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5.7-11779 As Graded
PROPOSED LEGEND mmimppimp !�!!;1�1 !�1;1�!�I� - SPRING 4) PROPOSED SANITARY SEWER MANHOLE 0 PROPOSED SANITARY SEWER CLEANOUT (a . ' PROPOSED STORM DRAIN MANHOLE TO THE TRUE POINT OF BEGINNING; PROPOSED STORM DRAIN CURB INLET Q . PROPOSED STORM DRAIN CATCH BASIN , X PROPOSED FIRE HYDRANT . N PROPOSED WATER VALVE . n * 1. I PROPOSED SINGLE POLE SIGN 1 40 C.O.B. STREET LIGHT EAST A DISTANCE OF 10.67 FEET; . . ,1 . . ...;:.';.' ..'... ...t .. eo PROPOSED CONCRETE I . PROPOSED SANITARY SEWER LINE SS 07'30" PROPOSED STORM DRAIN LINE SD w PROPOSED WATER LINE •• o**@• Ooo*O*60**600*• *0*0000000• 000*•• PROPOSED DRY UTILITY TRENCH q- BP PROPOSED BURIED POWER LINE UG PROPOSED BURIED GAS LINE --- fo --- FIBER OPTIC LINE - - PROPERTY LINE / RIGHT-OF-WAY PROPOSED LUMINAIRE PROPOSED STANDARD CURB CONTOUR LEGEND I .... ... .... .... .... � ... .... .... ... .... . - ... ..... EXISTING CONTOURS (0.51 INTERVAL) PROPOSED CONTOURS (1.0' INTERVAL) PROPOSED STANDARD CURB I PROPOSED TYPE 'B'CURB & GUTTER . - __ - RIGHT OF WAY - EASEMENT - - - - - . BUILDING SETBACK - - - - - - PROPOSED PARCEL LINE SHEET INDEX COVER SITE LAYOUT & GRADING PLAN AA Tjapp jax A 4; go 4;"X. . v v I- X X - X X-JI Xi- 14 %.� 1. IN N-.X X SD4.1 , SITE PLAN WEST . I SD4.2 SITE PLAN EAST SD7.1 NORTHWEST GRADING & DRAINAGE PLAN SD7.2 SOUTHWEST GRADING &DRAINAGE PLAN SD7.3 NORTHEAST GRADING & DRAINAGE PLAN SD7.4 SOUTHEAST GRADING &DRAINAGE PLAN . SD7.5 CACTUS PATCH DR. & SUMP STORM DRAIN PLANS & PROFILES SD7.6 STORM DRAIN LINE #1 & #2 PLANS & PROFILES SD7.7 STORM DRAIN LINE #3, #4, & #5 PLANS &PROFILES SD7.8 ASHE ROAD & CACTUS PATCH DRIVE GRADING PLANS Q J::i Q C-114 711 X�igx 4 11:Q I STANDARD DRAWINGS D-9 DRAINAGE BASIN OUTLET STRUCTURE D -11 TEMPORARY DRAINAGE BASIN D-12 . CHAIN LINK FENCE . D-13 CHAIN LINK GATES D-14 TYPE 'A'CATCH BASIN I D-16 STANDARD JUNCTION BOX . SW-2 TYPE 'A' MANHOLE SW-4 FRAMES AND COVERS FOR MANHOLES AND CLEANOUTS - BENCH MARK . I DH6652 (HOSKING) 375.001 NAVD88 I MONUMENT IS A CSRC 3-INCH ALUMINUM DISK LOCATED AT THE EAST END OF NORTH PEDESTRIAN WALKWAY OF THE HOSKING I ROAD OVERPASS OF CALIFORNIA HIGHWAY 99. I I BASIS OF BEARING . I THE BEARING OF SOUTH 88057'25" EAST SHOWN AS THE NORTH LINE OF NORTHEAST QUARTER OF SECTION 28 TOWNSHIP 30 SOUTH RANGE 27 EAST, M. D. B. & M., PER LOT LINE ADJUSTMENT #06-22701 AS EVIDENCED BY CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 0207238228 OF O.R. OF KERN COUNTY, DATED DECEMBER 4, 2007, WAS USED AS THE BASIS OF . BEARINGS SHOWN HEREON. I O 1cm0wolk . I . � I . 11; 1 jr 4101.4) A) 4 1 . STORE NO,, 119 1 6801 PANAMA LANE . BAKERSFIELD, CALIFORNIA PARCEL # 53901023 . � PARCEL -M-AP # 11779 . CONSTRUCTION DOCUMENTS SITE .. PLAN I I � I I SITE PLAN REVIEW # 13 - 40000010_ C.O.B. GRADING NOTES NOTE: SEE SD7.1 FOR NOTES 17 - 21. 1. ALL GRADING SHALL CONFORM WITH CHAPTER 33 - UNIFORM BUILDING CODE AND STANDARDS PERTAINING THEREOF AND THE GEOTECHNICAL REPORT BYIERRACON DATED NOVEMER 7, 2012. 2. ALL CUT AND/OR FILL SLOPES SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. I (12) 3. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE FEET HORIZONTALLY OF . THE TOP OF EXISTING AND/OR PLANNED SLOPES. . 4. ALL FILL AREAS TO BE CLEARED OF.ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 5. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 6. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 7. ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS TO PLACING OF ANY FILL MATERIAL. 8. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SECTION 3305 OF THE CURRENT UBC AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. . 9. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 10. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIM UM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 12. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 13. CONSTRUCTION OF DRY WELL FOR COLLECTION OF ON-SITE RUN-OFFS IS NOT ACCEPTABLE, HOWEVER OTHER MEANS OF ON-SITE COLLECTION MAY BE ALLOWED IF APPROVED BY THE BUILDING DIRECTOR. 14. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER 33 OF THE UNIFORM BUILDING CODE. . 15. THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE ' AREA. I 16. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND . CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, CODE SPECIFICATIONS AND WITHIN HIS PURVIEW. EARTHWORK ESTIMATE TOTAL EARTHWORK QUANTITIES ARE BASED ON THE DIFFERENCE BETWEEN THE EXISTING GROUND SURFACE LOWERED BY SIX INCHES (TO ACCOUNT FOR TOPSOIL ' STRIPPING) AND PAVING SECTIONS. PLEASE NOTE: SHRINK AND SWELL FACTORS ARE NOT INCLUDED. TOTAL CUT: 12,000 CY TOTAL FILL: 24,000 CY IMPORT: 12,000 CY I AS GRADED E _' ---- - --------------- --------------------------------------------------- � --------- - - -- - -- - ----------- - - __-_ ............. ___-___ --- -- _ ------------- ------ -------- - ___ _______ - - - _____ - i * ` ' ?e::. I %::•. *�'* " . . 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E '. . i'.i.-i ' .. .,.*".'/* ..c e", I ' I .. . . ....' '� .. - ... i**1 III. / .."rill '" ... `�"- DING P...*Xl (� I `- .*.*'.. . I � I '....... I ' 1?1 . *' ...", I :11 '*' ::I'*! 11 KEY MAP NORTH ",' M. . ", * � . ""', ? �....'..... "I'll I �!'1-11' .....!..... "!"e;x rr: .. .. . it " 111 '*" "'*' - *,"", ...-..*.,.*' --:---� 1;';' ... = 200' ..n..," ... '-----.-'�� 1. I .. 111. I " " .. �"-*- I...' ,.o... *,", -�....o...... '. ...z", ... 1. *" .. .. .. .. '*"*" i;'.1; * *"'*" *- .... ... .......... - - - .K. X. ....-..-.. -?.*:, ......... . .-I... . . ::. ' I "... % ...!....-....-.-......?....-..--.,.�.-., .�--.-.--.--.-..�;.....?,�.;-.f�. . � LEGAL DESCRIPTION PARCEL B: LOT "B" OF LOT LINE ADJUSTMENT NO. 06-2270 EVIDENCED BY CERTIFICATE OF I I I COMPLIANCE RECORDED DECEMBER 4, AS INSTRUMENT NO. 0207238228 AND I I RE-RECORDED JANUARY 7, 2011 AS INSTRUMENT NO. 02110003257 OF OFFICIAL RECORDS, BEING MORE PARTICULARLY DESCRIBED IN THE DOCUMENT AS FOLLOWS:, . I - I - THAT PORTION OF LOTS 11 2 AND 3 OF PARCEL MAP WAIVER NO. 06-1654 AS EVIDENCED BY CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 28, 2007, AS DOCUMENT NO. 207198982 O.R. RECORDED IN THE OFFICE OF THE KERN COUNTY RECORDER, BEING IN THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MDB&M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: I COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 28, A CITY OF BAKERSFIELD CONCRETE MONUMENT PER RECORD OF SURVEY BOOK 23, PAGE 56 IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE, NORTH 880 57'25" mmimppimp !�!!;1�1 !�1;1�!�I� - SPRING WEST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER, A CREEK . DISTANCE OF 1071.85 FEET, TO THE TRUE POINT OF BEGINNING; THENCE, SOUTH O1° 02' 35" WEST A DISTANCE OF 173.30 FEET; THENCE, THENCE, SOUTH 880 57' 24" EAST A DISTANCE OF 177.50 FEET; SOUTH 000 00' O1" EAST A DISTANCE OF 10.67 FEET; THENCE NORTH 890 59' 59" EAST A DISTANCE OF 149.88 FEET; THENCE, NORTH 010 07'30" PANAMA LANE EAST A DISTANCE OF 31.53 FEET; I THENCE, SOUTH 890 03' 12" EAST A DISTANCE OF 106.38 FEET; THENCE, SOUTH 010 03'34" WEST A DISTANCE OF 9.48 FEET; THENCE, NORTH 890 48' 41" EAST A DISTANCE OF 151.41 FEET; THENCE, SOUTH 000 11' 23" WEST A DISTANCE OF 32.01 FEET; THENCE, SOUTH 880 27'*35" EAST A DISTANCE OF 101.88 FEET; THENCE, SOUTH 000 00' 00" WEST A DISTANCE OF 289.23 FEET; THENCE, SOUTH 890 44'28" V� WEST A DISTANCE OF 94.48 FEET; I THENCE, SOUTH 000 00' 00" WEST A DISTANCE OF 124.04 FEET; THENCE, NORTH 890 59' 30" EAST A DISTANCE OF 477.65 FEET TO A POINT ON THE EAST LINE OF SAID SECTION; Q.� r . THENCE, SOUTH 000 25' 08" WEST ALONG SAID EAST LINE, A DISTANCE OF 54.35 FEET; THENCE, NORTH 880 57'25" WEST A DISTANCE OF 1299.53 FEET; . THENCE, NORTH O1° 02" 35" EAST A DISTANCE OF 649.59 FEET TO A POINT ON SAID NORTH LINE; I THENCE, SOUTH 880 57" 25" EAST ALONG SAID NORTH LINE, A DISTANCE OF 220.61 FEET TO THE POINT OF BEGINNING. . opppmopopomm" P :.' '.....v V. ".. ex " • `*_,1.--'�_n `sax, y *.,$ "" '-�-'*""' . . � : 1 ' , 1 ... 99111�'1- i - 11-11, mmimppimp !�!!;1�1 !�1;1�!�I� - SPRING - - - . . CREEK . LOOP . . SILVER HARRIS ROAD :.. .. . . . . CREEK WILDERNESS . DR RELIANCE DR I PANAMA LANE ...' X. : ' . Q .. . I . ... A . . . . . . . . . . .. ... .!; . .. . I f 0 PROJECT _<� 0 P4 LOCATION 0 1 P4 44 0 44 4. 4_� V� �� . V) 0 Q.� r . --- r � I VICINITY MAP NOR H E., ... ... F-11 - ----- - ----- I ----- - -- - - ---------------------------------------- __.__ ... � ......... ----------- --- - � - - - - - - ..... 'o ....... � - 01. ....' '.....' .... _....' '....... 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I PRIOR TO FOUNDATION INSPECTION CITY OF BAKERSFIELD GRADING CERTIFICATION FORM TOGETHER WITH A ' FINAL GEOTECHNICAL REPORT INDICATING SITE IS SUITABLE, FOR PROPOSED CONSTRUCTION SHALL BE COMPLETED AND WET SIGNED AND STAMPED BY: CIVIL ENGINEER OF RECORD, GEOTECHNICAL ENGINEER AND THE GRADING CONTRACTOR WITH THE AUTHORIZATION ALL WORK IS COMPLETED AND IS IN CONFORMANCE WITH THE APPROVED GRADING AND DRAINAGE PLANS AND GEOTECHNICAL REPORTS AND COMPLIES WITH CITY OF BAKERSFIELD GRADING ORDINANCE APPENDIX CHAPTER J AND CITY STANDARDS. CBC 107.1 I I I I NOTES . 1. 24 HOUR INSPECTION NOTICE -PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)326-3049. 1 I 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) r r 4. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET r RIGHT-OF-WAY. UNLESS SECURED By AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK I PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 5. SUMP OUTFACE PIPE SHALL BE CLASS Ill RCP - RGJ 6. STOCKPILING WILL BE LIMITED TO ON-SITE ONLY. ALL CONSTRUCTION ACTIVITY, INCLUDING EARTHWORK MOVING &VEHICULAR TRAFFIC WILL BE LIMITED TO WITHIN THE r PROJECT BOUNDARY FOR THE CONSTRUCTION OF ASHE ROAD, CACTUS PATCH DRIVE, . PANAMA LANE, & ON-SITE IMPROVEMENTS. I ENGINEER'S CERTIFICATE I I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL I BE CORRECTED DURING CONSTRUCTION. . (NAME) R.C.E.# SCOTT A. NELSON 46765 EXP.06 /30/13 ZI 2oi3 - DA E REVISIONS IARCH. PROJECT NO. WIN I 19NEW DRAWN R11) MP, JG I CHECKED M SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 OTI3 DATE 04/19/13 CRITERIA SET 97KW-CR22 Q 1-1 0 �' (.� cn >0'.-�' 5 0 �.� 1-1 0 1 " W-� �� H C? C) . W M C-) �09 • �� Z 0� � � lc:':', 0 W ;1� .. uu P �> 7 0 w (i o W) P� fn r---q M 00 "log r-..q (= " 4� 5� - I � 1� . I A� No.46765 - 12MA-M E r1 . wwwj �m - �grFC,v\\_�Q,`� OF U \F (7*) � . (f 0 w H c4n lo-4 61\ cin -<� � - - Q o 0 � 1 4_..ol Z cr . P4 �) P-� W �-- C) l� 00 = .. � � � I SHEET TITLE r SITE LAYOUT & GRADING COVER SHEET I SHEET COVER . I S9p? - I I "T-) �1 KEYED NOTES 1. STANDARD CURB, RE: SD9 - I 2. ADA LANDINGS & RAMPS, RE: SD9 - 7 3. STANDARD ASPHALT PAVEMENT, RE: SD9 - 2 4. HEAVY DUTY ASPHALT PAVEMENT, RE: SD9 - 3 5. TYPICAL CONCRETE SIDEWALK, RE: SD9 - 5 & 6 6. PROPOSED MONUMENT SIGN - BY OTHERS 7. CART CORRAL 8. WOODEN TIES, RE: SD9 - 11 9. RAMP WITH HANDRAIL 10. LOADING/UNLOADING PAD 11. SOUTH BOUNDARY WALL 12. WEST BOUNDARY WALL 13. GREASE INTERCEPTOR 14. TRANSFORMER PAD 15. FIRE DEPARTMENT CONNECTION 16. INSTALL PIPE BOLLARD, RE: SD9 - 8 17. CLEANOUT 18. SITE LIGHTING 19. FIRE HYDRANT 20. FLAGPOLE - 3 -21 -14 21. ADA PARKING AREA 22. STD. C.O.B. COMBINATION SIDEWALK 23. ADA RAMP, RE: CALTRANS STD. PLAN A88A 24. CURB AND GUTTER 25. GATE VALVE, RE: SD9 - 9 26. STORM DRAIN STRUCTURE 27. SANITARY SEWER STRUCTURES RE 28. TRUNCATED DOMES, RE: SD9 - 7 29. SPEED BUMP 30. GREASE CONTAINER AREA 31. PROPANE TANK SLAB 32. COMPACTOR TRACKS 33. COMPACTOR TRACKS SLABS 34. TRELLIS 35. GAS METER 36. PLANTING BED & ROOT BARRIER 37. DOWNSPOUT CONNECTION & TRENCH PAN - SOLID COVER, RE: SD9.1 - 6 38. FLUSH CURB ASPHALT EDGE. TRUNCATED DOMES TO BE YWIDE. 39. SIDEWALK PLANTER W/GRATE 40. BIKE RACK 41. FENCING 42. STD. C.O.B. STREET LIGHT 43. OFF-SITE PAVING 44. WHEEL STOP, RE:SD9.1 - 9 45. NEW C.O.B TRAFFIC SIGNAL. RE: RUETTGERS & SCHULER SIGNAL DESIGN PLANS. NOTE: ALL DIMENSIONS ARE TO FACE OF CURB PROPOSED LEGEND SITE PLAN WEST 1 11 301 NORTH S ,'1 -1 l'1 �1 �1 REVISIONS ARCH. PROJECT NO. WIN I 19NEW DRAWN R17 MP, JG CHECKED CM, SN SUBMITTAL DATES 021/27/13 05/09/13 06/24/13 OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 a c� �A�L� 18 1 - el 5, 00 c0 No.46765 E C IV I OF o w o�� w�� � � w o � 00 SHEET TITLE SITE PLAN WEST SHEET D4.1 KEYED NOTES 1. STANDARD CURB, RE: SD9 - 1 2. ADA LANDINGS & RAMPS, RE: SD9 - 7 3. STANDARD ASPHALT PAVEMENT, RE: SD9 - 2 4. BIKE LOCKERS 5. STD. C.O.B. COMBINATION SIDEWALK 6. PROPOSED MONUMENT SIGN - BY OTHERS 7. TRELLIS 8. CART CORRAL 9. WOODEN TIES, RE: SD9 - 11 10. SITE LIGHTING 11. FIRE HYDRANT 120 STD. C.O.B. STREET LIGHT 13. ADA RAMP, RE: CALTRANS STD. PLAN A88A 14. CURB AND GUTTER 15. GATE VALVE, RE: SD9 - 9 16. STORM DRAIN STRUCTURES 17. SANITARY SEWER STRUCTURES 18. SOUTH BOUNDARY WALL 19. PLANTING BEDS, RE: SD 12, & ROOT BARRIER 20. FENCING 21. COMPACTED GRAVEL BIKE LOCKER PAD - 6" DEPTH 22. OFF-SITE PAVING 23. MODIFIED C.O.B TRAFFIC SIGNAL. RE: RUETTGERS & SCHULER SIGNAL DESIGN PLANS. NOTE: ALL DIMENSIONS ARE TO FACE OF CURB PROPOSED LEGEND PROPOSED CONCRETE PROPOSED ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED STRIPING, RE: SD4.3 & 4.4 MEDIAN HARD SCAPE, RE: COB STD DETAIL L-12 MEDIAN LANDSCAPE, RE: COB STD DETAIL L-12 AS GRADED 3 -21 -14, SITE PLAN EAST 1 11 301 i NORTH REVISIONS ARCH. PROJECT NO. WIN I 19NEW DRAWN R11) MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 0 a� C) W O M U oa b 44 r 4 00 00 01, No. 46765 E 6/30 16- I V OF u � W a � � U ao � �4 SHEET TITLE SITE PLAN EAST SHEET SD4.2 AS GRADED '. •- 3 -21 -14 60.02± ... .... ........ .... .. ...... ....... . ... . ...... TA . .. ........ ... .... ... 59.94 . ... ... ... TA 5 9.3 7 TA MEG TA 60-11 PROPOSED CROWN 60.31 TA J.50 59.55± 36C GRADE BEAK LINE --- --- - TA Ir L44 6 0.3 9 TA P A NAMA LANE TA I9. ...... 5 •60.34 ... 60.52 POSED CROWN PROPOSED TA ....... .. TA TA 6 0 .59'03 1 9,_ TA NN-_,�_TA TA GRADE BEAK LINE TA 60.75 •JA .051 ---360 59.89 60.46 59-19 3 59.50 _f0_ - - - _f0_ _f0_ _f0_ _f0_ -fo -fo fo- -fo- fo rk A fo - fo fo fo 10 fo fo 0 fo fo fo fo fo fo 359.50 0".. . ...... ... .. . ..... ... .... .... .... .. -------- ... . ....... ..... . ..... . ....... ..... I.... .... ........ .... - - -- ------ - ....... .... .... . ... .... ... .. . .... .... . ... ... ... .... ... . .... .... . . ..... :FL 5 9 .............. ................ 'N15 8.7 9 8.23 359.00 dOfe TIC 360.00 FL FL .00 .52 -10% I60.0 -T 020 q�RR 5.72 FL 58.30 -0.200 FL 60:06 o o r -a" k"D MEOW Gomm= 0. 2 0/,,o 5 's 80*57�25 963 i. U08T - 0, FL I dff% .1 _tA "am* 03 5' ......... ..... 5 t.16 59... FL II------ ... .. .. . .... 16a .............. ...... 7,42 E' TC TC .... ...... .. ..... % .......... . ..... ...... . I ONE" ------------- ......... 64 FAMAdO 8`5 7.25 "E 48.78, 59.36 46 5s .......... .1 . .......... ........ .......... .. ..... . . .. .............. .... . ... . ;T-�- ......... . ............. . . ........ . ............... .. ....... ....... ....... ........ ........... 0 0 30 148.00 60.36 TC T F TC ............. .00,59p.p"5 9.3 8 8.441 1 O'WIDE PUBLIC TC _GR_ --W 57.59 TC TC 58.60 60.07 • TC 5 GR_ IDETUBLIe TC Z-60.28 UTILITY EASEMENT 58.89 60.29 .i• ............ .._ .., .... • 59.88 UTILITY EASEMENT TC 59-18 .20 .... ... 58 GR 58.71 GR rl-z 58.02 60.25 t I 5 8. 8 1 TIC FL 59o.0*r59.04 GR FL PARCEL LINE •• ' - .. ... . , I' W , I o I �'"j • A � 5 8.64 GR GR GR TBC 58.51 X59.03 TBC 59.57 8.9 8 5 9.12 B -11 X58.63 . ... ... 57.79 •"L 45opo7oI GR 0 PARCEL LINE 59. GR 0 I: °...., � I I o .� - ,� o TA 58.49 ,60.24 9.10 58.08 TBC 58.99 TC ROUG" GRADE TC OUT P�KRCELS 5-- f TA 58.50 E ROUGH GRAD 0 ROUGH GRADE 0 E: Isb COMPACTION & GRADING NOT TBC 59.0 GR OUT PARCELS ROUGH GRADING FOR ALL OUT PARCELS SHALL BE OUT PARCELS TC 60.25 GR • SPECIFICATION SECTIONS GR IN ACCORDANCE W C> TC 5 9.27 TA 58.75 /-60.25 TBC 59.25 Z-58.20 3.5.A 3.13.A.1-2 & 3.141".1 ---��58.99 59.44 GR GR c 5 9.6 2 /-60• 17 8 20.017 TA5 8.8 8 TA c S89003'1 I "E T 58.91 'P T 'I PARC-L-i-L-i u q Q TIC 58.86 ri A PARCEL 2 GR (Irmo TC GR 58.95594.3�r s6! 00., 5'WIDE PUBLIC FLOWAGE v/0"__58.86 5 9.3 6 \Tc I T 8.86 58.88 &DRAINAGE EASEMENT GR TC GR X5 So7�. TA .sqo. P7 :�/359.00-- 59.45 59.6059o.W 57.42 TBC 59.36 T 60.18 $8.00 29.50' 0 148.00 59.32 58.96 "Emma 10111 T ........ SOOOOO TC S88057'24E TC TA 59.30 10 58.07 1 A 59.95 N89059'59"E TBC 59.80 360.00 TC memo -t2 J- N4305,71 TC STORM DRAIN LINE #1 % TA TA 60.26 60.12.:. r7' 59.97 RIM 59.78 57.97 RE: SD7,6 5 9.46 T C 60.76 .. ............ ....... ............... ................ .......... ............. ....... I ..... .......... ...... ...... . . ......... ........ �n� ........ ......... t............. ............ ..... ........ ........... ...... ......... . .............. ........... ..................... ........ .... .......... ...... .. . ................... .......... ........... ................... . o - - ..... ........ ........ .. ..... ........ . ........ . . ... ... ................. . I' - ... 1 ....... ......... ..... f ....... . ...... ............... .. .......... C�Jl • .. - ------ 3 ........ TA 59.6 TA 59.47 so TA 58.92 CB TA TBC 60.13 TA 59.25 59.92 TBC 5 9.97 TA 5 8.84 F 7 32 TA -4 TA TA 59-15 TA 59.17 • U FL TA TBC 59.42 TBC 'A X0.29 TB 57.44 5 9.2 5 GT 58.68 59.17 59.40 TBC 59.34 TBC 59.65 TBC 59.67 59.75 T C 60.4 • T.B 5 8 0 58.72 + 2 43 0+00 1+00 B TA 60.30 60.25 + I M s D SD SD SV SD SD SD SD SD SD SD SD SD SD SD :T SD SD SD SD SD SD S SD 1. 0 BC 60.8 C 6 .75 TA 59.93 TA 60.25 60.43 /6, 1 TBC 60-88 TA 59.91 J-5 TA 60.39 TA 59.75 TA TA 58.96 TA 59.45 TBC 60.7 TBC 59.46 TA 58.99 TA 60.1 TBC 60.89 C 59.95 TBC 60.25 TBC 60.41 TBC 60.43 0 0 TBC 59m49 TBC 60.6 TA Tc TB -------------- - -- ------ 60.59 .00 60.7o tu T, c TA 59-12 ou. 7 + .. . ... ............... .... . tT 60.41' C/TA 5.7.58: TBC 59.62 L A ai&-07T, L \V 6 0.07 -3.2% 57.25* TA 60.18 B C TA 6 TA 59.22 ------------ ....... . . . .... . ...... TB TC/TAi BC 60.68 TA 59.74 57.6 I'Li 1 1 r TBC 59. C 60.0 TA 56.92 . . . . . . . . . . . . . TBC 57.42 TA • 59-13 TC TC TA 59.74 TA 60-04 TIC 60.76 -2.0° p STORM DRAIN LINE #31 TA 59.27 TA 60-10 RE: SD7.6 TA C 60.54 TBC 60.24 T C TBC 59.63 60.86 TBC 59.77 TC 61 TA 60.42 61.00 TOW .00 TBC 60.24 TBC 60.60 WIDE PUBLIC FLOWAGE TA 58,40 5937 TA 60.06_/ TA 60-24 9 A 60.23 CIO 1. - 2 T L TA 60.29 5 CB-10 TA 59.59 5937 67. 61.00 TBC 60. TA 59.74 TC TBC 60.56 TBC 60.74 TBC 60.79 TBC 60.73 TA 5 TC & DRAINAGE EASEMENT GT 58.00 TBC W90 TBC 60.09 7.13 TA 59.06 TA 58.94 TBC 60.24 TA 60.42 5 *t TA 60.24 TC 59.13 TA 60.29 _�o I TA 59.75 51k 5 1 TA 58.35 TA 58.27 O TBC 57.63 59.37 TA TBC 59.56 TBC 60.79 TRENCH PAN� TBC • 59. TBC 60.25 TBC 60.92 58.84 TBC 60.74 A 60.31 TBC 58.85 T TBC 58.77 TSB C 60-81 "TBC 60.67 TRENCH P TC.. i A 60,17 BC 9.01 a 8 a ; • RE: SD9.1 6 AN 6 1 6 1.00 TC RE: SD9.1 6 TC :7 TA 59.00 MAJOR'l' 59.27 TIC 59.3$ 59.37 T 61.00 0 TA TIC 988 SQ. FT. TC /TA TB 59.8$ I88 T - ---------- -1 ......... 59.35 ............... - - ----- 60.,88 6801 PANAMA LN. TC T 59.22 61.00 rr 01 IF1 TC TC FFE 361.00 TA 57.56 57.1 61.00 61-00 DING LEGEND 58.06 TBC GRA f 9 .... ..... .. .0 SHEET SD. • MATCHLINE TC .. 100 PROPOSED OF CONCRETE' ELEV. R ADING 0 ES CONTD. A I N AC-.11:� 1D T ANT e 17. PROVIDE FOR THE FACES OF CUT AND FILL SLOPES TO BE PREPARED AND MAINTAINED AGAINST EROSION. IN NO FILL SHALL BE PLACED ON EXISTING SLOPES STEEPER a THAN TWO (2) HORIZONTALLY FROM TOP OF CUT SLOPE TO n in 301 201 Q�4 221 301 NUK1HWt',J1 LrKHiJ11Vu a Lnr�11VAVL 1 L[ >�. 10' 81 ANDSCAPEI EASEMENT PROPOSED ROUGH TOE OF FILL SLOPE. 100 21 GRADED SURFACE 21 (SLOPED AWAY FROM RIGHT-OF-WAY) 19. EXISTING TERRAIN SLOPING GREATER THAN FIVE (5) HORIZONTAL TO ONE (1) VERTICAL SHALL BE BENCHED AND KEYED TO SUPPORT FILL. 20. CUT OR FILL SLOPES STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL REQUIRED THEIR STABILITY TO BE CERTIFIED BY A CIVIL ENGINEER OR ENGINEERING GEOLOGIST. 21. AN OAHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 2. o '2 "/O I . .............. . . .......... I . ..... ... . . ...... . ----------- ------- . .... ........ . . ......... ........ . .......... ... . ............ .. ..... . . ..... .......... ........... .......... ......... . .......... . ........ . . ........ . ...... ....... ........... .. . ........ ....... . .... ... .. .. ... ... ... . . . ..... .... .......... ........... ......... ... . ........... *. 77 .......... .......... i "I., . . ......... ........... . . . ........ . NOTE: SUBG RADE TO HAVE . .... ...... .... -- -------- 0.25'TYPE I&A.C. over 0.51 95% MIN. COMPACTION PER CLASS 11 A.B. over 11 min. ASTM D 1557. MOISTURE SCARIFIED, MOISTURE RANGE IS - 1% MIN. &+'.--I'% CONDITIONED, & MAX. COMPACTED SUBGIZADE. CROSS SECTION: A LOCAL STREET - CACTUS PATCH DRIVE AT STA: 14+82,46 21+32,05 N.T.S. 201 NORTH 15 } TO w *55'- 70' EXISTING NORTH SAWCUT 6' - 9.751 101 LINE �*46' - 64' * NV SIDE OF PANAMA I /1\ ANDSCAP PROPOSED ROUGH NOTES: LANE 2 EASEMENT GRADED SURFACE 14'MEDIAN (SLOPED AWAY FROM SEE PLAN SHEETS V FOR HORIZONTAL *VARIES 2T 241 RIGHT-OF-WAY) I I MEDIAN, FLOW LINE k,-- 2. 2. 0 % A4IN. 3.5% A4AX. AND R/W TO CENTER ........... LINE LAYOUT ............. . ........... ......... . .............. . ......... ------ .......... I.- ........ ......... . . . . . . . . . ......... ....... ............ . . ......... I . . ....... ......... ....... I .......... I . . . ........... . ........... .. ...... .... �-. ......... ...... . . ......... . . ........ .. ......... .......... ........... . ......... -------- ----------- ---------- - ----- B .......... ...... CROSS SECTION .........• : ...•....:.: ;.•.......• .4' min. NOTE: SUBGRADE TO HAVE 0.5'TYPE'A'A.C. over 0.6' CLASS 11 A.B. over 1 95% MIN. COMPACTION PERARTEIZILAL - PANAMA LANE SCARIFIED,, MOISTURE CONDITIONED, & COMPACTED SUBGRADE. ASTM D 1557. MOISTURE RANGE IS -1% MIN. & +3% AT STA: 36+77034 - 50+00 N.T.S. MAX. t1jk_l 100 FL 100 GT 100 TA 100 GR 100 MEG 100 TOW 100 PROPOSED 'TOP BACK OF CURB' ELEV. PROPOSED FLOW LINE' ELEV. PROPOSED'GRATE'ELEV. PROPOSED 'ASPHALT' ELEV. PROPOSED 'GRADE' ELEV. REVISIONS �>FIELD CHANGE ARCH. PROJECTN O - WIN119NEW DRAWN RI, MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/131 OTB DATE 04/19/13 I CRITERIA SET 97KW-CR22 PROPOSED 'MATCH EXISTING GRADE' ELEV. PROPOSETOPo F WALL' W ELEV. PROPOSEDG R AD E BREAK ELEV. PROPOSED SLOPE PROPOSED CONTOUR O EXISTING CONTOUR W �� Qw ©`� 00 00 A No. 46765 E=_62/30_1 A �t C I V OF CX0 z xW �av � Q o�w o¢z� z 0 O 'moo TITLE °aw 3�r� NORT WEST GRADING & DRAINAGE PLAN SHEET SD7.1 IATCHL INE S HEE T SD7.1 R/W 7\ TC 1 TA r . . . . FL ... . ... 59 TO TA:60.31 61.00 .00 T WET/DRY COMPACTORS 5 9.0 5'*-,-, TBC'60.81 7.14 67.1 TA FFE: 361.00 60.17 STORM DRAIN LINE 3 TBC 60.67 TA .5% ......... RE: SD7.7 00 TA 59.72 TA 60.22 58.55 CIO �'' jl ... TBC 60.22 ----359-00 �TA 60.23 TBC 60.72 0 TA 60.23 TA 59.65 TC �"�A-59-- TA 60.03 TA 6 0.06 MAJOR'l' TA TBC 60.73 TBC 60.73 TBC 60-15 60.40 TBC 60.20 TBC 60.56 TBC 60 53 90 TBC 60.30 TBC 60.34 TA `60.31 59.00 .. ........ • 88 988 SQ. FT. TBC:60.81 y0/ .0 O ...... TC TC 60.20 TC TC 6801 •PANAMA LN. :60.5 :ir 37 60.58 T 3 60.21 • ,: FFE 361.00 V �v 0 O % TA ....... D8 .81 0 ss tr •17N TA T Tp `03 T 4 9 T TC 58.75 Jf TC O TA:59.90' TC TC TC TC TA 59.70 TC TBC 60 40 58. n5 TA 0 60.61 61.00 60.29 60.48 TBC 60.20 60.50 ................ TA 59.94 D3 . ....... TA 60.10 59. TA 59 7 CIO '359#00 T 60.21 .90 TA 7 TBC 60.44 TBC 60.60 TA 60.03 TA c TC T C 60.71 TBC 60.40 C 60.27 TBC 60.53 LOADING/UNLOADING DOCKS TA 60.13 TA 58. TA 59.53 2 0 61.00 CB-9 TA 5 8.5 TA 59.15 l ` 158.76 .6 TA OA. 0 FFE: 361.0 TBC TB 60-63 TBC 60.03 + GT 58.04 TBC 59.0 TBC 59.58 TBC 59.65 'T- 'b'0 TA 58.85 To, 'C6G 52'., 9 TBC 59.35 1 1( TC EFE 67, -T 'TA 59.4 -Tc 6 1. 0 0 0171 • z z y W/-" 5%: .... T JL C f5 ,f1f �f TBC 5 2 . ......... .. .......... . .................................. ......... . . . . . . . ............. If -0 TA 5 76 woo 61.00 ........... ........ ....... SD SD SD SD SD TA v. TC . ....... ........... T IL .. .. .. ..... 57.00 TA; 57. 5 T 0 C 5 '60.31 T C 59.62 TBC 58.7zs 5 6.9.6 57.00 FL TBC; TA 59.12 TA 58.28 GT L T '60.81 r= -T TA' TC .86 ..... I T 6.48' TC 57.00 •D• '60.13 1 SD,, TA 58.41 now •TBC 60.63 TA 60.0 T 58.98 TA 59.30 TA 60.00 8 0 0 '7 0.- 0141 ........... TBC 58.91 0 A �70-% TC -RlAC FLOWAGE •T C 59.48 TBC 59.80 5'WIDE TBC 60.58 59.88 T A 5 9,61, TA 60.19 & DRAINAGE E TA TA 60 91 TBC ...... 59.4 • TA 00 TBC*.60.7 3 8.86 TA 59.53 TA 59.67 TA 59.98 TA 60.04 BC '60.31 T 60.04 TC 96 TA' TC :60.54' C 60.81 58.98 TBC 60.03 TBC 60.17 TBC 60.48 TBC 60.54 61.00 r. TB TB TC/ 'TC 60.49 :6 0-'7 TC TC TC 0 :: r . TA 59.96 TC TC' 58.86 TC 7. 7 TBC 60.55: T13C 60.46 5996 TA 6`45 59.99 iso 57.70 TC 5 58.86 .......... . .. ........ 3S6) 00 . ..... ........ 83 3 .00 00, ff1 4 �6 60. 76 o TA + 5% TA:60.45-/� TA 60.23 -.-.58.64 58.14 TBC60.83 Tc TBC 60.7 TA U.07 59.8 12- : 58.32 ............ .......................... TBC; 60.32: TA 60.19 q TA% 59.82 .................. CIO TBC 60.69 TA 59.74 TBC TA 59 TC d T A;60.31 -5 O/o TC 60 TBC 60.32 .04 TA 60.23 60.57 TBC 60.24 -� TB 60.05 :all 60.63 STORM DRAM.LINE T TBC 60.73 TA 59.89 TA 60.06 TA 60.13 -1.7% TA 59 48 TA 59.03 > I Q RE: SD7.7 -0 J:mc TBC 60.63 TA 60.22 TBC 59.53 TBC 59.98 `60 39 TBC 60.56 TBC 60 TA 60.22 • TA�60.31 TA 57.94 q is TC TA 58.0 TA 58.78 TA 59.07 TA 56.92 TBC 60.72 TBC 58.59 TBC* TBC 58.44 57.6 TC TBC 59.28 TBC 59.57 TBC 57.42 FL TC • 61.00 \TA,56.89 I 3S0q 57.3 0011, MBiZ 57.3y 66.98 TC/TA-: 5 0 60.75 TA 56.75 TC 5%........... .............. ......... . . TBC 57.25 61.00 TRENCH PAN ............ .............. ........................ > TC TC FL TRENCH PAN TC RE: SD9.1 6 TC TA 59.63 60.88 TC/TA' o9T5 6.9 •8 60.81 RE: SD9.1 6 60.79 60.67 eE TBC 60. 6100 ............. 13 ti FL........... . ...... ............... ....... ............... .......... lllll.,..�l...l.. ............... ........... ...... ...... 56.72 .2 0 61.51 o TA 6q�31 kr) .0 0 0, kr") FL BC 57.27 M • TA .41 TBr`0 81 156.97 STORM DRAIN LINE #2 TA 60.22 B • Tk,59.67 J-7 TC/TA TA 5 8.14 1. -- 'i 4,Q =1 TA 57.96 TBC 6 091 360.00 =Zac- n, TA 60.Af"..1f TA .22 TA 59.23 TA • 59.20 M 05A /.W TA 58.65 D+ 0 60__T17 RE: SD7.6 TBC 2+ RIM 59.69 'jB C b TBC 58.64 GT 51�50 00 10. 60.64 TBC 58.46 T13C 59.7 .00 % C 60.72 TBC 59.73 TBC 59.15 SD SD SD SD SD SD SD SD SD Sl) SD SD --3-+ - -------- - ----- - SD SD SD SD SD SD SD SD SD SD SD + SD SD SD SD SD SD SD SD SD SD sb SD SD -6-+-00 SD ST) SD SD SD SD tD S SD SD TA 59.73 D JD SD SD SD SD SD SD SD Sao °oo'0 "E tih 62.591 SD SD SD TA 59.75 -tD S SD SD SD TA 59.32 TA 59.05 TA 58.80 TA 58.87 CIO TBC 60.23 TA 59.51 TA 59. 3 TA 60.23 TBC 60.25 TBC 59.82 TBC 59.55 J-8 TBC 59.30 TBC 59.37 TBC 60.01 TBC 60.13 TBC 60 .73 ... ........ ............ ...... ....... ........ RIN"7.89 .. ......... . ................ ........... ......... ............ ............... ------- ..... . .. .... ........ .... ........... . ................. ........ ........ ..... .... . ...... ........ ......... ............. .. .............. ...... ; ............ ............ ........ ................................ ........... ............... .... .......... ........... .......... ................ ................. ............... . .......... . .. 7 TA 58.68 TA %% TA TA .. .... cc TA :c 5'WIDE; PUBLIC FLO TA5W0.16 57.10 59.36 TBC 59.18 59.02 STORM D 58.8 RAIN LINE- #2 59.18 9.53 FL TBC 57L.50 TA;58.99: to .65 DR AGE EMENT & AIN ...... 7/-o RE: SD7-6 TA 58.68 JQ 57.08 TBC 59. 1� ----------- /TC 57.83 o c GR T 59.56 G R 57.56 TrA 59.39 FL GR TA 59.69 ------ 59.97 CB#6 . .. ... ...... GR .......... ir" ""I NO 4 �0" 1 111-1.1 59.18 6-\ TOW B 72 60.21 59.3 FL 58.77 N460WV48" ". E 16.46, 59-0, 60.06 TBC 59.89 60.04 58.76 59.59 TA 59.15 LTA 59 22 GR TBC 60.19 G- R TBC 59.65 T 59.40 TOW I5.7 6 E X G EX 70.3 P/L Ex GK, 70.3 TOW TC,,.- EX GR 70.3 EX G.R. TO w X -R G..."DING LEGEND 57.81 9 '99 66.3 EX GR . ....... 66.3 LFL TC PROPOSED70R.-OF CONCRETFELEV. 8, 57.10 00 TBC PROPOSED WALL PROPOSED TOP BACK OF CURB'ELEV. SEE STRUCTURAL w w SOUTHWEST GRADING &DRAINAGE PLAN 3 � NIITH FL 20 100 PROPOSED 'FLOW LINFELEV. 30' 30' 4.4 ilk GT PROPOSED'GRATE'ELEV. 10 20 22' 8 LANDSCAPE 100 EASEMENT TA 21 2 PROPOSED 'ASPHALT' ELEV. 100 OR 2.o%. 1 !11110, PROPOSED 'GRADE' ELEV. ...... ....... 100 ....... ------- ....... ........ 117 .... ......... ..... . ........ ......... 1. ....... ........... .......... .......... .......... ........ MEG i -77 7 ......... ......... . . ....... 00, PROPOSED'MATCH EXISTING GRADFELEV. . ........... ........... . ......... ...... 100 .......... -------- .......... . .... .......... ........ ........ --------- - - NOTE: SUBGRADE TO HAVE . .... . . . . . ......... 0.25' TYPE B'A.C. over 0.5' 95% MIN. COMPACTION PER TOW CLASS 11 A.B. over Fmin. ASTM D 1557. MOISTURE 100 PROPOSED 'TOP OF WALUELEV. SCARIFIED,, MOISTURE RANGE IS -1% MIN. & +3% CONDITIONED,, & MAX. COMPACTED SUBGRADE. PROPOSED GRADE BREAK CROSS SECTION: A -0.3% PROPOSED SLOPE L(�CAI� ST - CAC TLTS PATCH DRIVE D-D"D",QEn C"XTrrnTTl? y v v AT STA: 14+82.46 - 21+32.05 N.T.S. EXISTING CONTOUR I GRADED 3 -21 -14 .111 fA ; I I I .0 I I : .- J�)O-%jm I I 09=k 09=hk 09=k 09==hk 09=kh 09=k 09=hk 09=k, . I ,. ... ... . . 115 I I I 9 . . I I I I : T C 59-157 / : -1- 1.1-t. 11 It I : ; I .a.... I \ I I : MATCHL I I - ; I \ 11 I ", I . ,I ..., . ** I I . . .. - .." I It . I - . 4 ' ; - It '*-. : I- . NE - SEE SD7.3 . I .. . I... - I ... I ; . - ,�,:; -, % I I TA 59.11 / . , I . I . . ".1 : . I .I. I , , . . . 1 *** • , . A, , I - - f -6- �Ozzn-- I ` 0- % I. , I .. 0 ,I- ; . ', . . . . . .. I \ ; I..... . . I . . . I I TBC 59.611 : \ . � .. .. �v I.' .,; I i < . . 4 . 11 , : ` , 4 . : - ,. .. A. W I : .. .. I *.- I ... . . . , -, I , " .. : I (::) . 0 .1 , , . . * , CIO I * . '. : �.. . '. I - % , -, ..I'- I .. . . . *'* '. . . q 2 "I : Id '. � 5 ;. . � I . , � * TA 59.75 ,, TA 59.60 TA 58.91 TA 59./16 TA ' . cn 4 t . 'I,--, TA 58.97 I.' '.. .-* -0 * : . * I .. I I, <:> . I 1. I - I I . '47 1 . ; ) \ <=) <::�. ; : ; 4 1 ` GR .. . 1:1 ; I � � . --,- GR ., - , ,, 5 --�'-'-' .. TBC 60.25 "-T--B-Q60.10 TBC 59.41 TBC 59,1166 , 0 . . ...'> - . . , 9.87 1 : , : , .. . S. -�-, IzIll ! . -----, V) � :" N% I (: TC TBC 59.47 TA 59. 1 0 1 : �l .. C:) I I . TC I . ,\ F i. TA 59.10 TA 59.13 ' �-- I., <= LI-1-1, " . . _ '" ' .. 1 59.47 1 : TA 59.18 'ell f 59.39 ' ..., - ,F58.74 .47�-�.." :, i, 1%, : . . 10 HIDUM : 910]HJA TBC 59.60 , *. .., : I : ., C:) . loycmoo i . .. � .,d A V - I p . . - . . *** . 59.6 . $ ljVcm03 ; ; ; i � ; � 1% ..*. ".. I <= ''. T713C 59.60 1 I I ; TBC 9.63 -:11, ,; .,. .. PARCEL 6 59.26 1 . ; . I I , - I = I : I I �-_l I ; � , . . ; I � TBC 59.68 . ; 11 . : % . I : % ** I � , . I : I % 1� . � w . . 11 .. : co 11 � 1-11 'TC �. i I --"" ' **' 1:� . . , t I : I . ; I : ... ! , : i : . I - . . : ... -. ;.1 1 I " .. .. . �. .. � 1 4 . 4 .- , , � \ ; TA 59.50 %-. ; I , - .. .. . I I 1 $ : : I -, : id - : .---. I --,..,,.,-,.,..-- -- , � I -q.. .---. I . - ,, .. 0 * I \ ,'.."...'.......... . tQ . . ; N, : I .1111". ..... TA 59.32 1 : � .:.......1-1-1111 -........: -- ..". ...", - ", ..,:.:-:l:-;l .. -, ... - . . .-X-----, * . I -- : -* , `%. . 11 11 59.42 1 . . I : ---�--359-00 : � A.. .. -2 -V T-1 *---I Ir n 00% ... 00 I I I . . I . TB C : I : -------------- -- ? low�����=w��.. . , 60 -.,-- - : 004 ------- . . . � . - ., 1 4 ! , ------ I -0() T C ,,,, ----' • % I - : . . --- jy- . Vp.. I,.- 110 000 'I'M � � MM � MEMO awas � Row, Row, � w,, ,wo, � � goog gogo olommmo�M" GRIND � � RIM& � ARM ammis � now comm, .. '� i I .--,I. : TC - .. -1 IDA.-, . . . v, V . , . . 1, MOW . .4 . ; " ,4 . . I . .. I . V : \Ile--- ; 11 --�- I : - . V . .. N89034'52"W 253.14 . .. . . : . . . 11 ; '59.39 . . : .,. I I $I 11 11 , - V I - . ,.,[ . 19 � ,q-. 41 %. : I I 19 I � . W I ..." 1, ' ' . r -.... - . V - . :. 1, ... . . . 9.5 1 ; I - .. � . .,V, . - A I . � " , . i I ; . - � V, � . .. . 11 ... I . . . . I I 1 5 .48 , --!. - - . \ . I I . .... . 11 - � , . .... "I . . .4 . . .. .. 1. . , , , � � -..'-. .� - i: It . W % ----- -Rcl 5c) .1. --,..`.-.-`. . .. . . . . - . Iq - - \ ----I � - . - - `�:, -�: - * -'.',: '. . - . . .. . . 1q. . 10 , --- I � � -,-� I 0-s I ---,. - - ---- - - V - . - I --- I - - R9 �� ---- �'. --�---.--,--.-,l ....., ,.,-,.,---"-.,.,i�.*,..,.."...� ,V.V , . � --- -- I - !p * . .* .� � . .. % 4 .4 .. . q I . - I . � -a - � . " � . , . . � . . � . . - ..: -.O. 1-�". 1. . I . . , . � . - 09190 1 1 - -:� I . .. . , . -..;,* , . ,,., .. , .... .. - . ♦ � . .N. .,. .V . - I I I � �--TA 59.39 , .....-i''... . - ---.. - - -- ', � . , . - . -- - V . . . . . . . 19 I V I . .. � . . . . -- --- . . . . : ? . . V . . .. . . . I . - .z --:--!,! .. - - . - - . . ��.'-�.--,.,.-.',.*.,*:.,,..-':.-',.", . ., .,-. � . , . I 11 . I � . . . .. V . 11 . - - vil . V � -` ` - � .. - . - .. . . M. . . . . - . - � , .. , , . . - . %I . . V . 1q. , . .. V. , . .4 .- : : .1 -9 /.,. 19 .: . - - -�*-`-�l-----*,.:'ll'--. '. �.:--.--..�.��:'--'..""-,.--.',, ---.- .:'--'," - - - GR . . .,y . . . . T .. . .9 . % . ----- I. Iq . 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TBC 59.89 !�.:,,'...:�,..,."..",.,.*-.....-:�:�..;,;; ROUGH GRADE . . .. . .. .. . .. . 9 .q I O' WID . . .4. . f. . /.. : . -. , f 59.02 . . .. P. -11q... . . V'. - I1111- V, - .. VV � .. . I . .V .14 . . . . - .. . �-- -:� -`.V�-,:,--,�,.;*-..:-..- . 1 F58.70 , , I' * . , . . V . - - - , - , .. 1W : i -:. : - . W - . . . . . 9� 10 .. .."..... .. - - - . . . .1. : - V ..,I. .. . . - - . -.-',.,-.-'-.:.`,--`----- " It. : ; . . - . . - V] ". -! . . . . *1 7''4 m: . . . . W, - . . • �-,.....-,-..,.�..*..-*,,.*.--.',.",,.*.,..,-,�.*-,..-� - * ., OUT . - - .Vl _._.[ . - . . . . , ..... LS Y EASEMENT . . ... .", .. . - q 11 . ----- ---- - - - I --. . - V -- . . ,1.1,9, I .. -.. : -.. . I 19*.- • 1. ". I 1� - . ? .,q . . . - . . 11 0 I - -I. - , . .,.'. .. - - 11 , ld- -4 . . * , - i I .* � . . - : I . . . . . . I .. 1. . : .. . . , . : ---- \ %. -.1 - .,.,-. , 1`1 I 1. ..... -..,:, : : V - . � 11 ri--� .. . - ". .- q - . i - - .4 ,- . 9 _� . . - I r I 6 . . - I . TC 5 9.8 5 . . 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I . : "'11--l", TA 59.23 1 -,-....-....t-...-.--,,�,....-..,,-,-,..,--:.-:.'�..- � . ... - A' � kn, I * -�-,- �'. . � ....... �-:--�:*:;4 --,., . ".""'..,", . ....... : - . � ....... ; ..:, ,..;.::p .........., I . '-.. � TA 59.39 .... " ., - ........, . ... .. - 1 59.49'1 ; - .. - .. : I : I , - ., , .: . " TC - ` : ; ". . - ....:--,:-,. .,7 w.-- - . ♦ . : I .. . ! : : e . ,�:,:.,-.,.:::'..,",:-.'-.-�.:.::,.� -. ,:. . . � � . .; � -0 . � ! . ; � . . 11 11 � . ... : "Ill I �:... .. .,:::.:.,..."".,::-.-..::-,::.'.':'.,-:-*...,:..:, - V , .. 11 . I : ---:--:-, - 0 . , $ 1 , I TBC; 59.89' . .: - .. ...; ...--:.. ,:.:,..�_1,_' ` I �. . - - . ; I d - - - � . 5 9.00 05&o , , - : � ..�%,*-'. -.-,::.:;-, - I Np, , ; I ; : (:� 11 �.�.-.4*.*..,.-',"-,.-:*,.,:,.".:".,:.�,:�.*', ... 19 • . 't , o I � . , . V- : � ; 11 -/ I ,-) *1111, TBC 59.73 . . "..", . -'. 1. . - q - - " , " , * ;:'�- . . 11 4 : . . : I ',%,. I ,%..-.--<l.%- :,,�.m....- . I 1. , I VEHICLE " . .. .. - - - - -- - 14 . . I _ , - - COMPACT COMPACT 11 ; 1 $ ; :�"",..,�,'*.-.-�::.:-..",:,,.-. I - -1 � 11 - : .. - '.. , . .,.:" '-�:.-.-.:--- . � 11 I ......... '. -, ..-..,.,.,. I IV .. ... - "...'...'...", i. ,*..: ........... ... " . , . - . I - . .. . - ::.. 11 1. i �--- *% - ." VEHICLE f I � ; I � .-. 359. 00 - ------'-` *% .. .":,. '.v,..-l:, - . -------- 1- .... , I i "ll----\,-: .'. . ----:!, . - TC . / . :.": .*,,*:-: ---J,.,---`,*`* I "...% ....." ` -.-.....,,. . . I : - - . . I i i I * - -.,-l----*-.",-,-.-;�.;,..... - . . v:, ; I . _: I : . .... i-ii�-- . � 1. 1 4 ` .... . - I 11 I - ' : - - , I . / *1% *-*., �,'--'-', .: -.:. -,.--.:�',-.,-',*".-i'�':�*.:-."..,.:::".�"', I :., : - . � ----�---- -- -,.- -,. * .*.. - . . - - I . - - .,.I, -. .-.,....,. - *- , , - " ", , . . - . . '* : . --: '. -�: ..*.-.1 -.,..-,..-:'.--: Ill.'--11- . 58.80 1 . - I FL I' -,%, .%"::.,,-.:.'-,*�::*::*, ..::� ,l. - m 1-.0 .. 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I ,*---.,;--,--*,----,%. 1-`-.`: I . �.,.%;.-. -.-.,:. .. • - ; . -..,.:-. . .., ,-.� ,- 11 %, . :, -1.5% . . owig �- TBC 59.39 1 : - ..,:: ., V �. : i 4. ...*., I � I : , • --1 - %. . . . � 11 . . . - � , : .. -,'.-.-..---.--. .:.:: TBC 60.10 RE: SD7.7 16A . --,..,-".,.,-,., �--,-..,.-�� .- ... -.-,'�-., * . � - - � � ' X I ;it �'. .''.- .... .' : . .:-,.,., ".-;': ..., TA O' . 4 , - �..:: . '.. . / TBC 59. '. ,*.,*"***'--'*�,*-,..,.:.�.I.:... ."q . : 11 58.78 . '.* k -, : .. - . . . -, - - - .. - . . .. : - I :* . . I- ...''-.--.,-- -�... . - �+... I . . . I . ,; ": " I . -- ... I I . . . . ... ..... - 'I I V 1. . I .. .1 I . . " '::.-'. I,': . TA 58.36 C:) uly ., ,!.'....-�,..*�.*.�-*�...','.,.��.-:;,::'�.',.. TA . .. �-- I . ... I.'. I . a . -, I I . ': . .1 i :, 1. . I , , , .. I - .. . I I. . *1 I I A F4 I. ". <=) TA 57.86 I:,.. I q* . ...... 410iOD '1�1 I 11 . . - ; ... . ".70 TA 58.40 TA 59.61,5 r--------;"-'- - OU V-Y-005 8. 1 7 . -0 I 17K �-, � , 11 . . I I.- I I . . 4 •-7 .. : / TBC 58.86 19���/e : TA 59.09 , I I . 58.26 .1 - I i � h..", / 1�� " I ..).- ` % : "* I . . 1�1 �; I - I ' I - ; I ; J 0 1 .. TBC 58.36 ",- �--- : I 11 . -.0 I. R5 N, 11000, . ; TBC 58.90 TBC 59.5 1 : 1. I r%Q lt -0 i I ; ; � . ; I . .. I .. : I . .�2 .. ..,,, I I : ill". % i ; . Z, ,\ ,- ; - TBC 59.59 "' PARCEL 7 �-� R 8.2 ll,'-- , , ., i I I , ; C I .', * I I., -bo ; i I - ; I . Ir - � - I .. 11 I : ' 111111A I 110MI, H131HRA .-. . . .I. . I . 11 i 1% .. - -'.."'."", V XV2110 ; WV NV910 : V x1vi'li WMID uxvalo .'I :- . I . FL.5 �. I I- � : � ... 10, - I . *** � , 01 I : -.-. : &V XV91D I .1 - I : ., .,.. "'.. ! . . I 0 I a ol ! -, - .... ---... I.. .. i I I , . - . rl t : • " / �� I � - ..... --.-.--.---........--------.-- ........... .I.."... I ; : ..� J, : 0 TA 59.24 ..*. . .. t I 4- 11 : I2 . I j! : : I ; : � 1. 1�- ; \ "I I I I : ---I------------------------------------------------------ 1. I ; ,,,, 1, ", ': I I .1 : ; 1.-� � el TBC 58.61 � -� At� i� .i'l ; ". .. F-1 • , " , It I . **. . * ; - I I , .. ... I It" � i : I �: : - . I / : : , TB . ; I / , 11 : i -",. I I I l I 1 14 : ; I ! I : . : . . I : I 1. TA oll � , " , : \1 TA 58.98 C 59.74 x r:� 0 I . I I I I r t I I : "' " . % I I 0 11 . ... Ix % 11 11 : I . I I : I I 0 : I I \ : / I 11 TBC 59.48 4 X � . . . . \ I 4 , : .--1 I I , * . I , ; : I " I t � : - I I I : � 026 \ . : , I � : : ..' .I % .. : I I � I I : . 11 i .... : I I `.,� � ; : ; \ I 1* .. I : I - : : : ; \ : . I .. ... . I --*' OF I . 0A : t� , I .11,x I , - - - - -- - --------- - / 01 : I \ . % --- -- ---------4- -.-....- .- -- . \ % , \ I I . ...... -- 4-- .- . . ..... 1. . ." \1 I : , �. I --,---, : 1 \ I : I ; i �*- . . . *1 : -11, I .: *... � . I . 11 .. TA - X-1 � ; \ : : \% : B-13' i V, : I ; ) . f 59.50 : GR �GR . 11 Ac�le 5,S8.11 1. ; "I - I I q , : - % .11 . . CB -0 � , k . ; t I � - TA 1 . I I , ... ' FL ; I I \ " : X I . � I . ".� I 4 1 0 � N GT 4 58.26 a \ I I � I 11 / I k f 59.26 \ : i I ".. i f 58.52 1 ul. ff�- I . I I I 01 e I I ii:A I I . : : I I . , , ; -,, I'll 1. 1. . 1 :11 : \ ; � % : : : 1: � �l -,""' FL . ! i . � % TA 59.43 X � I i 1 i TA : - : '.I . . * , : ,----, : I i* " , 58.05 TBC 58.�5 -;�! . � - \ 19 1 57.54 : fl 1 59.201 ,/ "' I I 1% , I. I - I I I 11, : : - ... : .., '1� I -t� 11 I ; ; ; 11 11 : \ . � \N ; *"\.-\. ; ; I i 11 I TBC 59.70 >'-' TBC 59.93 11 : . I 11 ; I 11 .1� I I 1: ...�l $1 \ 1. I , l�,-----f,--- I #.e � I . TA ; % I I : . ` m: I ; .,, v4a: I\, : TA ' .l., . . � : ; I . . .. . I I . . . . . . . . .: I -;,% 11.1 " I : c ..... '......, .1 '. " I .�-. .... I -le : . I 0 11 . 11. , *,", ;..," ... " . ,;. '' ! ; ; :1 CLEAN : CLEAN AIR . ; � . , : ; I., - I . .11 � " �-- I . ,��� I %%.. ! CLEAN " CLEAN CLEANM ; I - . . . I . �; - - . .. .. 7 .� I '. . .. D"."'. j.��, I . : 4 , . . -,--- . . . . , . . - - . . . A 58.51 "N"I'll I ; VEHICLE I VEHICLE : VEIIICLE I VEHICLE : VEHICLE .. --.,. . -- . .1 : ::. --,--�..--- .4 . 58.30 1 r " , .-P .. . ''5$ 29 . !:. . * a 4 ` * , . . . . -- - - . - , - - , , , ;. . -1 '.. . "p, - - , ,:. ::. ...- ..... . . � .............. I � I I - I , , -... p - - . .. � - , ....- ............ ;;, �.. ". � ............ .. ; .,.' -1 -..- ......... - - -.1 , --.-.-,-.-:-:-.-:-:-:-:-:. .!.. ... . .. *.'*'* ......... � .... ;,; ,,,, e ...'.1'.....'..., - .. � .,- .. . .1 . ... (21- , 1. ".-'.............'..'.. ',','-----.--.....� .......... - -� ................... � ....... .. .... : ....... ........ 11.1..,.'..,.-.-.,.......,.........�....,.. ".................-, ... .'-,'., .............. :,.,. I --- -'lal --- --l--'-'--- � , ......... � ...................... I V-1 .............. ; .............. - , � , - � . - � �-..- . . . I . .. % , , . , . . ..;.. 01*1: ..... ..... ............... : .............. .... .... ......... ;.." .......... I .... ......-.......'�'..-..,..,...-.,....�. ....-...---..-1 ,; ............ - - ......... . . ----------- - � ... - . . 1. - ..... ........ I , maw L- - , .. ... � ....... l--------.--- -- --- -.-. 1.� ....... � .... .1. . I I I ...... - . % . " I � . . � . . , .1 . . I . I '-p *: ., .. ,. .:. . ... . x TA 59.29 ...:., : I . , .. 4 . . 'X " , . % : Y . 111:1 . . I':. ! �. . ".- . 1---.11.�- ..... - I - . I I : �l / . .. . -1- : . . . . i .1 . I I TBC 58.26 TBC 58.80 , . - lr.",..-.,------"..-.-�.-,�'.-'- � ................ w .............................. ,...,...."......,...,.......,.---.---Cf ... �-� ............... . . . ;f-l/ --- I 11. I � .................. . .. ---------- �---- ..... - .p,----------------- .... ...... - ... � ., I ... '***-------,. I TA 57.76 TA 58.30 l/ , .... I'll, ... .......... 1. l."'.... - . - � ... - - - ... ........................... I .. -- .. - " '..., .... . .-", � '... .1. - , � , , --I 41 60.00 T - I , I .... "I----,--,-,-, ..-.-.--. ............ 11 ... F ............... .......... l--------- ... 1 ....... . �.. ..... . ....". T 59.01 f --------- 14 1 ...i. .... \ 51 WIDE PUBLIC FLOWAGE � X 14.1.", .. ! . : 1. , I , " **X - I . I . ,!, - I, .1 I \ I .. TA / : I �� .. . ., ..- , ... . x TBC 59.79 '��-;- � . -,' :.'. TA V) I . 9 ..�. .. , .. el I . ' o`` . I - Z - ': 11 I TA Q . . - , , - , . v : .:':***'. , ..:.:..... L . %; . , , , , ,:, �"�"�. '. - .. "': . . ,.:.:::..: , . ; .7 C10 I , . .;,. .M .7. .;,. M /' . I . ...::2 : . ..... . : .. 0. . I 58.38 T .,..,. \ & DRAINAGE EASEMENT DO r�s 59.98 - '. I ! : � : PARCEL I TA 59.35 : . 11 * I .,. . .1% - � . 4 .. * d a 9 I-. : - "" . J-17 11 T�i' -y-1 \, --j. : 1 J-15 10' ,...l...-..,.._---,:- TC I 9 . - A . . .. * _ ** ... .. .0 I f/ 11.1.1. -----_ 59.98 � .,%*i*i:*'*." / .., . --,,,� : ..-- t : . . I ....... I .. I . - . - "' . - . , "M - ... i... I I - ,.� �ii,-i,,�.... ... . . . :58.41 N I / "--P . (2) �58.6 : " - .- -%-�,-,,i,'..... ;p .1 I-- TBC 59.85 - lii�m ...... 1. - _ - , . ,/ CIO i 1, 0 l : . .1 - ..... . I . ...-- -� - : I . I .I m5o;, ...K. A , , ,... . - I . . . . 'N'.. I .1 1. - .. 1. . - - - i .,;,� " I ; .64 RIM . �2=' 1 �'C - . . . TA 'I, ------------_� ,I . Q � , .. I Els �_----- 1% - CIO TA 59.62 ...... 11 ��.-.- .. I . . __----- . � . , .1 . T B\C 59.52 TBC 59.40 .,,,.,,.,,,,,,--. 58.30 .. . -\\ : .V".. TA 59.02 TA 58.90 1 1 TC TA 59.06 TA 59.24 TA TA RIM 58.60 1 .. TBC 0.14 60.16 . , 1, -------� 360 .00 . ll---� 58.78 . 57.33 �i f% . - - - - - ; � 59.40 TBC 59.56 TBC 59.74 1. ". - - - - - - - - - . - -. 158.7 \ .W : '*11--... -: '.. o. / I 1. �� 11 : 1; I -�-] TBC 60.12 : . X r" . I I 0 : . ,9.()() I ; I : - --- "I 3- SD - SD - D SD - SD - SD - SD - SD - SD .q ; %, 11 : ; : - SD - SD - SD - SD - SD - --1--s1f) - ; : ' SD - SD - SD - SD - SD - SD - SD - SD - SD SD �--- . . c . I I ------ ; . - / SD - SD - SD - SD - SD - q - I I . +l--1 I W � 11 359 S)OT : TA 59 74 . �-- - - - - - - - - -- I i I I : I - - . I '*% : ;- : 1. T,?k 59.6 I.' ��------1 I : I If --,---""' I . i . , : " : I ^\ 11 0 i -� : " �", TA ".., - : : ; : � I . . I ; ; : � *Mwft= � � Rogow* among, /mom � � � ---I----- : . : I - . I -1 I ; '^*-\-,. I TBC 6 .24 + TC � . W : : I -I--- .1 I '----- J-16 ,�.,-�. ' I . ----------- I I TBC' 60.1 . . . I . I I ';�f , I I : I ---� . I . .,.;� t %. I : : S89044'28"W""94.4 ' ,,�l � , I �. X �, 7_7 �l . 58.30 ,,�l GR ;l . . . $ 1 11 .:, I ----,, 1: t'. � 1. r i i ... ! , t I 'I-,' 11 / . I A 11 . T 01 . : . c I : : "--- �l .20 . 1 58.90 1 ; : I .1 . .. I I I I - I . I : : ll.,-l-*-. 57.22 I I -", . STORM DRAIN LINE #5 ' I ; . ; : - - I "� I c : CIO TC .... - ^--1 . RIM V ..,d -, ; I I - - . vl-- I I � �.,. � . - ; ;4 .., --- - . . : .: 11 . P. I 1, - - 1. i - --i I / F - -- - I � Z I I ; - t • . . . . - - I - . / -,----" ; dd� I . - � 0 A \ � . , � I . TA 58.87 - - I - -'4 � 1. TA "I, -1.804 /ii I . TBC 6 .1 I - - 5 I.:. 60.42 1 TA .- . I . 4- -11�. - , a w.. ,. - I "----V I - I : I , RE: SD7.7 -.. . . - 4 -� ' �- . .---I t 11 �X-� `*-l., , :.I. , . - . .. . . . . . 4 . . � +.. � .., -\ + - 'd $ 4 �j - - I . 1 60.46 .11 . � -`1 . � . AV 4 . v � : A 7 . - - - . . . . - - . * , • , W--lz � I , .. . : 4 �' 4 .. - .1 44 - 0 - . A 4' . 4- . � . . i - . . , 41 . . 4. w 4. . I . . .. . . � - --.- . . , . 7-!Q� - : -*1 60.3 : I . I ... . I ! I - . . 4 . . . 4 .. , .4 'A . . . I . . . . . . - . 4 . . � - , * 11 . I �' , - . . .4 . . . V d .. . 4 .. . . . . . . -MIR" I . . . , . 'i * . . . ; . i , , . . A . . .0 . V I . '�--1 1. . . . .. � 1 4 . . . - . Id V . I . V. . ... . a ....., . ' . . . . . - . . . V : I a A.- * A . 4 . . , . .. . � . l.. q.. I -- : J.- -, ' . * , . .A, . . -8.3-0 .--. A . . .. A : Il. 58.30 1 - -, . . . 4 : - . V A : . - q - . . 011 a i 4 .1 . . '. . . . . - I . . . . . ?4 ,d q � - 1 .. . , .� �*--1 . I. . . . 1 '44 - . . . . . . . . .. " . . ., . , .. - .T � . I . � .: . I . A . . - . . . .t A 4 . . . I 4 . . . . . . �- . % . - , . . . . � . .A . .. I . ' � .... � , : A - q - ' . . . . . . . . . . . . . . *1 I" 11`11V I **'l --!� ". I . . . . .4 . .4 - -4 - . . . � - . . � . . . . . I . . - 0 � I ; ..- �� � �i� :!�� �� ;�� �:� !�� :�� �� mi:i� � � .....Xee e......., ol �l .".1-1-m- . -Z;k� M � r= ��M :�x � .... . ... ----.. . . r i 11 , I . i a . 4..' - - :' . . . . q %- , . . . . A ,d: % - 4 - - . . -. . . . . . � . .1 . -4 -Al ; A�A 1. ,.- I �l .-...-... . . . - - - - . %, . . . V A ..' . . . . W * . 4 . . . - - A A r. 'd , . . . . . .. . , . , - .. .. �-: , �1, '3 . . . . . ,� . ..4. z :q . 41. 4s . A 4 I q.-I � . . . 00 .. el 11 .... \ --- p ; 0 .. . 4 . . . A - A . ... . . A - - -4 . A I , . . .. - q 4 . : . q . . V I .. . . 4 . . . . Is I .4 4 � . . . A . . 46' . . A A-C . �8-3- ` I . I I V., I .. .. V .. . . A 1. .1 . .9 . � I - . -.- F - . . .. ... ... - . . - ., . . .. . +.4.. .i .,q ... ..:. . .. . . . . . . \ I -., . . 11 -- , 14 * . . .. . ; - . . . q+ I � • . ;i . - - nom 11 11 .. .. . . . 'a. 4 . : . .. . . . .+ .. �. . . I 0 .A: 4 *-q . . � .� -*----l' I ---- .e I . . - . 4 4 . . . 4P . A . - a. -\0 -. . 4 -- . f' . . . . \ ' TA ! \ A - - I '- A .. . " .- . . . i 4 . . - T 59.92 1 .- A . 4 4 . A- . 4. . - , . I , ---Jl- 11 60.3 :41J. �:..' *' . -.1 I ETUBLIC OWAGE .. - .. .. I I .. ------- - . I .. I ....': : .- : TA i 1 . - --A- .-- . ; " �---. 5'WID - - .. 60.23 . \ \ . ..V. . I 11 i %l TBC 42 � I ; i - - I.' � ! . . I.... A" : I .. ..- . 4� 1 : ; , \ MA . : ; : I , . *,. .. " & DRAINAG ASEMENT ii.: I I � I I I I & 59.61 1 . - i � : ; ETA -- : / : ; -- .- 1. - I If" :..!- � :*% . --- - I : I --- 0 1 f 1, -......'\ I - ;- .- : - : : (:) I : " N, I ---- I 59.8 ..". -..,.I..- ". ,..I . 1 11 I - - I --, -.1 ; I . I I .1 � ". r" .: , I I I , : -T --- I --- - '. . GR ." **- I I ...i .. - i i 4 ; i 59.54 : /� I *l-`l*---1 I 11 '-*.,. I ."".- '+**\/ � 11 .1 fa - . I 11 .. .... . . ; I . . .,,-,*' -1 �=. . I I 11 . � l/ i . '�--1 : : -- % TBC 60.34 ". � .-.I-- I I I TA I -- GR ., : ..- -l...-.,---,. - - - I,%. .....".. "........-... . I � : .,...,, . ".;'r."... *-....--.... l X0.11 -1 P, , ,,-.-., . i I ; . GR : : f 60.08 .-.1-.1, I ..-..---.-.._. "".."",-, I I : il ,--l-1 : : *1 I l--..-..-.,.... - ". -,,%: \1' I I ., - 1 $ : I ,i�� I I 11 11 TBC . . ,- 11. I f 57.46 1 q... .. I I : . . "',-.1 '-. . 0 , d: , I :u� i " I . * *_1 I ; ; i : '11, - I.. .,.. 11 .., I .,O:. � ; I ; � �l - .... '� f 59.09 � . 11 I I i : I 1. . ".. % :1-- I I � ' : . , , �4.. .I. i I T COMPACT COMPACT q , ,.I'.- % I TC . ,.! . I I COMPACT : COMPACT .l 1% . '- I .. , . : I I �� I TC 11 i 1 TA 59.58 *,* .. I - VEHI .. . . - .. ,---.,.. ....... -, ; - . VEHICLE I VEHICLE i VEHICLE : VEHICLE � '... %, ., _ ........ .... � 1.11, I L-- - .. :;a - I � I . � I . - .. ; � I -".--, I '- I '.1 . . .:. , TA 59.04 ' � TBC 60.08 "I .,� % I I. TA 59.53 � U 59.34 TA .) 9.17 -, . ......"',*," . I f . . TA 59.49 .". *** '. . 58.861 . . . *** ... �:- ... .. " i % '.* I I �10 - I 'I." . I., f .:T. . I '.1, `�---1.1,-,,_� : ..- :, .1 [-� TBC 60.03 TBC 59.54 TA 59.22 1 "I. I 1, 01,11 I I ' TBC 59.67 -7 : %. ....... I.- " I (=. -V : , : . _., -, I f '. , TBC 59.99 ...... , ." I'll 4, 11 I TA 59.49 ., _., -- I I _. � . I , I , , '. ; " ., -1 I I I i . .1 -� I .1 "I 1 TA 58.91 -�� 1 - I [A .. � , 4t!� TA 59.39 5?00-,*%., TA 59.46 <-�-' :1 \ -"...-.- I '%t I ,V=��.--�,, I I . . I TBC 59.72 /��.\,z % I ., I I % . I I . , � I ��) • -,� W V "'* % TBC 59.99 -'. .. I . . ce') . � .1. .1-11 .1, ..,:fi: � I . I ,- : ... .--- I . , •1 �6-0 BC 59.41 -� : ** . . .... - . ". . %11'. .: I I" ', .P�v V I , TBC 59.89 � T I .. TA 58.23 TBC 59.96 .... . -. .., i I I ; © . . I ...:.�.. l.: I" . I : , " 0 CB-12 1-1 : . GR I 10'WIDE PUBLIC I I . . ., 0 . I 1 .. I ; i I . I .: �. . e .. V I ., I .1 -. � . I � -1:..�o - t � 0 ... TA 58.34 TBC 58.73 T .89 - , I . '0 , , � . -.� '% : �. " : � I i q 4 .. 1. I GT TA 57.77 �% 1--flN, � TA 58.92 .'.,.. f 59.73 COMPACTION & GRADING NOTE: 1. UTILITY EASEMENT I I .. � 1g. I I ': - ... : �.: N. I - X : 1. .� . I . '11-:: i V I I r 3- . L-,,-> A , .. TBC 58.84 TBC 5 9. �" I-- .. "' %.. I i � -.. , % .. .-O.. I � . Qp ",-- TBC 58.27 � TBC 59.42 ROUl,l,,GH GRADING FOR ALL OUT PARCELS SHALL BE I . .-- , :i 57.50 ; I., I , ; , I . I :.. I :, .. . I "I N, "--\+ . ... , ROUGH GRADE 4 - !��- . TA 58.86 ... -.1 - " : I I ......, 1. . -:. : " " .1 i ll ..... , -*- ,- : I 1:; .......... -...."".. .: ... ........ .. 11 �b' .. I I I I - -.-`-�-�- "'... � - 11 11 I.. . 1. .: I .:::l... 11 I ----,, : %-, %. I .:! i $ : .. X, 11 I I : I 11,1111'..,...".�1,11",%Io,okt"o,"I'""4'oo,ovo .11 IN ACCORDANCE W/ SPECIFICATION SECTIONS I I I : . I I OUT PARCELS .- ; I I '* , � I 11, i I ; I ; TBC "', I : : . %.. % � � , . . � � . '. - . - : / I -�-, I : : '... `% I - ..... . I ; I I .. . ..i. 11" . .1. I I . 11 : '-l. I , i - ..... I -.1-1-1 ... ...'.. ...... 0 o-.-' .. -/ V,- . . .. .... ........ *-- ... , / .. .. i.. . I + - I 11 . '** , .. I U, . 111-N : i : - TA 59.03 . 1 3.5.�� 3.13.A.1-2� & 3.14.D.1 I 1 i : - . . - % *. 1. . . i - I 11 : . I ., "d' :. .." ... . . . *: ; 11 .. , , ./ i I . � I . -�'---,., �* ,..-'-11�.. . ., I" I .: .; 11 11 I .. I .." - '.. I I ; : ', ,',-, .. �'.., I. . *W - ; ; ; ) TBC 59.53 1 11 ..: 1, : ; : ^ I I �� / Z : I.., I I I I ., '1� I ..... : I 7) 1% : If : **' ,.- . I *1 . . * - I -- .. I 11 � �-.l A I .1 ... `1�11 . : 11 �, . I i . � . I I I ".. i ,-,, / , I . I - � 0 1. : I , 1, , : I 1 7 ".." . I.- I : . : I ; : :1 "I : , :! .�. I ; 'ji: : V .. . I . ; I 0 1 1 . . I/ 1. : 1.*! "... 1. - . : ) . : . I . I . .. * . \ 1 11 orl 11 V, ��- A I . '. : " 4 1. . - �---- ----- -I,--- i I I ', � ,---" 0 i 1- , I I .. - . ---.. \ - I . .. ", I . . .1 .. , -----4 00, .--- ",".- I . 1� I � -... -I--- : I -- - .1 -,.".. , ---- - ; � .: ... - : 1� I -41-1 - IN LINE #5 .. I.' � , I ----\---- � I 1 STORM DRAIN - 11 -- - I I I . , 1- I : I : � -� I 11 � I " : \ , I • 11 1 58.76 :. t .. '. '4 1 , ..., : � : , .1 ,-'�� I - , 'L. ; ; : \ .., li. * ; I- : : • . : I I ---, 1% I .. : ; : \ . %. .-� I " I . .. . ; ; t . .'- I I / . ".....,+', I , - RE: SD7.7 - I. �� 0, I �,...;" I .. . .. I : I . TA 58.78 -0 1". """", 1. 1. - .... / : . \ �1- .,I � . �. --, : 11, I. 1* : i I M , : � I - *%. .1, "----� 1. '* , - . : 0 , : : \ �lr . GR �l .1/ -1111,1� 1". : "'.4.1 ! I : - %. . , - - ` I I M I.. GR i . I , -- -.. I'll, I. 01 I I TA . I GR . . ..'a / ; i "-� : ; I 11 ; �� ; %,. 1". I I .. *..10.* * " . I I -.-.�, TBC 59.28 1 .... I ; : 0 ; _.-�- ; : . .1 ..... I '... i . : I : I ; 11 I... -7 1. :; I : I .-I------ I 11 � �-",\ . f 59.81 %, ', .. . %-, . : i , : -� : / f 58.69 t -10 ., . . - * I ,---" . - 4! I ---. . . * , / , : .- . 59.64 '.... ','� ,.% . t -1 .1M .1 I - I , � . ;.:,.-...):..: : - 'I. I,. ..., I--,' 1.% c � .. - - I / I I F57.59 .. � , ..- I ...", .. -.1 ... : ....- . '*..I*- . . -.. ; : 11 - :` -- 1". . .:.:.: *"*** '--- -,-,-" ---- -* "' - ".. , " I / ,/ � .. .... .- "" . ,.,.,.,. I--,' , .., V, -;xX..... ... I 11 ; : : I I . : I M / I � . N -, f, ... � .- -1� . -..".1%. T . . . . . . I - ;! FL ; . I C) ,; I : :,* . , -.1", I I . . . . .. .- � ; I I � - . ..,.--,-,.. "' ."...%. I . ..... . . - -.- i : : ETA .., . - .:---... \--,- -,*''**'*** ... I -1-1 ---* ... . .. .. I '"-".---*" . .%,� i* , . ; ; I I/ i I I -, - .. I ... .... TA i -.-. .... "I . I ". .... 58.51 1 . I : I . \ ..., - I 09 . , i 1 1 - - 47 . ... "I " / I , I I " / I I % .. I,--,' ., 1 . 1. . .:::. - .. " I 58.42 :-�. I.. V. :,...*, : .0 ; 1. 0540-404. . " , \ .11'. I . ..":.", - �� % T-Q/ ` 59.79 I--," 58.53 , J- � % . , * I..... .. . , -11 .% t .. -. . . ,.-.. * I ; A . TA 5 8.4,8 ; .. I � . 4 ,,* " , * . I ' .... - I : \ ., � 1--,� 1.4;.- .11.1 58.23 LTA 57.69 TA 5 8.14 : � . I-,' I -% .." I 4 .. . I ; . . ... . . . , - 4- il I -i TBC 58.92 : 1. . I,--, ,-*'� ,.%. It .. �� I , , - - � � � � - �-.-t;-Z;, 2&;;K;;E- *�� '----l-`-`-,V -.*--:-�1 - .� . . .. -.... **** I. TBC 5�-.-98-, M ! TA,68.53 . . - -- 1-1.1'e-e ,,�.- -.-,-;.l.--�-, .7-7-77 -- -- - - , "I' %.,. . 'l ;, '4 -*-; '. , � 7 � "-,��-.* lxl-,�.- 1;1:12--41: p -- .11 . A "' 7,77, :-j7�---.-7-,-,,. , , -- .. 4, - I-IL-- -1 XWX I - -,or,px-, ��= ---*�*,F- -� � .. 1. H -- .. �2= -414� �- -...... -. TB C 5 8.19 TBC 58.64 TA 58.46 11 4 I = X4--e K7----- - ;x-%-_---,----- --.-,----- <1 I q -- --, - lx;1;2-oe ci .. I ......, - I `�-, I -4- I I . .. - - - -.--- 58.02 I TBO�159.03 5'WIDE PUBLIC FLOWAGE I -! I * . ... - - - - - -�-, .., - . TA I ... .-,.. . - .. I ., .1 1,�Zxx .. -,---- I . .1, l-'rox, - * 5 .95 jF--.]G . - - TBC 58.96 * 43.11 .1 'Inn 1. - - - - I I..... 4�;4� SD - SD - SD - SD - SD - SD - SD - (z).:% .. - - ,,��------- - l-.l-l-lll---.-5-!V'l I-*, ;; :.: i 01i I "I :! : - I %". , ;....;Alb.- I \ i ..::: . SD - SD - SD ---J � 7:1-7- - ------_ & DRAINAGE EASEMENT I N89059'30"E - - - - .,.. ; -�- �... . I ," -.-.-.-j;j.� . - SID - X iiiam� - common I � � � ; � � � d� : � � � � � � � ---- � -- � � I - - - SD - SD X. � -0--l-l"'.1-11 * 0 � �o --Vogw000 ... - - - - Q Q - SID SD - SD - SD - SD - SD - -- - SI� : iii 59.94 T ammis" � � I IV. 'lzl ��-`�l F ----- . - - ----- - '% i.W- - : 11 ** .1 ., ,,.% �. """ 'n :5 ,11 . - - - - - SD f =, �11---- . -,-� : -----__ ----_ / ..� .", *�*1111` . ...:, w - * * . - ' -----_ It I TA 14 7- '****** ***' , .---I- E*7 : .SL) -----_ .. -11--m-111*11.1-l'-51!�15. TAT 58.37 ... . ISD ----� I v. T STORM LfNlF�-ff 2 1 .: 3 11. ----� -----� I I ... I . A ..- ... , .:, - ..-- I -----_ -----_ I -` - :,.* S.D I I �� ....7-: .- -. .. .. -1 . .. � . -----_ -------S ------� I f - I - " � -D ------� -----_ 1 57.55 ......... I. ...... ...-.111- � - --� � I , .,... .... ...................... ;l . ....... I ...... I ...... -----_ . ". - - - � , ...,......-..- - ... � ----_ . : I . .".1 ........ 11 .... :, I - I." ...... . - .-.,-., ........ ...-......-------.;', ................ - ... I .I/- .. � j- 1 0 S-D ------ SID .". - , I 111-11 ..."Ill.-I ............... . I ........... ; " RE: 'S -----_ . 57.57,i 1 I--------.------ "' .,; 111. - � ... / .6 ; I STORM DRAIN LINE #2 1 1 - - . . . -.,.--..--.-.-..,... . ..... -.-.-�l'-....-..--.- . - ------_ TA TA , i :CIA: . ..;l'l-ll ...... � ..... .. I ........ - -1- - -111 -.� ..... .�,-: ........ -..-.... . / , - : -----__ S.D I . , , , , , , I . -1--l-l", � .1 .� ..'..'........'-.11-11. � ....... ..,------.--.--..,' -----_ / .......- ......... :*; ........ - � - -.-.-,- .......... 11 ,..- . ---- . ;/ - . . ..% -.. .,.., . .. ........ -, : ------- S.D ------ ----- - " I I .... .. , RIM ------ - 3 / %.., I I : . . .l....... -----__ -----� D I , 5 ; . . I ,. I .... RE SD7.6 57.26 TA , 7.44 li ; 1; .." ' .. ; '. S ----_ '` . . • - I aloum AUUM I ----� -D ---� / *8�0 . . . . : amim : siamm ,-.1"... ------- SD ------ � ----__ I " 1110 � 2113111aA ....... , : 1 uxvall:) , a,Dmm UXV313 .1 I ., � I - .4. i : u 1110 - - ; " m I Nval , mv XV31) UNY913 I .. S-D -----� I "... I . j; - ... 11 U NV3,13 $' 313mm I aliffm . TA 57.64 ; : 0 I i 59.27 - 'I I i mXV313 WKV113 , WNVnJ . .1 ------ -----� . . s TA 58.65 I . , I TA 57.42 . - i -1 11 ; : sr) ----_ I , I , ; ; . ; 11 11 ----/ -----__ 57.39 .. . - - I . ; ; : � I ; . I I %. . i 0 1 : S-D -----_ I .. rrll�.,. I .. I I TA 59.88 : S.D ----__ f TBC 58.14 F I : : %. I : 1% . I! : TA 57067 1 LwZ5�W*-071 5 T. T13C 5915 :: 0 11 .1 I I I I I I TA 59.�5 1 1 'I I I I --' --- TBC 57.92 TA 56.91 ; - I : I I : I ---,I . - -- -; -j I . : 11 I --- i --- ':) t - : 5iWID � PUB IC F OWAGE / I I ; i : : I i : I TA 5 /84 1 i -!-, LSD -- �D. I t. . iellw"! 0 01 , * I : I I , I : I -----_ - ; -.- - 10 . I : I I :1 i 11 ; 41 I I ----__ : ------� : 8.117; - ; 5823 . : I �:, 0 11 %L, . . : - TBC - I : , ; I I ... 4 1:11. I ii ;t. 1 -74- - - - - - : : i " 11 I 1 ; - - -1 S,D: , : : : I � I , ; = - , -...'. --l'....�. 'd I I 01 . : - m - - - - - I : I - I.-"-,.,.. I ... ---------------- - -- -- - - - - -- I -- -_ I ---- - ------- t L ------------ -- -" I -- - - �. ; : ; : I : I I- TBC 57.41 - : . -L - - , . - - - - I ; I I ; : I : 11 : 11 ; '-------- SD -� : : : ; � ----- S I -- -4 I i - - F-7 T -1 / o '-- - - - I 11 : I ; TB 5/ TA 57.31 0 - -- - - �- - L,---- ; / : : I i : ; : : 11 I I -----_ I ; o ; TBC 60.3 " I I " . , - ' '5 1 , , TB-C 60. 1, ------�: , - - , I ; : ; I ; -D : & DR�INAUE EASEM N : . : ! TBC 5. .34 : ; I -----_ 1. ; ; TA 56.91 ----- ; , ; I : 11 I I � I : SD . ; / � - --- � � : : : ; - - - - ----'-%,- " - -- -- - I - $ .. ! -- - - - - ----_ TBC 57.81 ---357.00 1 TA 57.13 --6- 0 1 .. / � : I I ------ , I ; I o .1 - ; :: I * � SD I I .. 1; S-D , N% . . . All - - \ � /I �� .1 - -=- `�% ly-��- ---�--- I ... q : -�-n s -===� =---Z-�-- - I TBC 57.41 . ---- - I . . I ---- / , `1 TBC 57.63 -- � - - j --- -- I . 0 ; I ?i 3D ------ - --I. , - - - - - . .1 .. . . .. . , .. *- : -,-:-:�. % i i . -- : I - --- 0 SD -11�;- - --cB -T - - - - - - " - - - - I - I : i I -1 : --------- sn %-- � -%`-.--*.*`--".---,: I --1 - -T- -- - '11;�- --- . - ; I . :.,,.,,. , I - -- � ----- Ndir__ ; . I . I Ill Ill . I i GR .. ' - I : � - . ------�� "" - i I I * , I : : ; lle/.."..../ I � - -- - . I I � ; -, - I'l ........... i.- I 11 I : I .4. . . q ..... I . --- ! I : I : . ----- ----- --.-,,. . . . . . . - , * -- -- -4,* - ; , 0 1 I . 11 . � . . - � -np - I 11 ;--- -- -----_ S.D ----__ ,-Nll . .... - I I - i ; Ill, ... ............... .. f .. " .�� - - " - mmmmimm - - ------ - I - .1 - i I . 4 1 / .1 1. - ...... I ... I 1 1. - I 1".. -111, ......... '....'...... , .:-,- -.,-,-.. - ---------- - I --q_- - 0 j " --------S ....'...........- . . ............. ... .. , ,::- ----------- �*- -, .1 .. FL " - .....----, I I . ........... - ... , _ - . ". - ......... ll-.- �1.11 ................. . -.,.--.-.-.- ...� ... ----� . I G ' . .11, . .... . -!- D . . . . ril --1 , . --- - '. q - . . ......... , .... ........... .11 -00 ."'.... "*-. . ------_ � ---.-.iA .111, GR R � ........ %%1.1 - -------- - z \----l', i -.-,! ............. .......... 1. 1-. I'v'.."', -:��-- . ---- -- I - F�9.34 - .'11-1..---,: I ..", ...... X... ..'..".'...".. 1� . ��, � - --- I . 11 - �. � ,,� TC 246.8 T ,r�� .. . . - oll-lorlim" 61 WALL -, 59.69 61.00 - I -11, 1. TA 57.91 -----� - I - - I I .A-f - ,.�, , 177 . !-1- . �-- - I . - �`.-1 ------_ --7-- � -- -- ,I . . , , I ;:;:;� . rZ I . / . :1 - , ) , I �� QQfiia;&�� 1-11-.11--1 "� -.11 - -11W . . �.l Ill ,- . - 5 '... som -1-I.---1 - --,i,-: 11 . \/ "I - . %�. 11 _,� ^"*------l", GI -� I V'. *-w-* W -��*l 11: � lZ - Z*- I : . - I ... 1w .. . . I �� I I . I : - - -- I 1. l -1 ilik-l'--:- 1% - .11 . .l..--.-l-..11.---.-- � -"-----, -----� .'I .. V: t 11 . Y -- i*�-L-- ---�� I . .. . 11 11 I - - .. 0, I * I I 1-1 -- --Ill .1, I . . I �, I - - _ �1111 .. !, I . I I I=" I!, W-1 lop . -.1111 I ----------_,,, , 58.01 I -54 �- 5 8.3 1 - 12� .. , ----� TOW . , ,,,,,- imfimil��� � 61 WALL TBC 58.41 . . -11, -- .. , - Now-l'-.71 �l - .. � . - .. .., ." - - - * i 1 �-4 1 P.� " ; , � ;�4- . . . . . - '-f- , - ; , i, � I 1� ; .,:. m.1 ,Ill �, - � 1 7�.. 1 -. I - - - - - - - . I- " . . � I , kkz:; I ..... - ,--NZ-- , 1. , . - -:-, .. I TOW TOW\ i I I . - 11-1-11,111 S00015'55"E 0.911 --...... -*.- -'. , . . I zPEPE, _ .. -:. : - . : ,,, I . - - 4iiiia I -'." ". . .., I .; ." ------1--: -111 ...'XII! ,l'*,::, iffi�:---% 11-- .... , ,,. ; �� -, , '..", . 66.3 1 % .1"... , GR, I , 7;"M& 61 WALL : .ff. I .. I o.,::.11l . . . - ..... I.---- "!::--""-"-`.','4- " . "Amif".; i&i i ,;, 0 - .:, ...,%�'.1 . - ; - -- .., , - 4. 1 1 % I I - K -�-4bmliboi4"'. I *,-. ":::::::: , . .: I �. TOW I . ; ; ,, : . 11 . 1! � � *., ... I � TOW �7111-.'�*ogw�*' . ... i 1. .11 E---i "I".11-0 ; i I % , �m -.. ..., i I ; I i .. I .: , * ... -1, - I 1 TOW TOW 11 '. i . -C- " 1-: I ,....., . . 66.3 , 66.97 `"58,- -* �-4 44 1 L '.I ; I. F _/ T il", - i 11 � I I. . I I I I 66.97 -`�'�---i 65.63 1 . � � TOW . ; ; 1. I � , , , i 65.63 1 64.29 11 11 11 I ` -1 "I ...... I %. ". ". GR � . ,`�. , i 58.34 5S0.5T I -1 ..... ; I , , .1 • � �* I . . I . 1. - FL I . EX GR. ------.; � ' '..,I 64.29 5-,8..79, :�. . ,�' , - - --" ' .. ll-- - . " " " - 11--&41 - .1 . I. '� . : I.. , I - A A - :E i . A ; I - - I I -- 05'- ; I , I I .. .1 , I .. I I I -�/ I I . I I . , I I - - 0 I I - I I I i I I I I ; a-, 1'( if -�� L 1` I 0 i I I I I , , , , , ; j i f:) � : I I I I I Vo . I.. %� I 11 1- ' 7 9.39 -'. .. I. Az a Qn I.. ... I . / i�4 � I .. : !/ I I ; I R /'00� I I j I I I \ \ I -:,-/ , I .1 , - - ..' /I V � -, - 11111,18.,11. GJUDING LEGEND ' 1. EX C-------]--�-----,- / EX,.-.",.'.*;*.-..,,.--....,.,.- /;." * ..... 11 , 1 "..4 , , -11'--k .......,11'........... . .........../ . 1. . , . -; 8.3 1 1. : ; 0 . . : " 1� : . '.... 58,,68 , '*-` .1 ; a 11 ., 1 59�,O`-` : .I .; I., I . TC : , t 100 PROPOSED 'TOP OF CONCRETE'ELEV. I I � I I I I --� 100 PROPOSED 'TOP BACK OF CURB'ELEV. . 1 101 � . FL 1 1\ *6'- 9.10' P 100 . PROPOSED'FLOW LINE'ELEV. PROPOSED ROUGH E EASEMENT I � e GT S SURFACE c c� 1.33 1 1 PROPOSED 'GRATE' ELEV. . RIGHT-OF-WAY) I I � *VARIES 21- 241 SIDE ASHE OF ROAD .. . - TA -. 2 -� 100 I PROPOSED'ASPHALT'ELEV. , : . . -..:.. .. - ..... " : ..: : ...... .. . ........ .. ...... ''I'll .. , .! ,,.'.--------------. - GR .1 - 4 11 - , . . . ....... - ..- ..-:: , - - - - , . . .... - ........... , -.-m ... m .. , ..: ............ ... 1, ..... I -... ..., ....... . . . NOTE: SUBGRADE TO HAVE � . .-:-.-l. 0. - ----- - :-.1 ... . .... ...... - --,--*--*-.: " ..,..-.---..,.: ........... ..... . "' " . ... ...... :.,: ...'... ., :mA I., . . . �. . . -.- .1. -.11"L, .. . . . , . . , - , ,*:- . . . . . , * , * . . . . A , .I. .I.... - A . . . . . . , , . . , : .. ..... � .. . - - - '. .. . . . . '. . . . ....... ... . , . � ...-----,. : .--..---..- . . , : -1-1- : - , , , . --- . - : .", -, '. : 11 , ,- , , , . " .. . . � � . . " '. - - .. - - I. I :: - 1* I , , * -, . . . ....... . - � , - - * I '. : . " . . . : : .. - -------------. - , . . . .-,--,... -.1 - ---------.. ... - - - - - - - - - - I - - ---- " . . . " - - - , - , . . . - . " - .. ... .I. '. :. -: . , . . . . , . . . . . . . . . , .1 - ;-A. --.- - , * , . . . . . . . ! , . . .. - . , . , : , ., . . , . .. . . - I - ,.. --, . . . . . . . . . . ..... ... ... : '� ; ... ..... ... . : '. . .... ... ... ... : ", . ..... I..... ., .. . , , - I . - :4 , - ............. : I-*--- -1 . . . '. . ., .I. . , . 95% MIN. COMPACTION PER .:.---,---...,.* :------.,-.,.., I .1 .1 . . 0.45'TYPE'A'A.C. over 0.6' .1,11"': .1 CLASS 11 A.B. over 1.45' min. ASTM D 1557. MOISTURE NOTES: . ....... I SCARIFIED, MOISTURE RANGE IS -1% MIN. & +3% CONDITIONED, & MAX. * SEE PLAN SHEETS COMPACTED SUBGRADE. FOR HORIZONTAL I I an R E c LINE CROSS SECTION: B N NTER . I LINE LAYOUT I ARTERIAL - ASHE ROAD . AT STA: 29 +83.96 - 36+32,42 I N.T.S. I - k-**" ivv MEG ell-� 100 TOW 100 . ....... ....... ...... ....... ...... I O/ \ PROPOSED 'MATCH EXISTING GRADE'ELEV. PROPOSED 'TOP OF WALVELEV. PROPOSED GRADE BREAK ELEV. PROPOSED SLOPE I PROPOSED CONTOUR EXISTING CONTOUR AS I GRADED 3 I I - I I /11�1�1 � � � � I � REVISIONS � ; I � ; go............. � � � � � � � � a o � � , I � : � : q q � � : : : - : : : : : : : : : : : : : ; : : : : � : : : : I : ARCH. PROJECT NO. : : : WIN I 19NEW , I.. I : DRAWN : � " RI, MP, JG " I I .* , CHECKED CM� SN , . SUBMITTAL DATES . 02/27/13 05/09/13 � 06/24/13 _ I , OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 � I I " r ... ( . e-IN �- W N cn I � � p cn �� " . pp, 0. " 0 0 � (-) � .. � I � p r-4 M [...... ' Ill, 0 !; u ��0. t . c n � lc:,: 11 0 ow©� g V,.l c� �� .. u �� 0 --il V-) = �10 00 m r--� c? --.,I . CD a 1 .... ��� 'OV41, i Ess I. A • 1% o I l- No. 46765 � E 6/30/ lyi 45- C I V 1'�v It I'll c V � I I I C*-) . rgog-� ro-gool t . ��7 1 W C) P---� -<� V� �) C*n c w 0 � H w w en P4 c) -<� � P-� W r ... gi C) F , �-� 00 . I �� I SHEET TITLE SOUTHEAST I GRADING & DRAINAGE PLAN SHEET SD7.4 ----- .. ...... .. . .. . .. ...... ... .. ... ... . ... ... ... . ... ... ... ... .. . ... ... ... .. ... ... .... ... ..... ... .... �nen�nr� rF�z�nrn ��' i f �� i � - �� '' KEYED NOTES NCTION BOX, RE: C.O.B. STD. DETAIL D-16 .ET DEVICE, RE: C.O.B. STD DETAIL D-10 SUMP - GRADING &DRAINAGE PLAN 111 201 JLN--L-i I I-JIN I lk-JIN I_jrlx.0-L-jlvjLj--jlN I I-) iv IL"t I vv 1"t I iv 1 J-T-vv 1 J-1-jv I k)-Vvv ik)-viv 1/ -Fvv -1 /-rjv -10 v-vv 1 0--Fjv PER INSTRUMENT #0211027376 STA 12+91 19+64 NORTH A CTUS PAT CH DRIVE - ST ORM DRAIN PROFILE I it 50'HORIZ. 1 11 5' VERT. Jim pin 11011 KEYED NOTES 1. INSTALL 34LFOF18" RCP @0.11% IE UP - 351.95 IE DN. - 351.91 2. INSTALL 14LFOF 18" RCP @0.11% IE UP - 351.92 IE DN. - 351.91 3. INSTALL 11 LF OF 18 11 RCP @ 0.11 % IE UP - 351.94 IE DN. - 351.92 REVISIONS 4. S A LL 50 LF INSTALL 50 LF ADS N-12 HP @ WIN I 19NEW DRAWN RI, MP, JG 4.53% 34 LF OF 6" ADS N-12 0.97% SUBMITTAL DATES 02/27/13 IE UP 5.17 1 IE UP - 353.50 - -8 352.94 T -353.17 IE DOWN 56 5. CONNECT TO TRENCH DRAIN, RE: P 54 6. INSTALL 48" X 48" JUNCTION BOX, RE: 52 C.O.B. STD. DETAIL D -16 io 7. INSTALL 36" X 36" JUNCTION BOX, RE: C.O.B. STD. DETAIL D-16 58 No. 46765 E 6/30 A 8. INSTALL TYPE WCATCH BASIN, RE: 56 C.O.B. STD. DETAIL D-14 54 9. 2411 DIAM. CAT- A PJ Q 0 t_luvl 1/-6 LF OF 6" ADS N-12 1.44% 52 o w IE UP - 353.07 50 0 IE DOWN - 351.25 ao t6 P REVISIONS ARCH. PROJECT NO. WIN I 19NEW DRAWN RI, MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/ 13 OTB DATE 04/19/13 CRITERLA, SET 97KW-CR22 oM 00 wQpW QJ °off 00 No. 46765 E 6/30 A V OF CALF O 0 o w o�� 0 � W ao SHEET TITLE CACTUS PATCH DRIVE & SUMP STORM DRAIN PLANS & PROFILES SHEET SD7.5 370 368 366 364 362 360 358 356 354 352 350 348 346 345 CIO 4 CIO CIO 0 0 0 S SD SD ZL SD ID 6 ADDITIONAL CATCH BA ADDED IN FIELD A,, AAL AL_ W 3 3 .'� f ........... ............ <§> <§> <§> - --- -------- - 4+00 o 2+00 SD SD -� :SD SD 5 SD_ SD:� 6+00 SD 7+0( � r."a _- SD SD --�S�D Ix SD 8+00 ID w-w-w-w SD SD D SD ....... --------- ..... .............................. SD +00 7D SD S �D-_ �D �V __7 - �_ _�_ I - f ;: js V7_ W W_ W w -W-w-w-w- Wj SD 9+00 ................................ V"", ... ...... ..... ..... W w- w- w-'v"_ W_ v�f'-w_w_w_w_w_w_w w 4 2 W-W W-W -w-w-w 5 _�D 10+00 5 q4 4 .................... ...... 5 S.D ..................... ......... .......... ....... ... ....... "oil L FR +-00 -W-w-w-w ------ SD lyv SD 1.+43 ... .... ... _7 LsT A 00+00. 11-4-ASO STORM DRAIN LINE #2 STORM DRAIN PLAN NORTH 501 z 0 00 00 No ............... ....... ....... ....... ....... 'et 0 �o ...... ......... .......... ....... ............. . ....... ....... ....... ....... ....... ....... ....... ....... ....... .. .... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ...... .... DS.N,12HF-Uc0UJ_ o. ... 200 LF OF 3 0 ADS'N- 12 HP @ 9. 15% A 258 LF OF 3011 ADS N-12 HP @ 0. 30% 223 LF OF 36" ADS N -1.2 HP @ 0.15% C:) ....... ....... ....... ....................... ............... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ...... ....... ....... ....... ....... ....... ....... ............... ....... ....... ....... ...... ........ ... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ........ ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ........ ....... ....... ....... ....... ....... ...... W C:) 29LF-0F36` RCP RGJ@0-20% -EG 8. FG ............................. ...... I .......................................... ..................................................................................................................................................................................................................... .... ........................................ ...... T. t'-8 . ...... 00 cl� cl� M C*� 00 CM, SN m 02/'9117/13 rl- 06/6114/13 OTB DATE r-1 ass CD r-q 00 C:) lll� oW a � va M C) Z 00 00 r-� 110 C) 00 r-1 It- r_-� m al� r- rq r- m r---1 00 rl- SIN � Q o�� ml- r-..q 1--t lv� SHEET TITLE r_-' LINES #1 & #2 ��c PROFILES c� SD7.6 c� ml_ W) C*l rl- VI) 00 C*� W) kn W) kn 00 W) 00 CT 00 00 W) � 00 00 0� 00 00 00 00 00 00 00 00 00 00 00 00 00 r-, 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 c� 00 00 00 00 00 00 00 00 00 00 00 00 00 kn INC W) kn V-) kn kn kn kn W) 19 j kn kn kn kn kn kn kn kn kn VI) 00 kn kn V') 00 W) W) kn W) kn kn kn 0,� kn kn kn 0,� kn W) W) 00 kn 00 V-) W) kn W) kn kn kn U+UU 0+.)U l+ou 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 STA 00+00 - 11+50 STORM DRAIN LINE #2 -STORM DRAIN PROFILE 50'HORIZ. 5' VERT. 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 14 A Iry I STA 00+00 - 2+50 STORM DRAIN LINE #1 -STORM DRAIN PLAN NORTH 50 r-.w 368 ....... ....... ....... Itt ....... ....... ....... ,368 Z ;t 366- ...... ....... ....... ....... Iso m 366 \so cl-A 364- .. ...... ..... . . . . . . . z 364 w `� c) I ............ PROPOSED ;t 110 ........ 362 ....... ...... GRADE �N�« 362 > 360 > 360 -- ....... ....... ....... > w w w - - -. =mob "t. > kn > > . . . ....... . ... ........ .... .. 358 -- - - - - - ....... ....... .............. ......... 358 EXISTING GRADE 356 ------- ....... ....... ......... 354 .................. ... ....... ........ ....... ............. .... .. ......... - 352 ..... . . .......... ------- ...... .... ... ....... ......... 352 N __u 181 LF OF 18 ....... .... .. ....... ....... ....... ....... ADS N-712.@0. 11%. 61 LF OF 2411 RCP RGJ @ 0.08% EG 8 w 348 ------- ...... ..... . ....... ............................... ....... ....... ....... ........ -FG 346 1346 N C? M 00 11c r__ 00 00 00 00 00 00 00 00 00 00 00 kn kn kn kn kr) kn W) kr) kn kn kn kn kn kn kn kn W) 0+00 0+50 1+00 1+50 2+00 2+50 STA 00+00 - 2+50 STORM DRAIN LINE #1 - STORM D RAIN PR OFILE VERT. KEYED NOTES 370 368 366 364 362 360 358 356 354 352 350 348 346 345 1. INSTALL 43 LF OF 18" ADS N-12 @ 1.0% IE UP - 353.58 IE DN. - 353.16 2. INSTALL 50 LF OF 6" ADS N-12 IE UP - COORD. W/ ARCH. IE DNO - 353.36 3. INSTALL 36LF OF 18" ADSN-12 @ 0.11% &CAP END IE UP 352.40 IE DN. - 352.36 4. INSTALL 38 LF OF 1211 ADS N-12 @ 0.20% & CAP END IE UP - 352.74 IE DN. - 352.66 5. INSTALL TYPE WCATCH BASIN, RE: C.O.B. STD. DETAIL D-14 4. INSTALL 36" X 36" JUNCTION BOX, RE: C.O.B. STD. DETAIL D-16 5. INSTALL TYPE W MANHOLE, RE: C.O.B. STD. DETAIL SW-2 6. INSTALL 36" X 36" CATCH BASIN W/ 24" X 24" FRAME & GRATE, RE: C.O.B. STD. DETAIL D -16 7. 4811 x 48" GRATE INLET COLLAR, RE: SD9.1 - 7 KEYED NOTES 1. INSTALL 26 LF OF 1211 ADS N-12 @ 1.0% IE UP - 351.15 .IE DN. = 350.89 2. INSTALL 32 LF OF 12" ADS N-12 HP 0.3% IE UP - 3.51.32 IE DN. = 3 51.23 3. CONNECT TO TRENCH PAN, RE: SD9.1 - 6 4. INSTALL TYPE WCATCH BASIN, RE: C.O.B. STD. DETAIL D-14 5. INSTALL 36" X 36" JUNCTION BOX, RE: C.O.B. STD. DETAIL D -16 6. INSTALL 48" X 48" JUNCTION BOX, RE: C.O.B. STD. DETAIL-D-16 AS GRADED 3 -21 -14 -or REVISIONS ARCH. PROJECT NO. WIN I 19NEW DRAWN RI, MP, JG CHECKED CM, SN SUBMITTAL DATES 02/'9117/13 05/09/13 06/6114/13 OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 oW a � va M C) Z 00 00 m 0� Essil oop No.46765 E 630 C I V OF c SIN � Q o�� w�� � W ao SHEET TITLE STORM DRAIN LINES #1 & #2 PLANS & PROFILES SHEET SD7.6 KEYED NOTES 1. INSTALL 13LFOF 18" ADS N -12 @ 0.11 %& 4. INSTALL TYPE WCATCH BASIN, RE: C.O.B. CAP END STD. DETAIL D-14 IE UP - 352.57 IE DN. - 352.55 5. INSTALL TYPE W MANHOLE, RE: C.O.B. STD. DETAIL SW-2 2. INSTALL 36" X 36" CATCH BASIN W/ 24" X 24" FRAME & GRATE, RE: C.O.B. STD. DETAIL D-16 6. INSTALL 151 LF OF 6" ADS N-12 IE UP = COORD. w/ ARCH. 3. INSTALL 36" X 36" JUNCTION BOX, RE: C.O.B. IE DN = 353.18 STD. DETAIL D-16 7. 4811 x 48" GRATE INLET COLLAR, RE: SD9.1 - 7 k v. 6 > . .......... ........... ... b. I - -7 F 77 o _--w-w_w_w_w_ _w_ w Nv- w- w-w-w-w-w W w_w-w w 4 0 u .......... 0 0 1 '•1T L/ O a U � � � J <§> ---------- --------- -------M CIO 5 a. ., 2 2 7 7 4 00 m 3+00 0 2+00 SD SD 4__ SD 4-- SD SD �:D�- _�D �- SD _SD - --:+::S:D: SD S =D-:---� S D SD 110 13' STUk STA 00+00 -05+75 T R _M_ DRAIN LINE #3 - STORM DRAIN PLAN Ill 501 370 368 366 364 362 360 358 356 354 352 350 348 I• ............ ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ................................ 00 z 00 Z 00 00 r- kn r__4 00 kn CIA z z c) rIq ,c kn in 6 z kr) Z kn kn m o kn ................. Z Z + Z-�, � PROPOSEDwr__q '°��'� �' wok Z �D C C:) ....... M W > ... ....... ....... ....... kn 'GRADE .. .... 00 f q > > u C) , rIq > 4 > V� 00 + + P4 4 4 L .......... ............... ....... ....... > > > ....... ......... .... > > > > > Ln L) . .. .... .... ... .... .... .... .... .... ..... .... .. . ... .... .... ... .... .... ..... ..... . ....... ... ....... ....... ....... ....... ....... ....... ....... EXISTING GRADE' ....... .................. ............... 155 LF OF* f 8" 1-40 LF OF 18" 106 LF OF 18 -Dj 0 140 LF OF 18 ADSN-12(c .11% -12 A 0 ADS N-12 ac, 0.11 % ADS N .11% _),0 ADSN-1Z(a .20% ....... ...... ........ * . ....... ...... .... ....... ....... U ....... ....... o :.......:.......:.......: .......:.......:.......:.._.... 35 LF OF 19 ADS N-12. @.Q..10% ............... ....... ...... .................. ....... ....... ....... ....... ....... ....... ....... ............... ........ ....... ....... ....... ........ EG F-FG .811 w t---+ � --� � --' � -' C' N © N --, N � N p M © M � M N M � M � ct' � d' � �t © d' � d' l� � © d- Lp v� � � � � � to dam' 00 00 00 6 00 00 06 00 po 00 00 O� 00 00 C.., 00 n 00 00 06 00 c-, 00 00 c� 00 C06 C31 00 o" 00 c1 00 06 00 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STA 00+00 05+75 STORM DRAIN LINE #3 -STORM DRAIN PROFILE Ill 50'HORIZ. 5' VERT. KEYED NOTES 1. INSTALL 29 LF OF 1811 ADS N-12 @ 0.2% & CAP END IE UP - 352.8 IE DN. - 352.36 2. INSTALL 5 LF OF 18" ADSN-12 @ 0.11% & CAP END 3. INSTALL 36" X 36" JUNCTION BOX, RE: C.O.B. STD. DETAIL D-16 4. INSTALL TYPE WCATCH BASIN, RE: C.O.B. STD. DETAIL D-14 > f�. - so SD- SD - SD s ....... ................................ w W W ST) 7 - - 7 D 370 368 366 36.4 36-2 360 358 356 354 352 350 348 5+50 6+00 STA 00+00 5+50 STORM DRAIN LINE #5 -STORM DRAIN PLAN NORTH Ill 501 372 370 368 366 364 362 360 358 356 354 352 350 349 KEYED NOTES 1. INSTALL 70 LF OF 18" ADS N-12HP @ 0.11% & CAP END 4. INSTALL 36" X 36" JUNCTION BOX, RE: C.O.B. STD. IE UP - 353.26 DETAIL D -16 IE DN. - 353.18 5. INSTALL TYPE CATCH BASIN, RE: C.O.B. STD. DETAIL 2. INSTALL 38 LF OF 1811 ADS N-12HP 0.11% & CAP END D-14 IE UP - 353.44 IE DN. = 353.40 6. 481f x 48" GRATE INLET COLLAR, RE: SD9.1 7 vo 3. INSTALL 36" X 36" CATCH BASIN W/ 24" X 24" FRAME & 4.1 cn GRATE RE: C.O.B. STD. DETAIL D- 16 is 14 C'o _ __ � 4+00 • 3.+/00 AW �*oo �: SD SD s D' S SD SD SD SD SD SD SD SD SD 'P S;D Sr 3 3 E ¢3 O d :f. 6 It 6 0 cn .... ........ It pv C4 <§> <§> 5` 5+ t. 7 L ; -179 L W w W -w-w-w-w W-W 2 SD . �SD -��SD e 40' STUB. -6.3 2' STA 00+00 05+77 STORM DRAIN LINE #4 -STORM DRAIN PLAN Ill 501 ...............................................................................................................................................:......:...... ; ......:......:......:......: z 00 . .. . . . . .. . . . . ... . . . . . . 00 ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . ... . . . . . . .. . . . . . . ... . ....... 00 00 00 r-1 C) I u C) o Z . .......................... . . ... . . ............................... 1 00 00 . . . . ........... ►5 00 kn 00 00 kn u �el u 00 u 0 , , M �"`� :. . :. :� r-+ :. . :. . :. kn 00 cf� 00 V-) kr) m cn m ................ M ............................. �D u z -tt U z kr) kr) 1.1r) O ........ ..... ........ .............. ........... + lei kn C Z + rl u H u + U U ............ ................... r__� - > ✓ �D t� <:� PROPOSED > U -!t C; _!� �� > > U u > > 4 u P4 GRADE U P4 + ry� ......................................... + ........................ . ................................... .................... .... ......... 7, 7-L� ................. > > > "It > Z 4 U Z > > IND .... ... ..... .. , P-�4 u m ........... ............. ........... ....... ........................................................ ....................... ......... . -_..wo .......................... ..... .......... z .................................. 00 . . . . . . . . . . . . . . . . ............ 140- LF 0F 16 ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ADSN-12P 0 00 00 ............................... ...... . 140 LF OF 18 u ........................................ ADS N- 12 ),0 (a .20% .......... ADS N -12( mmw� a�, 0 -11% C'A 4<�+ .11%' c r-- �D 00 ADS N-lZ (c,/0.250/0 + 00 ............ ............................... rA rn Z �D c) ---Mom ........... ........ Z .............. ............................. + EG ........ FG ................................................................................................................................... > > :.:.:........ -. .... :::_ _.::.:.::. ..' ........:....:.............. .. ....... u .. . ........ . ........ . .................. ........................ 55 LF OF 18" 35 LF -OF 18" EG ADS N-12 @ 0.11% ....... .........ADS. N-4.2 040•%............... ........................ ......... T_tl_r8v1W cri FG CIA r__ ............... ....... ......... to kn kn kr) 00 00 1r) rl d'MU r) d' d. 4:� 110 c"! r- 00 00 00 Cr kn 00 00 C06 00 00 r- 00 00 00 00 00 00 00 00 00 C, 00 00 00 00 00 00 00 00 00 00 00 00 cc 00 00 00 00 kn kn W) kn kn kn kn W) kn kn An kn kn kr) kn kn kn kn kn W) kn W) W) kn kn 1r) kn kn kn kn W) (n kn 1r) kn kn to kn kn kn (n M M m m m M M M M m M M M m m M m m M M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STA 00+00 05+77 STORM DRAIN LINE #4 -STORM DRAIN PROFILE Ill 50'HORIZ. Ill 5' VERT. 370 368 366 364 362 360 358 356 354 352 350 0 z C) u �o INC 'No 4- U 5+50 6+00 372 370 368 366 364 362 60 358 356 354 352 350 349 AS GRADED 3 -21 -14 .................................... ...... ................................ z 00 00 00 ............................... ...... . u ........................................ 00 ..... .......... , ............ u C'A 4<�+ c r-- �D 00 ....... wq� + 00 ............ ............................... rA rn Z �D c) ........... ........ Z .............. ............................. + EG ........ FG > > :.:.:........ -. .... :::_ _.::.:.::. ..' ........:....:.............. .. ....... u 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STA 0+00 5+50 STORM DRAIN LINE #5 -STORM DRAIN PROFILE Ill 5' VERT. 5+00 5+50 370 368 366 364 362 360 358 356 354 352 350 REVISIONS ARCH. PROJECT NO. WIN I 19NEW DRAWN RI, MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 O a� CD 00 coo N0 wA�� 00 'Ess No.46765 E 630 v LZ���� tit CA 0 0 o w a�� L��w c� SHEET TITLE STORM DRAIN LINES #3, #4 & #5 PLANS & PROFILES SHEET SD 7.7 ADS N12H_F.(!��U-11-/o. ..... .......... , ............ ....... wq� ...................................................................... ........... ........ EG FG T_tl_r8v1W cri r- CA CIA r__ W) to kn kr) 00 00 1r) rl r) 00 4:� 110 c"! r- 00 00 00 Cr 00 00 00 C06 00 00 00 00 00 00 c� 00 00 C, 00 00 00 00 00 00 00 00 00 00 00 00 kn kn W) kn kn kn kn kn W) kn kr) kn kn kn kn kn kn kn kn kn kn kn kn kn kn (n kn kr) kn kn kn kn kn M M m m m M M M M m M M M m m M m m M M M M m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STA 0+00 5+50 STORM DRAIN LINE #5 -STORM DRAIN PROFILE Ill 5' VERT. 5+00 5+50 370 368 366 364 362 360 358 356 354 352 350 REVISIONS ARCH. PROJECT NO. WIN I 19NEW DRAWN RI, MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 O a� CD 00 coo N0 wA�� 00 'Ess No.46765 E 630 v LZ���� tit CA 0 0 o w a�� L��w c� SHEET TITLE STORM DRAIN LINES #3, #4 & #5 PLANS & PROFILES SHEET SD 7.7 \ f 3+00 00 0 AIIIIIIIIIIIIIIIII�— I SD - SD - SD - SD - SD - SD -- ----SD - SD \1 57.19 SSTA 111IIII 21+ 5 --) 3)+75 ASHE ROAD - GRADING PLAN 1 11 301 ov.Dv ... ... 60221 ..... . ..... . .... ... .... .... . ... .... ... . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . IUA'l ft MAA F771 STA 30+75 STA 30+75 ASHE ROAD - GRADING PLAN 30' all \ 1* / f I wm wm NAIn wm .0 � ...... MOM 38+00 . .. .. .... ... . .. .... .... ... . ....................... ........ .... ... ... ... . .......... .... .... ... . 1-8. . . . . . . . . . . . . . . ss ............ M.B.G. ..... .......... ...... ...... . .. ...... 1 61. �I � I . .: ........... ........ ...... ..... . . . . . . . .. . . . 3 -21 -14 ADDITIONAL GRADING INFORMATION WAS PROVIDED TO CONTRACTOR. PANAMA LN.- GRADING PLAN 1 I I 3 01 C* Wg7