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HomeMy WebLinkAbout1.4-6873 Ph 1 & 2NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPEC11ON DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE OVEN 24 HOURS NOTICE. CITY CONST. INSPECTION DEPARTMENT 326-3049 PARKS DEPARTMENT 326-3117 2. COMPAC11 NV TEST WILL BE THE SUBDIVIDER'S RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. 3. THE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT LEAST Two WORKING DAYS PRIOR TO START OF CONSTRUCTION. ( 1-800-227-2600 ) 4. FOR CLARITY, THE WALLS SHOWN IN THIS SET OF PLANS ARE DRAWN TWO FEET THICK. ACTUAL WALL THICKNESS IS 6". LOCATION OF WARS IS SHOWN TRUE AT BACK OF WALL (EASEMENT UNE). 5. STA110NING IS AT STREET CL AND IS A PROJECTION FROM CL OF WALL, PERPENDICULAR TO STREET CL GENERAL NOTES: 1. BLOCK TYPE: SPUTFACE CONCRETE BLOCK (LANDSCAPE WALL ONLY) MORTARED CONCRETE WALL (RETAINING WALL ONLY) COLOR: GREY (LANDSCAPING) COLOR: GREY (RETAINING) SIZE: 6' x 8' x 16" (LANDSCAPING) SIZE. 8" x S" x 16" (RETAINING) SIZE. 1GY x 8' x 16" (RETAINING) MANUFACTURED CAP 2. STATIONING IS AT STREET CL AND IS A PROJECTION FROM CL OF WALL, PERPENDICULAR TO STREET CL OFFSETS SHOWN IN STATION NOTES ARE FROM CL OR WALL TO CL OR STREET. 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OR WALL. 4 WAIL TO HAVE MANUFACTURED CAP. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL UNE. 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBUC WIIORKS . DEPART- MENT. 7. All SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY THE DEVELOPER, ON A ONE TIME ONLY BASIS ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 8. BEARING SGML SHALL BE COMPACTED TO 90% OR MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 9. WATER PROD' SURFACE WITH 1/4' THICK ASPHALTIC WATER PRS COATING OR APPROVED EQUAL AS PER CITY STD. NO. L-8 COAT ONLY THAT POR11OV BELOW LOT PAD GRADE DOWN TO FOOTING. 10. MIN. LAP FOR SPUCE OF REINFORCING STEEL SHALL. BE 30 INCHES. 11. BLOCKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. VERTICAL AND HORIZONTAL MORTAR ,ANT SHAM BE 1/2' t 1/8'. ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL. BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIE- CES SHALL BE DONE WITH SAWYCUTS. 12. CONTRACTOR SHALL VERIFY LOCATION OR UTIUTIES PRIM TO COMMENCEMENT OR WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTIUTIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UPUTIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OR PROPER NO?I- FICATION AHEAD OR CONSTRUCTION. 13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OR WALL, SHALL BE PROVIDED BY THE CONTRACTOR. ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 14 PRIOR TO INSTALLATION OR ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OR SUBDIVISION IDENTIFICATION SIMV PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSU- ANT TO BMC SECTION 17.60.110 (N). ONE COPY OR THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL SIGN PIANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING AND LOCATION OF SIGN(S). APPROVAL OR THESE WAIL PLANS BY THE PUBUC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL ON: ANY SIGNAGE. 15. EXPMSI NV JOINTS SHALL BE CONSTRUCTED AT 48 FOOT MAXI- MUM INTERVALS IN ALL WALLS. EXPANSION JOINTS SHALL BE FREE OF ALL MORTAR AND GROUT FROM TON' OF FOOTING TO TCN' OF WALL 16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 27. ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP OR GRADE AT LEAST IV OF THE DEPTH OF THE FOOTING, WHICH- EVER IS LESS. 17. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-227-2600) 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY O BAKERSFIELD PUBUC WORKS DEPT. FON ANY WORK PERFORMED WITHIN EXISTING RIGHT--OF-WAY. UNLESS SECURED BY A SUBDIVI- SIO�N AG REEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 04/19/16 Drawing File: 6873WALLS GENERAL STRUCTURAL NOTES: GENERAL A. ALL WORK MALL BE PERFORMED IN ACCORDANCE WITH APPUCABLE SECTIONS OF THE UNIFORM BUILDING CODE (UBC). CURRENT 01110N FOUNDATIONS A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE OR THE SOILS REPORT AS PROVIDED. CONCRETE A. MATEMALS: 1. REINFORCING: DEFORMED ASTM A615, GRADE 40 2. CEMENT: PORTLAND CEMENT, TYPE 11, ASTM C-150 3. AGGREGATE: ASTM C-33 4. WATER: CLEAN AND DRINKABLE B. CONCRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING: 1. CLASS "B" CONCRETE, 2500 PSI 0 28 DAYS 2. 5.0 SACKS OF CEMENT (MIN.) PER CUBIC YARD. 3. 1 1/2 AGGREGATE (MAX.) 4. 4' SLUMP (MAX.) C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. MASONRY A. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90 2. REINFORCING MATERIALS: DEFORMED ASTM A615, GRADE 40 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. B. MORTAR: 1. STRENGTH: TYPE S, 1200 PSI 0 7 DAYS AND 1800 PSI 0 28 DAYS. C. GROUT: 1. STRENGTH: 1500 PSI 0 7 DAYS AND 2500 PSI 0 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 3. FOOTING CONCRETE SHALL BE ALLOWED TO CARE FOR 3 FUEL DAYS AFTER PLACEMENT PRIOR TO SETTING BLOCK. 'WET - SETTING" OF THE FIRST COURSE OF BLOCK WILL BE ALLOWED. D. PROVIDE VERTICAL EXPANSION JOINTS AT 48 FOOT INTERVALS ALONG ENTIRE LENGTH OF CONCRETE MASONRY BLOCK WALL ENGINEER'S CERTIFICATE; 1 HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVE- MENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLA- TIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. a R ERT E. SMITH RCE 35473 DATE EXP. 09-30-17 SUMMARY OF IMPROVEMENTS: 6' BLOCKWALL w/NO RET. 0.00 LF. 6' BLOCKWALL w/.5'-2' RET. 3,708 LF. 6' BLOCKWALL w/.5'-4' RET. 2,052 LF. 11' BLOCKWALL w/.5'-4' RET. 1,036 LF. TRACT No. 6873 CONSTRUCTION PLANS TOP OF CONCRETE MONUMENT AT C/L INTERSECTION OF STINE ROAD AND MCKEE ROAD EEV. 350.28 U.S.G.S. DATUM 6" x 2" x 16" GREY SPUWACE CAP 6" x 8" x 16" C.M.U., GREY SPLITFACE� FJMW. STEEL = 40 GRADE #4 0 24" Vert 0 O.C.- - GROUT SOLID TO 24" ABOVE RETAINING, GROUT CELLS w%REBAR TO TOP OF PILASTER 8" x 8" z 16" C.M.U., GREY SPUTFACE 6" x 2" x 16" GREY SFUNACE CAP BENCH MARK USED: TOP OF STATE HWY CONCRETE MONUMENT IN L.N. STINE ROAD AND TAFT HIGHWAY PER KCSFB 721 P. 35 CONT. n= W CONT. = o °O Q SEALANT TO BE APPLIED BY WALL CONT.- CONTRACTOR REINF. STEEL, = 40 GRADE Il II! 111= Q #4 0 24" Vert ® OC z c4z C) #4 CONT. Z.�'' W Ce z =flf=III- - #4 0 18.00" + co o 2--#4 LONGITUDINAL FOOTING TO BE CLQ a" UBGRADE COR.&gTED TO Sox "B" CONSt'-3" MDD DEPTH = 12 MIN 1'-9" 3'-0" 6' BLOCK WALL W/.51 - 2' RET. SECTION "B" N.T.S. U.S.G.S. DATUM 6" x 2" x 16" GREY SPLITFACE CAP 6" x 8" x 16" C.M.0 , GREY SPLITFACE- REW. STEEL = 40 GRADE #4 0 24" Vert ® O.C. CONT. SCALE: 11" = 200' KEY MAP SEALANT TO BE APPLIED BY WALL Li CONTRACTOR CONT. = o 6 = o GROUT SOLID TO 24" ABOVE #4 CONT. C) RETAINING, GROUT CELLS 1 w/ITEBAR TO TOP OF PILASTER 8" x 8" x 16" C.M.U., GREY SPLITFACEILI RE NF. STEEL = 40 GRADE #4 CONT #5 0 12" Vert 0 CONT. [J4 z 3 CONT. � 59157 o =111=III= _ #4 0 18.00" to o 2-#4 LONGITUDINAL 19 FOOTING TO BE CLASSRADE$ MDD. DEPTI "B" CONCRETE 1'-5" 2'-0" 3'-5" 6BLOCK WALL wl. 5 1-4' RET. 46 SECTION "C" 48 N.T.S. 50 )MPAQTED TO 90% = 12 MIN 4 4 L W j BERKSHIRE ROAD SEE SHEET 3 1 - -- 7 6 5 - - 3 J 1 \�c4'lTct�R�t- M\ 'Q 59157 45 44 .c a Z 3 19 44 45 46 47 48 49 50 c a W 46 a21 20 bo h43 MUSA GROVE AVENUE 6141 CRAZY COCONU AVEN 22 55 43 18 62 48 23 40 0 54 42 17 PARK 63 '-' 49 24 39 m 53 41 16 51 64 50 25 38 40 15 65 = V 52 51 W 26 37 > 39 14 a BLACKBERRY WAY 66 PLUM RED WA 38 13 Z 21 36 W 00, u.i o W 28 35 a- 0 52 78 61 6g 69 1d IS3 71 31 12 g ui 0 36 11 uj 29 34 Q 77 L IM GROVE 84 � 30 33 54 76 DRIVE 83 72 0 35 10 .- =''`''„ 85 31 32 55 75 ca 82 73 34 9 >- 79 86 PUMPKIN PATCH LA 56 74 ... � 80 33 8 74 807 81 m N I N I W Y So 75 32 VOAVANGA 7 WAY 62 61 60 59 58 57 73 � 81 PASS I NFRU I T --' 72 =DR N YE 79 76 u..i 11 1 a 78 77 31 6 63 64 65 66 67 68 69 82 70 2 z STAR FRUIT WAY 30 s I JICAMA WAY 83 3 m 3 4 a 25 26 27 28 29 4 3 2 1 91 84 cn 90 89 88 81 86 85 5 cc CN b rv.R7 24 23 22 21 20 19 18P ' W 7 6 81 82 ® a v 1 2 3 4 5 6 7 8 9 10 17 � 7 BLUEBERRY AVENUE 80 GOOSEBERRY AVENUE 8 9 10 11 12 13 W 79 73 72 14 15 16 11 17 16 15 14 13 t2 11 18 74 MAWL Q* W-- 48 49 54 = 55 77 75 70 18 33 M76 69 34 47 50 53 56 59 19 32 35 60 68 46 rt ' 51 52 57 58 ~- 20 31 36 HONEYDEW DRIVE 61 67 "' 1J BANAN CLUSTER 2130-t 45 62 66 AVENUE 44 F83 T87 W >„ 63 65ui 22 29 uiz ,Q 43 84 85 88 89 90 91 92 ©64 64 do 23 28 37 4282 81 80 79 78 77 76 75 74 73 >- 65 63 a N u�., CO 38 Z4 27 41 vas 39 66 62 25 26 40 GRAPEFRUIT DRIVE = 67 61 CRANBERRY WAY 40 39 Q 3 26 68 60 41 38 J 21 25 24 23 22 21 20 19 i8 69 59 46 45 44 43 42 37 4 a" 28 70 58 36 'Q ~ 10 11 12 13 14 1s 16 17 47 48 49 50 29 11 57 35 3o AVOCADO LANE 34 31 33 32 9 ss`s 8 7 6 5 4 3 2 1 u. Cc >- ,a uj 3- 12 56 55 54 53 52 v SEE SHEET 7 M t C U T C H E N ROAD SEE SHEET 8 -- �-#4 CONT INDEX 000 #4 ® 16" Vert ® O.C. SH T. NO. SHEET DESCRIPTION SEALANT To BE BERKSHIRE Roao #4 CONT. APPLIED BY WALL CONTRACTOR 1. TITLE SHEET 2. BERKSHIRE ROAD 6 At3T #4 CONT. 3. BERKSHIRE ROAD o 6" x 8" x 16" C.ILU , GREY SPLiTFA o co 4. GOSFORD ROAD � o 0 R1W STEEL = 40 GRADE 5. GOSFORD ROAD o #4 CONT.6. GOSFORD ROAD z 7. MCCUTCHEN ROAD o Q 8. McCUTCHEN ROAD GROUT SOLID TO 24' ABOVE #4 CONT. _ 9. SUMP RETAINING, GROUT CELLS 4 CONT. w/REBAR TO TON' OF PILASTER #5 ® 16" Vert * O.C. 4 COQ. Q McCUTCHEN ROAD #4 CONT. III=�3/4u VICINITY MAP 8" x 8" x 16" C.M.U., GREY SPLUFACE #4 CONT. �,_ z N. T. S. REINF STEEL = 40 GRADE Z a 4 CONT. i' 4gOFESSI0�9 #5 0 16" Vert ® OC # A� #4 CONT REVIEWED BY:F r ____ • _ __ C� 1 4. Z >. - ASSISTANT BIC WORKS DIRECTOR DATE No. 35473 =111= = = PUBLIC #4 0 18.00 - 9/30/17 2-#4 LONGITUDINAL F `- �, i FOOTING TO BE CLASS 6of3 10" UBGRADE COMPACTED TO 90x a��� � I V I �► �04��� CT � B" coxcRl�rE MDn DEPTH 12" Mix REVIEWED BY. _ l _ of C 1 2'-4" T7 if _2'-1"_1TV TRAFFIC ENGINEER DATE - IFF & 4 -5 11 BLOCK WALL Z,I , APPROVED BY. _ __._. ISA_ W .5 -4 RET. NICOLAS O. FIDLER DATE THE HABERFELDE BUILDING SECTION "D" RCE 61069 EXP. 12-31-16 1.4-6873 Ph 1 & 2 1424 17TH STREET ROBERT E. SMlT RC N.T.S. PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 /^nw\ -7n� n •n^ ,-• %, -'7 r% -7n •n-7 1I\fl Atn n A n AC 51 SUMP LOT A SEE SHEET 9 SUMP 1.4-6873 Ph 1 & 2 0 1.4-6873 Ph 1 & 2 0 1.4-6873 Ph 1 & 2 0 1.4-6873 Ph 1 & 2 0 1.4-6873 Ph 1 & 2 SCALE ,-.w �J� J N Q J O00.Q f\- 1ORIZ* 1" = 50' JERT. 1" = 2' CR/CB 97 3' LO - - --------------- ___----__- FL49 5 CR/GB U a N QO 0 UD �-m w � �Z 4 00 J � W 0 Q �cl- MLs� V i © O 000 W.i c CD 00 J 48.7 N m J O Oc SEE SHEET 6 `D r r 0 C) cn +� �o O 0 32 M 12O L' Jcn 52.9 m m Ls 51.08 01 V) 1ORIZ* 1" = 50' JERT. 1" = 2' CR/CB 97 3' LO - - --------------- ___----__- FL49 5 CR/GB U a N QO 0 UD �-m 33 w � �Z 4 00 J � W CN cq v0 Off. � Mo - 00 J 48.7 N m J O Z Oc 'f Z M W cO r 33 to w � �Z 4 00 J � W CN w N I;z h ©� � cl-I 48.3 co�- 03_J.i Q w O Q 48.7 N CO W -JI $ 0 Oc CN M W cO +Z� r r C) cn +� �o O 0 32 M 12O L' Jcn 52.9 m m Ls 51.08 01 m V ccs oo_ oQ J X50.12 1 0.63 to A M r-- 50.8 �, U-) Ln m �� m J m R/W 2.0% - 4.0% 2w w � �Z 4 00 3 W w N I;z K.moi!,ull 4 ©� � cl-I 48.3 co�- 48.5 0 48.7 N CO 48.9 0 � icn41� Oc ¢1 �, a� +Z� 00 O v� rn cfl ai C) cn +� �o O 0 p3 Go 12O 0 Jcn ^� CD NZ13 m V A M r-- 50.8 �, U-) Ln m �� m J m R/W 2.0% - 4.0% 2w w � 14 4 00 3 2 P"7 Q. �I K.moi!,ull 4 ©� � cl-I 48.3 co�- 48.5 0 48.7 N CO 48.9 0 � 000- C4 a- ¢1 �, a� �- a; 00 O v� rn cfl ai C) cn +� �o no p3 Go ►� V> m Ln (n m 0 Jcn ^� m V al W N 48.2 cll� c6L m 'FL 50-51 HP 550' SIGHT LINE 75'' � 4gpFESSIp��l w No. 35473 � 9/30/17 �c 71r CIVIL OF CALZ��F 7 bc 14 4 00 3 2 11D EE cl-I 48.3 co�- 48.5 0 48.7 N CO 48.9 0 � �- 49.0 LO � 49.2 h °O �, a� �- a; 00 O v� rn cfl ai � � cn n - m LO a- m ul CO t f1 d cn m ►� V> m Ln (n m fflecuTcffl7y 14 15 Ft 49.50 - - F�50.0� Ft 49.95 gc £c ce_ - _ _ 00 -- - �- 550' SIGHT LINE 18 19 19 ROBERT E. SMITH RCE 35473 15 14 - 3' fflecuTcffl7y 14 15 Ft 49.50 - - F�50.0� Ft 49.95 gc £c ce_ - _ _ 00 -- - �- 550' SIGHT LINE 18 19 19 ROBERT E. SMITH RCE 35473 cl 21 83 49.7 Ln o0 w McCUTCHEN w ROAD cn DATE LEGEND TF TOP OF F33TIN& TV TLY BF WALL FL FLL7W LINE BP BACK L PAD LS LANDSCAPE q J m Jcn ^� h0.. oo_ oQ J } 1 0.63 N cN v_ b aa- <:) a- N W +o P`:W +o co �a NQ A SECTI ►, » SFUML N �10 SECTIO »C„ �„� __j cn � 20 20 0 0 1Ln cn J Q -' 49.4 364 Ln � v I m � 3' �- Y �- d- �9 F.49.8'2 364 CR/GB A I cl 21 83 49.7 Ln o0 w McCUTCHEN w ROAD cn DATE LEGEND TF TOP OF F33TIN& TV TLY BF WALL FL FLL7W LINE BP BACK L PAD LS LANDSCAPE 1.4-6873 Ph 1 & 2 42.77 3 En 1 0.63 N SECTI ►, » SFUML SECTIO »C„ �„� cn Q cn J Q -' 364 v Z �- �- Y �- d- .,. 364 363.74 = _ .320-% oo d- z o �z o o W r- Wfin o o 363 TOP OF WALL + .D w W 00 o cn.- N W 363 r ¢ Q ^Q Q NSU' �Q NQ N 362 w 362 J „ , SEMION» » "W) C 361WrTION cn J a. nC" 361 cn 360 S = • 1x TYf 360.26 360 TW 359. 6 359TW 0 359 g = .321% . 77 _ 358 TW 358.257F 358 35716_ TW 7.30 ,,,,,, s = Aft TW 356.77 357 356 s-.1s6x o 356 • TW/{�56.03 355 355 CD 354 °° = a 354 cc 0 353 /-PAD --� 352 352 351/ -LANDSCAPE Tr J 351 - 350 JF TF 350.49 s ��� 350 350.0 <<s s = .337x s `' FL lce349 Ft 9 06 CR G ' 49.50 �- TO OF FOOTING • -q- �s �- - �-°��� FL49.25 3wr%7 TF 349.00 � cn w - - - - -----CR- A TQA 348 cn ¢ TF 348.06 s = .186% 348 a ILL TF 347.9 ` •% TF/GB 3 .99 o 34 347 TF 34.1LS-- s _ `� TF 347.3Ill S=. , %./ 347 72 IF %Y0,38. WA STEP 3jiW WALL STE -T WAI I 4WP TOP OF 0011NG C 39 I SHEET 7 OF 9 SH ETS 1.4-6873 Ph 1 & 2 SCALE iORIZ. 1" = 50' JERL - 1 = 4 McCUTCHEN L� ROAD cn -J C4 CI_ LLJ 22 MO Nth m C6 tC Q 10 ff? w -zc):5 -Lc) r-: CL r--: LJLJ C) mz0 --d:Qo C4 clq CN -cc W5o 0:: U_ moo- LOO C> r. co N i�e. co �- + cp 8 " m C-) C4 3 -cc t NGL =E m 10 20 c> C> 00 1- -1- -1-20-11 U-) cit 0� 49.7 --1- 56 , - 55 54 53 52 cf) 0") r__ m Ul) 50.10 50.2 oo 50.4 50.6 1 00 o� ­,: /19.9 c:� r,*, 49.4 (D C:> 6 U-) CD U-> cl-i ILO 9* 7 ()o ul LO LO LO n A m (n cn W L0 cc Ln Ln (n mrzn� M m __j M 3p Az FL 49, 82 49 36 CR/GB /C& ul) 77 21 22 23 24 TOP _j 0:: _T __ ___ �.._....._.__.._•___..._....�_.._.-..,.j_____...._..__-__'__."`�'�-...�.__..- �� ___ _r_ __ -- i$----__-...__....__._....._____._i�._________•-._ __ ________ � _ i _ __ ,4_._ _4 4 _ _ ---- -- -359 __..._Y_...__.__,._�_.,___..--._,...___.....__-__... t_ -�-_____--_-44 cn 0- ik I 48.49 EC fC. -0m _ .._�. 6T_ c6_.._.___-_._. r-_ 90.55 1 1 I SECTION "C" AAM 1 3.59.52 T Jz 00 cn .- -�-- _____., _355 _ .___ _ _ T_ ____ __ _ _______.- _ __.__._. ____.. _ rl k5ZLI9. C-) 0- � z: - S .74-- SUMPLO I 1 s .2)0% m� _____ _____ ' .-__ _._..__ /-LANDSCAPE t __4 .1cf- I-. C6 Ir 87.24 )) a T10N Tw 359 (E i TIMI358.40 _�. _ _ _ _ _ _ _ _ ____� j _______._____.. ___________ ___________ ___.__�_._.__ �4 �� .2n uNDY _._.._.._._.. I TF 348.35 LOT 51 259,58' SE TION __-_�_ _ LAN )sl / _l00% W. nn"I -�---- _ •_,^�- _T I _ _ m - m I � _T_ _ Qmith 4__N_49_0_� TD Ul SHEET -----�- , Ph* TQA k/11 Ufl An r r '(;HEN A AV 8 OF 9 SHEETS 358 357 356 � 355 354 5 352 351 350 i 349 347 s .000% Nd *40- MAIM TOP 349.00 =T T 550' SIGHT LINE J 6I J)cCUTCHEN R0AD 20 21 22 23 24 25 cca J moi' to LOT A "0 - SUMP N°- "a- TRACT 6874 +:5m + Na_4 C14 ui CD LO Nd- cl-4 Ln CN LO 1 cl-i 3 LO V) TOP 349.00 V) 1 r-4 FL 51-20 8NDY 27 27 40 zm" " 6 T 29 cle, ,��CJFESSJO E. No. 35473 9/30/17 CIVIIJ c 0 ROBERT E. SMITH RCE 35473 A LEGEND TF TOP LF FOOTING TV TOP OF WALL FL FLAW LINE DID Df- BACK OF PAD LS. LANDSCAPE R/W 2.0% - 4.044 DATE 35.9�T� 358 ..._..__._. 3571, 356 __ 354 35 352 351 350------� 349 348 347 _j 0:: _T __ ___ �.._....._.__.._•___..._....�_.._.-..,.j_____...._..__-__'__."`�'�-...�.__..- �� ___ _r_ __ -- i$----__-...__....__._....._____._i�._________•-._ __ ________ � _ i _ __ ,4_._ _4 4 _ _ ---- -- -359 __..._Y_...__.__,._�_.,___..--._,...___.....__-__... t_ -�-_____--_-44 cn 0- ik I 48.49 EC fC. -0m _ .._�. 6T_ c6_.._.___-_._. +:5m + Na_4 C14 ui CD LO Nd- cl-4 Ln CN LO 1 cl-i 3 LO V) TOP 349.00 V) 1 r-4 FL 51-20 8NDY 27 27 40 zm" " 6 T 29 cle, ,��CJFESSJO E. No. 35473 9/30/17 CIVIIJ c 0 ROBERT E. SMITH RCE 35473 A LEGEND TF TOP LF FOOTING TV TOP OF WALL FL FLAW LINE DID Df- BACK OF PAD LS. LANDSCAPE R/W 2.0% - 4.044 DATE 35.9�T� 358 ..._..__._. 3571, 356 __ 354 35 352 351 350------� 349 348 347 _____. _ __ .._.._.._. jj _.. r _T __ ___ �.._....._.__.._•___..._....�_.._.-..,.j_____...._..__-__'__."`�'�-...�.__..- �� ___ _r_ __ -- i$----__-...__....__._....._____._i�._________•-._ __ ________ � _ i _ __ ,4_._ _4 4 _ _ ---- -- -359 __..._Y_...__.__,._�_.,___..--._,...___.....__-__... t_ -�-_____--_-44 ul 15.00 0- ik I 48.49 EC fC. -0m _ .._�. 6T_ c6_.._.___-_._. ------------ c), -------- ---- - U.% 0 - __j 0- CN -4c ---------- 195.97 ^80,78 I -i D a_ sgC fl N "C" �,Em cn . ........ V%Al A-V __.._ 4.. _...._,.. ___..__ .. f. t _... IV '7& P 0' WAII I 1 -co I ff � ._..__ _._____- _ _ __ __ _ _______ ___.. _ �____._____._ T--r- ------____.___ - __ _.___.____. __ FL , •G8 p D i- 1TWIF 0 v 349.05 _T _T� TF 348- TOP OF 0 90.55 1 1 I SECTION "C" AAM 1 3.59.52 T Jz 00 cn .- -�-- _____., _355 _ .___ _ _ T_ ____ __ _ _______.- _ __.__._. ____.. _ rl k5ZLI9. 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CARAMNLA PLACE � 4gp1sESSjO��l Uri w No. 35473 w 9/30/17 �FICAL�����~� LEGEND ,0�of yooet'll ROBERT E. SMITH RCE 35473 DATE TF TL7P CIF F30TIN6 TV TLP OF WALL FL FL®W LIME BP BACK OF PAB LS LANBSCAPE 1.4-6873 Ph 1 & 2 -T • E I ( i s t M.ST�1.L 2- 7' GATES , ! t i E _ , _ _ i I f ! __ i ------ - - 97 SECT! 09' „ „ C 63.67 SECil01V 0.88 42.27 - 47.74 1$4 11 I CilON SEC SEC ON i SEC11 B � 17.70 i 23' 8 61.08' SECTION 8C 1 t 6.62' ON C i E Z 143.37' f SECTION i 8� � CL 115.99 – 1 SECTION 3 E cn 360 1 � I E , _ I ' , S 360 359" -� - ---- ! }_--- 3 t __ _ _ - 359 358 i t t f i I ! i , t _ i E ! t 1f I 1 f 1 357 - 356 355 � i �---• ' }j t t --_- ! i 1tvrWALL {{ Tib VW/.54 t __. __._.__ ____ i o j. 1 { , E _�.- --,_ i i { I i _.�_ t ! i _ _) f t �-- i 1W 314.54 i f � _,�_..�- # �____ i I �~y __. _____ _____�. .� f i �. +7 i f f 356 355 f t 354 _ 354 353--Y-- , Q o i� �► ; 8.71 f i9.38"1r t , i i 1 3 53 oo _ 8.7" 19.38 8.04' 358 351 351 __EU --t- �- � � ; •---__-_ 3 _ E --,-.� � �-----.-�-- -�(-- _ —4- ----�-- - �-- — 351 350 -•-p�— _. _ _ _. _ __.. _ _. s i i ; f _ E i ._�.._._. t � E— E _...________._....___�. -_. __._.�_-_ • _ ___.__._ _._.___ _ ._ i 350 349 <-rTF i ll - 349.21 349.00 _ { t _. } _ { f f ---� _ ( ; i^ i ~fi0� — E _- _ i TOP OF � SUMP+ I - t 1 ! ; 349 348 ____-._________ _ __ __ _ _____ I _ _ _ ._. III _�.._ �V i —___ ____ ___ _ -_ __»__ i 2 TF 3 CC _ _ f • TF 347 .50\-Tni:)-oTF _j--- Q. { E 3 TF W. �//�►/ ( VIA 348 it } __"___.-.._-._.____w_ i. _______________ ! _ __r ____..__ _ t _ _- ____-__._.»__.___347 t 7. 6 __.._ __.________ _ _ TF 347.1 ! � i TPA PT Aln 497 347 __ _ _.__._._. _ _..__ _ _ __ _____ TOP OF F _—.__ __ OTING _ it � Y/r -f LAN a( rl XUr IL { i E f SHEET 9 OF 9 HEETS 1.4-6873 Ph 1 & 2