00- 00- 00- 00- CRAIG ENTERPRISES, INC. P.O. BOX 6156 CHARLOTTESVILLE, VA 22906 LOTS 30 -32 L.F. AND SUSAN K. PAYNE #912 MARSH LANE CHARLOTTESVILLE, VA. 22903 LOT 61 -00 00- 00- 00- 00- 00- 00- 00- - 01300, 060KO 02800, 060KO- 03200, 060KO- 04000, 060KO- 04400, 060KO- 05100, 060KO- 05500, 060KO- 06100. 3.) ZONING: CO COMMERCIAL OFFICE SP 2004 -052 4.) USE: MEDIUM DENSITY RESIDENTIAL & OFFICE 5.) SANITARY SEWER: ALBEMARLE COUNTY SYSTEM 6.) WATER: ALBEMARLE COUNTY SYSTEM -0( 00 00 00 00 00 00 -0( -00 -00 -00 -00 -00 -00 )- 01400, 060K( - 02900, 060KO - 03700, 060KO - 04100, 060KO - 04500, 060KO - 05200, 060KO - 05600, 060KO ) -00 -00- -00- -00- -00- _00- -00- -00 00- 00- 00- 00- 00- 00- - 01500, 03000, 03800, 04200, 04900, 05300, 05700, 7. THIS PROPERTY IS LOCATED IN THE SOUTH RIVANNA RESERVOIR WATERSHED DISTRICT 8.) PROPERTY LIES WITHIN FLOOD ZONE "X "; NOT A F.E.M.A. DEFINED 100 -YEAR FLOODPLAIN. 9.) ALL PROPOSED WATER AND SEWER EASEMENTS SHOWN HEREON ARE DEDICATED FOR PUBLIC USE. 10.) THE 20' WATERLINE EASEMENTS SHOWN HEREON SHALL BE CENTERED ON -THE AS -BUILT LOCATION OF ALL WATERLINES, HYDRANTS, METERS AND VALVES AND DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 11.) THE 20' SEWER EASEMENTS SHOWN HEREON SHALL BE CENTERED ON THE AS -BUILT LOCATION OF ALL SEWER LINES AND MANHOLES AND DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 12.) ALL LOTS CONTAIN BUILDING SITES AS REQUIRED BY SECTION 18.4.2.1 OF THE ZONING ORDINANCE. 13.) ALL LOTS COMPLY WITH CHAPTER 18 OF THE ALBEMARLE: COUNTY CODE. 14.) THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 21.) THE EXISTING SITE WALL SHALL REMAIN. DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF THE PROPOSED ENTRANCE INTO THE SITE. 22.) SETBACKS FROM THE PERIMETER PROPERTY LINES FRONT - 275', SIDE - 30', REAR - 50' 23.) SEE APPROVED PLANS TITLED "KENRIDGE" PREPARED BY COLLINS ENGINEERING DATED 12/15/05 LAST REVISED 10/11/06 FOR ADDITIONAL NOTES, (REQUIREMENTS AND INSTRUCTIONS. 24.) FOR EASEMENTS AND ANY ADDITIONAL RESTRICTIONS PLEASE REFER TO THE APPROVED BOUNDARY LINE ADJUSTMENT TITLED "SURVEY SHOWING BOUNDARY ADJUSTMENT OF KENRIDGE LOTS 27 THROUGH 32, LOTS 37 THROUGH 43, LOTS 49 THROUGH 58 AND VARIOUS EASEMENTS" DATED OCTOBER 5, 2010, LAST REVISED DECEMBER 1, 2010 AND RECORDED IN DEED BOOK 3982, PAGE 239. 25.) IT IS NOT THE INTENT OF THIS SITE PLAN AMENDMENT T'0 ALTER THE REQUIREMENTS OR RESTRICTIONS OF THE ORIGINAL APPROVED KENRIDGE SITE PLAN BUT ONLY TO ALTER THE RESIDENTIAL LAYOUT OF THIS SITE AS SHOWN HEREON. 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 PERMIIT SHALL GOVERN. 2. ALL 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. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MIST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). + a il COUNTY OF ALBEMARLE, VIRGINIA 0 01110" No SHEET KEY: ❑ 1.00 CONSTRUCTION DETAILS ❑ 2.00 SITE PLAN LOTS 27 -32, AND 37 -43 ❑ 3.00 SITE PLAN LOTS 49 -58 ❑ 4.00 STORM DRAINAGE PROFILES ❑ 4.10 STORM DRAINAGE PROFILES ❑ 4.20 STORM DRAINAGE PROFILES ❑ 5.00 SANITARY SEWER PROFILES V. " EHUGHES� MC. N0. 1458 l l� -I -1 /0 SURV-4 KIRK HUGHES AND ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (434) 296 -6942 MAY 28, 2009 JULY 24, 2009 (REVISED PER COUNTY COMMENTS) DECEMBER 1, 2010 (REVISED) 0 REDI -ROCK RETAINING WALL SYSTEM TYPICAL GRAVITY WALL WITH 41" BLOCKS 2 MIN NOT TO SCALE 1 MOVE BLOCKS FORWARD DURING INSTALLTION TO ENGAGE SHEAR KNOBS SETBACK =1.25" (TYPICAL) (d.0° BATTER ANGLE ON WALL) 41" MIDDLE BLOCK EXPOSED MAX. WALL 41" MIDDLE BLOCK WALL HEIGHT 41" MIDDLE BLOCK GROUN LEVEL 41" BOTTOM BLOCK V' MIN - COMPACTED SOIL - STONE LEVELING PAD RETAINING WALL SECTION FOR EXPOSED WALL HEIGHT 1.) SEE APPROVED PLANS TITLED "KENRIDGE° PREPARED BY COLLINS ENGINEERING DATED IV15105 LAST REVISED 10!11106 FOR WALL SPECIFICATIONS. NOTE: ALL RETAINING ANDIOR STRUCTURAL WALLS TO BE DESIGNED AND ENGINEERED BYA LICENSED STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION tfolL STONE COLOR SHALL BE NATURAL AND THE MATERIAL & CONSTRUCTION SHALL MATCH THE COURTYARD RETAINING WALL IMAGE ABOVE S -ir FA GROUND LEVEL FF REE DRAINING BACKFILL TO EMEND MIN 12" BEHIND I WALL NON -WOVEN GEOTEXTILE FABRIC (IF SPECIFIED) GEOTEXTILE WRAPPED PERFORATED DRAIN. DRAIN TO DAYLIGHT 8" TO 1' #4 .BARS O t2" C LAW WAY mar t]ECOR r4 watt. 4" DRAMM PIK o" C -C rawwmwmL CONMIE 04 10 WAYS NOTE: 1 ). � To K 4000 PSI M11110IN�Q COM VE STREN6" % ((2) tSBWMM STEEL IN ACIDORDANCE WITH ASTM A-815 (RtEINFCRCINO BARS) 24" PIPE TRADITIONAL DESIGN TOP VIEW TRADI 1 4%0" O" err" OFFSET STRUCTURE DESIGN CONCEPT 24" GRATE 24" PIPE STRUCTURE SIZE BASED ON PIPE GOING THROUGH, NOT ON DRAINAGE INLET CAPACITY THEREFORE STRUCTURE IN GENERAL IS OVERSIZED FROM A DRAINAGE INLET CAPACITY POINT OF VIEW PIPE SLOT (2 PLACES) U COVER LIFT NOTCH 12 3/8„ WATER CAST IRON LID NOTES: (1) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5%8" -1" METERS) NTS FIG. W -7 TD -10 24" NYLOPLAST DRAIN BASIN STRUCTURE SIZE BASED ON DRAINAGE INLET CAPACITY OSD CONCEPT TOP VIEW THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL JIM VCKUM AVE BUFORD, GA 30518 �yi J..•. •P •.ix" .:• _7L 1 •.. •♦ • g ,� •'•` r.• •,tea rawwmwmL CONMIE 04 10 WAYS NOTE: 1 ). � To K 4000 PSI M11110IN�Q COM VE STREN6" % ((2) tSBWMM STEEL IN ACIDORDANCE WITH ASTM A-815 (RtEINFCRCINO BARS) 24" PIPE TRADITIONAL DESIGN TOP VIEW TRADI 1 4%0" O" err" OFFSET STRUCTURE DESIGN CONCEPT 24" GRATE 24" PIPE STRUCTURE SIZE BASED ON PIPE GOING THROUGH, NOT ON DRAINAGE INLET CAPACITY THEREFORE STRUCTURE IN GENERAL IS OVERSIZED FROM A DRAINAGE INLET CAPACITY POINT OF VIEW PIPE SLOT (2 PLACES) U COVER LIFT NOTCH 12 3/8„ WATER CAST IRON LID NOTES: (1) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5%8" -1" METERS) NTS FIG. W -7 TD -10 24" NYLOPLAST DRAIN BASIN STRUCTURE SIZE BASED ON DRAINAGE INLET CAPACITY OSD CONCEPT TOP VIEW THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL JIM VCKUM AVE BUFORD, GA 30518 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT PNN (T18) 832-013 OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER, OR LICENSE THE USE OF THEDESIGN OR DATE 417-0'1 xl 1 FAX(770) 832.2490 www.oyloo*gt wcom APPD BY CJA PRCIJECT NOJWM TECHNICAL INFORMATION SHOWN HEREIN TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN SY AWA CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 417411 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OFFSET STRUCTURE DESIGN CONCEPT ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001- 1104112, OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 610.00 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A I SCALE 150 SHEET 1 OF 9 I DWG NO. 7001.110-072 REV A PERMISSION FROM NYLOPLAST, RISERS ARE NEEDED FOR BASINS OVER 84" DUE T4 SHIPPING RESTRICTIONS TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION APPD BY CJA NOTE: INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 45• BENDS AND BELLISELL COUPLERS. WATERTIGHT (WT) JOINTS SHOWN. SOIL -TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. NYLOPLAST CLEANOUT END CAP ADJUST GRADE PER ENGINEERS PLANT FINISHED GRADE I 02W7ADS.INC. INJECTION MOLDED WT 45° WYE INSERT INJECTION MOLDED, GASKETED SPIGOT BY BELL REDUCER INJECTION MOLDED WT TEE NOI NO SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON P'vC PIPE. r7btPRE5SI�N x /4" +,1..LE PIPE COUPLING .PPf�:-FD EQUAL I14 BEND CC (IF REQUIRED) R FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SER! %ICES OR DUAL RESIDENTIAL AND IRRIGATION SER'.<ICE$, 7IJPRESSION x 3/4" MALE PIPE COUPLING PPRO`-ED EQUAL -OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SER'qCE W-HERE .N IRRIGATION 4ETER I' NOT PROVIDED. ms HALL TILE GRADE k,iETER BOX COPPERSETTER 4ETER _K AS ESSARY TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W - 6 TD -9 BUILDING FACE HDPE PIPE (TYP) 1 tIMATEDOM"NO TJR 01111W CKS REY. DESCRIPTION BY MMID m I CHK'D vm 04.02.03 ROOF DRAM W/45 OW 4"0 TIRUEMAN BLVD y CiEAtiOUi HILLIARD, Oran 43020 ADWI� OMD11L /MIMIILL YIC, N75 NO NUMBER $1D -10D1 tOF1 WHEN ARE INLINE DRAINS USED? 2708AG __ X 2710AG __ X 2712AG __ X 2715AG __X 2718AG __ X 2724AG __X 27MAG __X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN DRAIN BASIN Q VARIABLE ELEVATION JUNCTION BOXES, TRANSFORMER SHALL NOT BE LOCATED WITHIN VARIES WATE R �S O CE LOCATION OF OTHER C (GAS, ELECTRIC, TELEPHONE EASEMENT WIDTHS; WATER OR SEW WATER & SEWEF -SEE PART 3, PARAGRAPH D; SEPARA- UTILITIES CROSSING A WATER OR SE 900 TO THE RIGHT OF WAY, UTILITY LOCATIONS & NTS FIG. W -I TD-1 INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER i[ISIG I WATERTIGHT ADAPTERS AVAILABLE WHEN ARE DRAIN BASINS USED? FOR MOST COMMON PLASTIC PIPING SYSTEMS 2808AG _ _ X 2810AG _ _ X 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 2812AG __X 2815AG X 2818AG X 2824AG X 2830AG __X 1 8" —� r 6" I C CORRUGATED HDPE PIPE Sh 1 - STRUCTURES 8 ADAPTERS AVAILABLE IN SIZES B" -30" THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN SY AWA MAI 2Q- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 3W, TO DETERMINE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001- 1104112, OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 610.00 7001- 110 013, & 7001- 110-014 Q- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLANT DETAILS TRANSFER, OR LICENSE THE USE OF THE DESIGN OR RISERS ARE NEEDED FOR BASINS OVER 84" DUE T4 SHIPPING RESTRICTIONS TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION APPD BY CJA PRC SEE DRAWING NO. 7001-110a5 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 8.10-00 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PFRMI.4RI()N FRf1M Km f1Pl ART DWG SM A SCA . R%W cx CG_6 CURB & GUTTER EXIST. fsTtOtl BRKK CG -6 POINT OF (EXPOSEO AGGREGATE) SIDEWALK CURB & GUTTER RNISHED GRADE 4.r �• (EXPOSED AGGREGA7E) 1.: Sid 8 5 f� ) 4.1 " EXIST . GROUND OM a5 5.0' 6.0' 2.5' 9.0' _,--- -- ------- 9.0' -r 2.5' SIDEWALK PLANTING STRIP T 480 PLAN77NG S I KENRIDGE LANE TYPICAL SECTION �f DO 9 LOT 23 LOT 24 LOT 25 LOT 2 6 L----- --- - -- — — — — — — A_ L I GH-T _W O--O6S LA NE -(PRI ' r ROAD) 114 6 LOT 21 LOT 20 'ATE LOT 19 VARIABLE WIDTH ACCESS, UTILITY & DRAINAGE EASEMENT D.B. 3426, PG. 484 (PLAT) LOT 18 c� 40/' 36 jo 402- 's, 7 c� oc- 14 ...... . .... r 116 N j _ — -- -- — _ _ 53 ------ - - - - -- — 77-1 F r5 /y/f AN. G R. 13A R. PIPE AND INLETS GAR GAR. 8-00--- 1 .33 6 GAR. 5 61 .66 61 .00 TO BE REMOVED IN THIS AREA 6 IF, 614.70 615.37 FF. FF. F. FF. FF. FF. LOT 44 FF. �"�!628.92 54 6 92 6 8.25 6 .5,8 '626-29 626.96 625.62 71 "J LLJ BS T B BSMT nt MT l3smi BSMT j8SMT AMT, 19.17 .17 RETAINING 61 .50 617.83 6 7 617.21 616.54 15.8 s. h WALL 40), 60 LOT 42 LOT 40 (SEE COURTYARD DETAIL LOT 41 LOT 39 LOT JO uls all LOT 45 4 A 15.0' CITY GAS OA /Ir. 6 µ06 ms.. '0. 6 EASEMENT I :,> Ti- 61 ol "'4 .Sr 11�0 00 'n8 _0. _394 PIPE AND, INLETS 4 6 TO-BE-RE REMOVE.( THIS ... ..... IN.- IS AREA 9-P LOT 4 6 C9 1, 'o 5r, -------- ...... .... 118 's' � 61r4> ......... 1 --640— 9 LOT 47 k 40' LOT 61 I ' r. ', 7,3 44f IVY ROAD PROPERTIES, LLC D.B. 2554 PG. 400 TAX PCL 06000-00-00-02800 4 k J11 1 11 MZ r M z M r rri 5- 60 00 CD ANN CA 7 Am was (wommom nommo owma -wm wommumm -'ilmloll#Am lum mommom MAMMA FANNON -M*ANN S L -7 jj CA ('o " -"A co' cn Cn 0 C> -4 > < 00 m m Lo Ul cr) rn m Q0, C) 0) C) C> C) C) CD C- NN,A i 1 00 No so a mmoffmml am "AnIpmom sm we ad a Im MAN US MAMMA 41f). Maslow Now= T)l LI I 4 'K V, =MOW 434 monamm "Wool was Mumma NONE= MAN mmosam tinumem F-F-F-67 _J (:)o L i S -BL r C> a) CO M r cn --- Ln Cn Cil UD OAP --j CAO to CD C) CD 600 -A name 16 sm"m a AM CD co i. . ... . . .......... ---- --------- (PRIVATE ROAD) /co NASA . ...... . . . . . . . . . . . . C) — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — - __j mom AAi� if ci 1 �1i -� 434 monamm "Wool was Mumma NONE= MAN mmosam tinumem F-F-F-67 _J (:)o L i S -BL r C> a) CO M r cn --- Ln Cn Cil UD OAP --j CAO to CD C) CD 600 -A name 16 sm"m a AM CD co i. . ... . . .......... ---- --------- (PRIVATE ROAD) /co NASA . ...... . . . . . . . . . . . . C) — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — - __j STORM SEWER PROFILES STRUCTURES #85 THRU #91, # 93 AND DETENTION #1 STORM SEWER PROFILES STRUCTURES #112, #132, AND #77 THRU 80 NEW YARD INLET 76A STA = 9+73.00 TOP EL = 616.50 INVERT = 611.75 6101 27'-12" HDOIE - 7.81% 40' -j12" HDPE -7.81 - nif 590 9+00 lul 1AMMILRIM 10+00.001 609.9 EX. YARD INLET 175 STA = 10+44.14 !GROUND EL = 609.11 IINVERT = 606.5� 1610 INLET7-4-- Sr = 10+87.03 G OUND EL = 605.96 INVERT = 603.44 EX. YARD INLET 73 STA I= 11+25.95 i -12" 1 I HDPE -7.90% ic 1% INVERT = 600.76 F j 35-12"ll-II)PE -7.67 C �l I )7OV 1,12'-12" HDPE 7" 11.79% 1600 DI-2B 108 11 +42.331 EL = 602.51 RT IN = 591.30 RT OUT = 595.80 1590 10+00 10+50 11+00 11+50 12+00 STORM SEWER PROFILES STRUCTURES #108, AND #73 THRU #76A 6601, 660 650 650 EX. YARD INLET 93 STA = 10+00.00 GROUND El = 645.00 INVERT = 640.17 640 1640 jj Irs. 63011 E�, YARD INLET 91 Gi ZOUND EL = 63 24 go 1630 I VERT = 631.01 EX. 1 YARD INLET 90 620 ST' 11+52.53 R _u IN RT = 625.89 EX. YA! INLET 89 STA = 12+40.10 GROUNE EL = 621.15 I 610 1 ! INVERT 616.00 - 1 610 rc-- EX. YAJ INLET 88 STA 2+97.90 El- - . ..... INVERT 605-89 EX. YARD FILET 85 STA = 15409.86 600 6001 ....... -MoNo-R-Q, 596.42 EX. Yo Ql) INLET 87 INVERT = 91.,35 I STA = GROUND 13+ 65 EL 602-01 EX. YARD INLET I INVER' 599.07 STA, = 15+45.7� GROUND EL 505.00 INVERT .60 V-1 EX. Y�Rl) INLET 86 86 /Yopr It STA + 14+27.56 1 44,%, 590,1 GROUND EL 597.141 i 590 DETENTION #1 ��_.............. _....,.- .......«..........._... ..,.�«...,w..... »,«......., ................,........;Illy I I i F ! pQ ! ` � I SSSSSS 580 9+00 9+50 10+50 11+00 12+50 13+00 13+50 14+00 ........ ... 14+50 15+00 15+50, 16+00 580 1 STORM SEWER PROFILES STRUCTURES #85 THRU #91, # 93 AND DETENTION #1 STORM SEWER PROFILES STRUCTURES #112, #132, AND #77 THRU 80 NEW YARD INLET 76A STA = 9+73.00 TOP EL = 616.50 INVERT = 611.75 6101 27'-12" HDOIE - 7.81% 40' -j12" HDPE -7.81 - nif 590 9+00 lul 1AMMILRIM 10+00.001 609.9 EX. YARD INLET 175 STA = 10+44.14 !GROUND EL = 609.11 IINVERT = 606.5� 1610 INLET7-4-- Sr = 10+87.03 G OUND EL = 605.96 INVERT = 603.44 EX. YARD INLET 73 STA I= 11+25.95 i -12" 1 I HDPE -7.90% ic 1% INVERT = 600.76 F j 35-12"ll-II)PE -7.67 C �l I )7OV 1,12'-12" HDPE 7" 11.79% 1600 DI-2B 108 11 +42.331 EL = 602.51 RT IN = 591.30 RT OUT = 595.80 1590 10+00 10+50 11+00 11+50 12+00 STORM SEWER PROFILES STRUCTURES #108, AND #73 THRU #76A EX. YARD INLET STA = 10 +00.0 GROUND EL = INVERT = 636.7 ppp 640 _......... ._. EX. YARD INL 81 STA = 10 +59.3 } GROUND EL = 634.50 INVERT = 630.2 I t STA = 11403.79 EL = 631.05, 1 S INVERT IN 623.24 INVERT OUT = 620.04 630' A.. A..,...__m ...wW __M � . ... � � ....... _{ 630 � 6.36% s i EX. DI -2A 116; EX.= DI -2B 134 t ` EL 620.45 STS = 10 +80.58 `9�� ,o `� INVERT IN = 615.30 ? EL i= 632.71 `�} INVERT OUT = X11.80 I INVRT IN = 629.2 { INV RT OUT = 625. 0 620 S' I ...._. _.._.......... _....__......... I _. �..._._._.w..,......... f ....... _ .._w........__.... _.__.,.,, Mw_...__ _......_._�._._.- .,._._..._... 620 i EX. DI -2A 112 STA = 12 +92.9 EL = 615.41 i 3 INVERT IN = 6()x55.10 INVERT OUT = 01.40 i { (21' - 15" RCP l 6101 6.58_- .__. _-_ �._....._. �.:....._._.m._., -..w_ __...._ s ..__.__._._. ,._._..._..'�.�_...__._..._�.._ 610 t 4r EX. DI -2C 114 STA - EL = 617.48 INVERT IN =1 610.40 INVERT OUT f= 606.80 nTo 590 2 i 40' _ 1 EX. DI -2B 110 STA = 14 +30.01 EL = 604.70 INVERT IN = 598.00 INVERT OUT = 596.70 EX. DI -2p 108 4 STA = 14 +74.47 I INVERT 10 = 595.90 INVERT 1T = 595.80 s i 1 600 X83' ( 02 299'RCP STA = 15 +61.17 EL = 599.25 INVERT IN = 593.90 INVERT 2 = 59,0.70 590 58011 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 STORM SEWER PROFILES STRUCTURES X106, #108, X110, X112, X114, #116, #118, #134, X81, X82 STORM 'SEWER PROFILES STRUCTURES X71 AND X72 EX INLET ID 56 10+00.00 -TOP-ff -8 -a7-.40r,- -- INVERT = 631.26 630 620 610 600 9+00 9+50 EX INLET ID 5$ STA = 10+55-67 Top = 624.921 INVERT = 619.7 NEW YARD INLET 55A STA = 10 +80E00 INVERT 61�34 qFFSET INLET 1D 41A St,A 11 +76.80 11 OFFSET F§ET INVERT 612,00 STA 12+4 65 INLET ID 39A STA =13 +24.98 Tr)P=rl STA! = 11+60 83 25' – 12" HDPE –7.66% 1 1 Itop = 611.73 i i - I imvr-aT = rin cin i TOO= 61 A Q'i 'INVERT = 608.41 INVERT = 606.93 INLET ID 39B 10,4- I STA =13 +97.75 r—Top = 610.Q0 INVERT = 606.0 73'- 1510 HDPC 4.5'4', 12" H DPE -3.30'% o 12" HDPE -3.331/, 13'-I?"HDPE-15.03 % - - - - - - - -- - - -- - - - - - - STA =t 14 +11. EL = ;609.02 INVERT IN = 604.00 INVERT IN = 605.3 INVERT IN = 603.7 INVERT OUT = 603.50 640 630 620 610 n.# #1 590 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 1400 14+50 15+00 STORM SEWER PROFILES STRUCTURES #230, #39B, #39A, #40B, #40A, #41A, #55A, #55, #56 STORM SEWER PROFILES STRUCTURES #114, #136, #52, #54, #55A, #55, AND #56 . . ........... ' 650 6501 EX. SAN EWER MANHOLE # 10 RIM EL = i 641.69 INVERT IN = 626.80 INVERT OUT 626.60 6401 1640 630 1 630 1 620 1620 T 19 6101 610 -7, EX, SAN !SEWER MANHOLE1 # 8 RIM EL r 601.01 INVERT 10 = 593.10 INVERT 9UT = 593.00 1600 6W------ 7 EX. SAN SEWER WNHOLE 9 STA = 14+01.18 RIM EL = 605.50 INVERT IN = 594.2p' INVERT OUT = 59400 590 5901 - - -------- 5801 ........ -- --- ------ 580 9+00 9+50 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 SANITARY SEWER PROFILES STRUCTURES #8 THRU #10 SANITARY SEWER PROFILES STRUCTURES #5, #8t #15, AND #16