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1.4-6281
CDI, INC. M23 S DS (137A) P COPING CAP r 1 -, 20 . – I 1 #4 -L" BAR AT 32" O.C. . - i - ire #5 CONT. IN BOND BEAM (CENTERED IN 6"'BLOCK) (12" FROM TOP OF WALL) U-1 . 0 W _11/` I W t .,,_� STREET SIDE 0 It 1-1 LOT SIDE ---"'x < – - I K X I if /___� I 0 -i-, W 1 – I I 0 - Z GROUT SOLID ALL CAVITIES y) 0 E .., 1_ �- 0 - I cr Uj X . 3 1/2"x 2 3/16"x 7 112* F (0 0 o0 a- BURGUNDY BRICK ER WITH i -1 _j -a 6*x 8% 16" CONC. BLOCK 0 1 ANCHOR TIES TO CONC. 0 BLOCK WALL - cr U . -.4 ------- � #5 CONT. IN BOND BEAM LL �X- W W (AT MID HEIGHT) < Ul 3" TYP. _L - r__� f-11 > C. to C. — B I 'W ^4 I , I - I to r�- I 1_1_�__, �_� H .......`�`,!"Ift I .,.: � � , 1�� I,.,,- � �,�7, " ,"".".. ", , I "`,�.,! , 1, , �, '7;_�': I.., , . I—. , 11 �. , � `,�,,,�A1-11:1,. ". 1 14 _.zz " 1 4;"* < < 11-Irr, ., APPLIED �!"� I SEALANT TO BE �&,. I I 11. BY WALL CONTRACTOR I ----*- I - 2 LANDSCAPE GRADE VARIES (6" MIN) . 11 - 11" 00 (0 I I t r- . I I -1 . I . � , A I 0 , - .. .. . .� . t. � .1 1 #4 BAR 0 32" O.C. 'Aw. T_ - - � i --�_ to . M 4; 011 I I .11, 3 EA. #4 BAR CONTINUOUS am - 3"x 3"x 3" CONCRETE BLOCK 28" 3- MIN. CLEAR (TYP.) CHAIRS SHALL BE USED TO I PLACE FOOTING RE-BAR I WALL SECTION 1 SCALE: V2" = V-0" . - I TRACT 6281 W CONSTRUCTION I PLANS CDI, INC. M23 S DS (1311A) COPING CAP P/L – r.. 20 1 #4 VERT. BAR AT 32- O.C. • #5 CONT. IN BOND BEAM (CENTERED IN 6- BLOCK)— me" r (12" FROM TOP OF WALL) I W . 0 STREET SIDE ---,"'/ – LOT SIDE ---`X FA /111_� . 2 W 1 Go a I I GROUT SOLID ALL CAVITIES .1 < - 3 1/2"x 2 3/16*x 7 1/2" 00 Li (r z . _j 0 :2 BURGUNDY BRICK VENEER WITH 0 E 1,_ _. No - �- 0 V) 0 ANCHOR TIES TO CONC. . T W I - 0 a- 1: - BLOCK WALL - I 0 (0 - 0 #5 CONT. IN BOND BEAM _j I �0 _j I � (AT MID HEIGHT) < 3 " TYP. � V) 3: :2 1 W 0 C. t 0 C. #4 -L- BAR ® 16" O.C. &� W < W ly I I U_ V) FOOTING > (CENTERED IN 8" BLOCK) . . (MIN. 24- LAP) I _ " I 'ar. , � ,-,,-, - 'i.., I . .. _. � , ... OC) 0 I I - I - I NEATLY GROUT CAVITY 00 ©0 8"X 8"X 16'" CONCRETE BLOCK ----------.N � VARIES 1 TO 2 EA. SEE WALL PROFILE) *N . , . X X . < < SEALANT TO BE APPLIED - 2—% :2 :2 BY WALL CONTRACTOR"\ 11 ..�I , " 11 . I ... - -, I : __ � ,-.f� � r_ to - . . te) (N 12" 1 12" No I VARIES (6- MIN) i .11 I I . - . . . . . . z 0 I. _� .4 .. ., �, #4 BAR 0 32- O.C. 0 - • . 1. I V_ . _. rno 4. �� " • .1.. I I 1, 1 3 EA. #4 BAR CONTINUOUS fan -"No—" 3"x 3"x 3" CONCRETE BLOCK 32„ - 3 MIN. CLEAR (TYP.) CHAIRS SHALL BE USED TO I PLACE FOOTING RE-BAR WALL SECTION 2 I SCALE. V2" = 1'-0" 1" GROUT CAP #4 "L" BAR AT 32- O.C. 0 Uj (CENTERED IN 6- BLOCK)- U) W . 10 ,,,,�,- BASIN SIDE — I/ < - . (r Z 0 :2 � V) 0 W I 00 - 0 T1 2 0 I ir LL I ,I- 00 I I P/L . I I 1" GROUT CAP — P/L I 0 #5 CONT. IN BOND BEAM . I . I (1 2" FROM TOP OF WALL) . #4 VERT. BAR AT 32" O.C. I (CENTERED IN 6- BLOCK) LOT SIDE ------' - It I W 0 (A . I : , i" W BASIN SIDE ---"/' I 1 GROUT SOLID ALL CAVITIES I �_ 0 – LL 0 0 < ,-,_� 1 I t ; 00 cr a- i 0 X � , -as - 6% 8"x 160 CONC. BLOCK I 0 _j J < t w 0 T. I . #5 CONT. IN BOND BEAM V) W X 3: Uj - 0 (0 ]E . (AT MID HEIGHT) . < Li V) > :2 0 I 1 . . I Of LL . ^ - r_1 (0 � I *"� 1. "I, �_ . ' - I . , -1 9 ��', , • , 1 .4� , "I , �., X 141, , I I 1� I , - ,;�, , - ` .. f A I.., - - �fll , < < 0 �-, f, - ./0 �' ' 11! I SEALANT TO BE APPLIED =D'Ll " 71� 41;5;1-_�_ - ,�;_ %,, ,. � ,,, � 1 BY WALL CONTRACTOR ., 0;_, - 11 (O " " .., . Z . . 00 110 I 11* - I LANDSCAPE GRADE •_ - — �Mft ob .0 -1 VARIES (6- MIN) , � - . . . . - It 11 . I . , . . - I � 0 . � . I . #4 BAR ® 3 2" 'O. C. � 4 ,I *on .- ... h� . , . ...., � .;��tl . • .. n , , , . I.... r 3 EA. #4 BAR CONTINUOUS — 3"x 3"x 3" CONCRETE BLOCK 2g" 3- MIN. CLEAR (TYP.) CHAIRS SHALL BE USED TO----` PLACE FOOTING RE-BAR WALL SECTION 1 A _ � I SCALE: 1/2" = 1' -0" #5 CONT. IN BOND BEAM I (12" FROM TOP OF WALL) LOT SIDE -----"x GROUT SOLID ALL CAVITIES W I E - 6"x 8"x 16" CONC. BLOCK _. 0 0 cr_ I a- #5 CONT. IN BOND BEAM 0D -J (AT MID HEIGHT) < 1 #4 -L" BAR 0 32- O.C. TO 24" ABOVE TOP OF FOOTING , - - . , m 77 , , 7 I ', , , , � , " �� - BLOCK) I , , ,,,. /..:��._111r: (CENTERED IN 8 1'-\,:,, �t, � - LAP) " ' , � � >� BLOCK , , I (MIN. 24 < :2 SEALANT TO BE APPLIED I NEATLY GROUT CAVITY X . BY WALL CONTRACTOR r4,) " . - "-aft. 1-11" ) 16, LANDSCAPE GRADE VARIES (6- MIN) , A , . •, � 0 . .. . . . I 1. . . . #4 BAR 0 32" O.C. � 'A I T_ I ft-- i _', � . 3 EA. #4 BAR CONTINUOUS � ------Np- -.000— . 3"x 3"x 3" CONCRETE BLOCK 30" 3" MIN. CLEAR (TYP.) CHAIRS SHALL BE USED TO--"'*' 00 PLACE FOOTING RE-BAR . I WALL SECTION 2A I SCALE: 1h" = l'—O" PLANTER ---,--X I I CDI, INC. M23 S DS (1 374) X___� . COPING CAP . GROUT SOLID ALL CAVITIES W 3 1/2% 2 3/16"x 7 112- _j I - U_ BURGUNDY BRICK VENEER WITH - " � .,.,.,. - I `.ill - . � s 1�, '1.1'.,:�`%��'. �- 4��:. �-��,-� I , _,�,,' 0 . " 1-1. "'. "I'' � _-, I ANCHOR TIES TO CONC. Vll.�,''__,�`,_', SUMMARY OF IMPROVEMENTS INDEX . 1-11-f�'�.,-,�,��,',,�,��,"����", Q� - BLOCK WALL I I'll.... #4 "L'„ BAR 0 32- O.0 * X 0- - -.40 _j 6"x 8"x 16" CONCRETE BLOCK — I TO 24 ABOVE TOP OF < _j FOOTING .M < PUBLIC PRIVATE . 3 - #5 CONT. 3: - - 1-COVER SHEET I ... ... W SEALANT TO BE APPLIED: 1. . . % * . I CONTRACTOR W 1 2. SAN JUAN AVENUE 11 1 I . , , Al 11 1��-��C� , 5" W WALL 1 51 5 L. F. 1393 L. F. , . I I LANDSCAPE GRADE 4 - Ali - _1 j 1 3. ALLEN ROAD — WEST WALL — WALL DETAILS VARIES (6- MIN) - I - . I . . . � I , , . . : I � - . . 4. LL . . . .1 I . ., #4 BAR 0 32" O.C. -1, - WALL 2 157 L.F. 0 L. F. _Id . . I I I . __ - V_ . — - 11 - � .. �:�,-- 5. CORNER MONUMENTS -"-.. - ,7.-,.,. ,,�,� - I - � . - ;. . ,1 I . 3 EA. #4 BAR CONTINUOUS I � . WALL 1 A 0 L. F. 789 L. F. 6. ENTRANCE MONUMENTS f . 3"x 3 "x 3" CONCRETE BLOCK 16" - 3- MIN. CLEAR (TYP.) I . . i . I . I CHAIRS SHALL BE USED TO - .I--*' WALL 2A 0 L. F. 130 L. F. . PLACE FOOTING RE-BAR �."", ,,,,,,- . - , ,� I I , .., I . ,z-, 1-11,011 I I . . .1111 WALL 3 0 L. F. 155 L. F. I I -11 . . d, , I" I WALL SECTION 3 . 1. . �`, 1, �,�_ - 1� \ I I , , I , \ . , ��/ , (I .4 � � , � " ,_ 1, ., .1,,.. , �. . , I 11., 't--,�, "., .. 11.1.� � ..".\ .I- )11 I I SCALE: i" = 1'--O"9 ,., ..., .,.-:;�_- I , . , . I I ,,� .", ",` � '. " . , , "I". \ -, \ i ,,1�4,,. . " -,. I .. I I," W .7 \% I ., le, 1" I /I i: -1 . < , \ \ I '. , - .. \� ....% � . Ij .1. ,�. ,. , ,It ? -1 "I' I- - , . 1 11 I -1 1,11 , , \ /� ,,�,� � I IN " � If, . "I. �, N. I . _,:� el _. I—- ,."A", I X, \ /' 1. - . '. " -�� , ., �r " "'... \ , , 4 \ ,` �, . \ , I X I \ . ... - �1_1_ _ .. I Y " I ,- , , - " d .� I , It ,, I , " �,N,\\\ ,� , "I ; ., ". 1. ,., 11P.. I e- I '.�,, , \ '\ ,, 1". .�t`j , " \ I I I . 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I I "I -1 (_ t X ,. i i ; " ,� . -, - .�001 � , It \ " , " � . �, " 1, � IN ... I , __ ` N ,,, - - I ; 7 . � f 4 1 . \ 11 . I - " , , I/ � y �_. \ I .\ , - . 1, \ 1�" ,., `� 0 �� 1, �.,6 , " I I � • �,, , t 11, ,�', "I 14 �', . X �. \ ;W . k � _40- 1 � - X ! X , ,�e . " " . i w .. ,� , I I , K" - &11 , � 11 _._ L, ,.e , � . Z�'. 11 I � .., I . \ \ . r \ , a - , _ I I ... . . . 1, , ill i 11 . 3 - - _.._.,.___ . i 'L 4 /�� 1��.,A ; . . ,,,,,, .. I ; I ; " e ." , 11 '� " 14�1 �. � -.1, , it I I I , , . % . . I .III, , - 0,0 - - _-, . , w' " -, \ \ ,-, 1, � I r - � _S%ff . I I __ I I , - Nf . . , ... . 11, . I , - .� �� " " )" . \, I el T o - � Im -.4k I*- , , 1. \ I - I , 1, \/- '6� , , , , . Y. , - � : : � . , \\ �, ,1 \ '04 , _', ,, . ,,, � k "-I' �: . , ., I •f. I - � - .� \ . .1 '. I" \0 , -, - I - /11 I I 4- 4 � I— 11. __ .I � ENGINEER*S STATEMENT . � e L; I- �",. - � \ I I , �", I . - , 11, , \ ;�,�,f,�.. oil q. I il if � . .1 : ; I ; .1 . - .� , \ , N, . I I , I I , I . . . >11' I ,., � I \_ i %111il HIIINII SCHOOL 1 7/ . I 8 i I .1 . I .'I 4( . , I , , , !?� I 1, .." I I ', 'A" \ .. \ '. I- N \ , 'N-- I " -I'. � 11 Z, � It 4C 1 . I . r1 % t � .1 I \ � _/� I I _,11 N _i� .. . I ; . , I �, I I I I . . 11 . " ) I f - _" , W i . i '. � , 4, / .4 , , " 'k �. I ." , .,.), "', " \ \ -,- /\ ./ I .., � . �. 1, I . . I . � I /I I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH I 1, 'I', .T, �, I � '.1 N1, \ ,I I", , �� I % 1� I , " -. -rTT I I 1, 11. ,4r . , Tr) . . , ,� �,�', . , I " I .'. I I , 1,'. \ \ : i . . _.V - I , " f \ ,'i.. I I �� .... . I t " / 11 � " \ .1 ) 2 \ , I � � , \�\ ", , 0 I '. - . _j I . 4F . I / \ 1_* �. 1� I 11 . 'I, , - >1 " " I" .A f \ IJ�11 i I 'r = � � ;-la"_ -- - / OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, .. . , ,�,,Flll I \Nll I " I %< , , "", ,, Y CITY -, I � If , \ 0 �t .,>.I I i r r w I , " 1-11" I.,,- ) �, I -,., \ lax - t, I / .11, .. '.,,___�, ," I , 11% - " I ..�.. 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" L , It" � � I I I _'_ " 1 $ - , - . ; 400e ; � ,". . .L."Ir","'.1101 _Y I . � "),," _ L , .. ��t.� , , I '11,116, "I ; k � Z_ �, I L ,- \ . , - : �, 4 ., ",�x " -,* � I _. - ;; � . A�- 1� " I I , 'L , . IF ", , _'Ji ,_, i : - 9; I * �� - __ _1, ,,,-- . I i I I , �' � � !-0 - 1� ! r ' 'I, . , . , � L� � �?, . . - - I - , I , 1� p . -1 P . .i , - I , I , , , t^ _ '. V .,- L 11, - , .. ", ,. 'N. I � I--- fe .. ,_ , �, " � TRAFFIC ENGINEER I 1. i 4� __ , , , I ____ : , I . 1 1. L - �, , : I--, . q ' i I N�l - I : - ' Ir", 1, ', I , I - 61 L , " . . k I , I I ; i_. , - L ; '� - ' .- _. - I .0,,:' I _� , � I I" i � ; I \ � I . f . I - .1. - 11 . , i _�;_. - __ " ", , _ � __,.� I - , I I � i k � j r ;1 -1 ; . 1, ,.. '�' .�, I . . � .11 I L L � " 1 ...e� ; 1, .- .1., I... I --- i I i I � k il I 1 _'7 , )r. s , - — . f I I I � , - L I . , ", __-� _- I ��; � I I I I 11_ I . � , , T � t � I \ I ! I � ; ; "I ." - __ I 7 _C- " � I .1 I '.. . . I I - I - I . . . I _T - ,.v 'I L , " . ,-- 4 _. . ; I - .- � I I 1 ,_ , , "I, . I �* ,V __ __ . \, _,�,` i ,,,/ . , � _ ____,._- -----, I � _. '0_ I � I - L I I . I , , , I ; L - - ,. ,.-�., , , I L- I 11 I � �k. 11 .1 .1 .. ------ ,6 I.- . ,, L - - 1-1 1� .1 7' . i. ',� 11�� I, - 1), , �11 ; . 11 , -�. .�__ � _,_ I I I N _,_ -,.,' I * I i _ /' / � I I I -1 -,, , /I 4' � A I " �__, - _- �_ tl' I . " �/, - 0momip" 1. .. ;, I ; z 1. " , -1. _ - I ". ._7 .- 'Ll 11 I - - - - _, _-, .-,..�_ 1. -1 \1 A, .U-- --__..__. .-I..".- ;; . I , , _6171- 1�_ ,. 7 i . - ! .1 _00 1. L' i 4., . . 11 , - .11110 ,�_,, I •" . " . - I . , " I " ... � , I ' , , _/ -1 -1 _ - I NNUM.MOVA-MUMN I , . '_ -, �:7� � . I � __ . t I . % ,�.__ - - .1 - - - __ I ; :7�,;�,., . . I , ____ , 1 _�---77' L �. .___. L L. - - _� I �. I - - -.,-- � I I / I . �' .. � - . ,_L'-- . _____ __ -1 - - I SISTANT PUBLIC WORKS DIRECTOR :� ... . -11 -1 I I . 14 . I _ - - ' ' � / - I ___ - _0 - - 1 I �. I _�.,_, - _ -1. _.- . L �"\ �'L 0,,A�� � -, �V� '. � 1. I I., - , - - . , _ - 4 . / _1W . ".a %*" '. --- ___ - .�! . - ... I \ : � - " k .11 I I /Z . I/ - ' L__ tISAWAM-_ , _:__ � 1. .- 'q 1 � 1 11�) � i " - 1� : z A . --- 1__:,_111� I : I *%--`RE---.-, , k . t"'.1 ,- - -A. � :�. 4i Ili X, � I VICINny M" w; '. I , : : 'At I ��;. " 7F11 �� � i � !, , I _1 _ \__11"', . SCALE: N.T.S. / , i L L L , . _ . I I 0 ili: i �_;,Y, � 1:_L�E�',; . I �, z, .� I IR:. W" i 4 , I it I . ; .w-- - . �z _;;)� / ,0, . , - . I i -, _j: , � I :� . O L .� �: C - 4::�, / __ . I . . APPR VED BY: I ,N,,,__,_��__�,_ 4y 0 . I . I PUBLIC WORKS DIRECTOR , DATE I I L I . . RAUL M. ROJAS, R.C.E. 39880, EXP. 12/31/05 _KT . . 3: W W (n GENERAL STRUCTURAL NOTES GENERAL � A. All work shall be performed in accordance with I..., ._ . applicable sections of the Uniform Building Code . (UBC). 1992 Edition. . . .- �'t�UNDAT101�S A. t- or allowable soil bearing values refer to the Soil Engineers, Inc. L Preliminary Soils Report No. 02-9892, dated 4-25-2002. . I CON CR E . E . m A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 40. . 2. Cement: Portland Cement, Type 11, ASTM C-150. 1 3. Aggregate: ASTM C-33- 1 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 LCubic Yard. 3. 1 1/2 tit Aggregate (max). 4. 4 Slump (max). C. Admixtures: Only as approved by the Engineer. . . M A SON R Y A. Materials: 1. Concrete Block. Masonry Units: ASTM C-90 2. Reinforcing Materials: ASTM A615, Grade 40 . deformed. 3. Admixtures: Only as approved by the Engineer. B. M ortar: 1. Strength: Type S, 1200 PSI 0 7 days and 1800 PSI 0 28 days. I C. Grout: . 1. Strength: 1500 PSI 0 7 days and 2500 PSI 0 28 d a ys.. 2. Concrete block masonry units shall be dry and clean before grouting operation. 3. "Wet -- setting" of the first course of block will be allowed. . BENCH MARK: IUF' OF CONCRETE MONUMENT AT THE INTERSECTION OF JEWETTA AVENUE AND EAGLE ROCK DRIVE. I ELEVATION .- 363.655 (U.S.G.S. DATUM) PER TRACT 5827 PHASE D. - NOTES- . 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION . \ I-C, THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. . ' I CITY CONST. INSPECTION DEPARTMENT 326-3049 I . . 326-3117 GENERAL NOTES I 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6 "x 8"x 16" & 8"x 8 "x 16" COLOR.: STANDARD GREY I PATTERN: RUNNING BOND I VENEER: , INHERE SHOWN I . CAP: AS SHOWN I I 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE. I I 11 . is 3. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 1 4. WALL IS TO BE CAPPED AS NOTED ON PLAN. I I STREET SIDE OF WALL TO 'BE BURGUNDY BRICK VENEER AS SHOWN. - I 1 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. I -, 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED I BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 1 8. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY I DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 9. WATER PROOF SURFACE WITH 1/4 to WATER PROOFCOATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR 1NATER SEAL SUCH AS "AQUA -- SEAL ", OR APPROVED EQUAL. 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION I JOINTS OF 60' IN WALLS WITHOUT PILASTERS. . 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL B' LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE I tv 111 I 1 2 +1/8 . ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN - 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 PIECES . SHALL BE DONE WITH SAWCUTS. .12. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. . . 13. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO . COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO ATE IN THE EVENT OF PROPER NOTIFICA— . . CONSTRUCTION. 14. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 15. PRIOR TO INSTALLATION OF ANY SIGNAGEV, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR . APPROVAL.. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS,, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). I PUBLIC WORKS DIRECTOR DOES I NOT INCLUDE APPROVAL OF ANY SIGNAGE.. 16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE st THAN 2 ". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. I I I 1 17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM -THE CITY OF I BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT—OF—WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY AND INSURANCE I SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. . I I I f---,-- - ___ I-,----*------- __ - � - � I I ! I I I I I I I I . * II , \OR �p b- ► lxlf, i 4 k W 15 1 � "O \J%11 � " I _�_ 1, � pe) <� _.,I :;� I n f _ . n I . �> (J I � — ) .& . to Q I IF 0 1 0(- 7. e- 6 ! : I I W . If ! I j ! I 11 � i 11 I � I �. i; i I � I ."'; f t__ I I � <- ! LDI i � i L.____,__,____ ____ ,___________.__ � m 372 . . . .. . . . . 370 . . . . . . . 368 . . . . . . . . 366 . . . . . . . . 364 . . . . . . . . 8" 362 . . . . . . . 360 . . . . . . . . 358 . . . . . , 10 0 I y ANGLE POINT -%EGIN SAN JUAN WALL /STA. 10+65.05 C.L. SAN JUAN, 88.07LT STA. 10+39.80 WALL ANGLE POINT a Al T STA. 10+71.05 C.L. SAN JUAN, 88.OLT STA. 10+45.80 WALL 00 ANGLE POINT STA. 10+70,94 C L SAN JUAN,,, 78.01-T A-) STA. 10+55.80'*ZL -359.14 ANGLE POINT - STA. 10+92.67 C.L. SAN JUAN, 56.01-T 00 Ll STA. 10-86.73 WALL IIII IIIIIIIIIIIIIIIIIIIII1111, 2 1 N*. was- ��Ijjjjlll ANGLE POINI/ Iri STA. 11 +02.67 C . SAN JUAN, 66.OLT 0.27 mw l---."'-'-�STA lo+46.73 4LL S WOLDE DRIVE 0.2 a0v g ANGLE POINT D WA L3 STA. 11+02.67 C.L. SAN JUAN, 50.01-T �Nl) WA ��`� L4 TA. +02.7e WALL - SIMDE L5 STA. 16+80 09 C.L. SAN JUAN 135.OLT 59 69 R 0.31% ca WE ANGLE POINT - BEGIN CUqVE ► """'STA. 17+40 90 WALL 0 4s-9 E` p 436 TA. 11+46.34 C.L. SAN JUAN, 50.OLT ANGLE P OINV BEGIN CURVE J5�59 6 1 I ki> 09 'STA. 11 + 46.*34 2 5% -w 1z, !D;� BEGIN WALL ISN 0 oitp STA. 16+76.59 C.L. SAN JUAN, 135. STA. 24+ 54 01 T i99 L. SAN JUAN, 50.OLT /121' STA. 17+37-.*4D WALL L7 STA. 17+58.09 C.L. SAN JUAN, 135.OLT STA. 25+15.21 j59.49 FL STA. 18+27.15 WALL one-Now Mi- ANGLE PTINT�IIIIIIIIIIIIIIIIIIIIII" A> j 1 2.5' 1 L,0,7s L7 950 kj STA. 17+61.*9 C.L. SAN JUAN 135.01-T .00s 25' 25 ) STA. 18+ 30.65 WA LL 00 _ °-'' Q �, ANGLE POINT END CURVE 1 GO 0 ANGLE POINT -- END CURVE co I 0 / .1 r /STA. 14+11.76 C.L. SAN JUAN, 50.OLT CD m i STA/ . 16+76.59 C.L. SAN JUAN, 65.59LT STA. 13+9t.53 WALL a �7' ,� END CURVE STA. 16+70.65 WALL 4� 3r �h """""`'•: ��252. 1 , I ► +v_ ��' 6, I a 20 '164 STA. 22+70.45 C.L. SAN JUAN, 50.OLT -126.8,4# C%4 *64 WALL ANGLE POINT BEGIN CURVE ANGLE POINT BEGIN CURVE STA. 23+90. S4 Cr) STA. 17+61.59 C.L. SAN JUAN, 67.77LT 104P STA. 16+59.01 C.L. SAN JUAN, 5O.OLT v�j Y N74•47' 25 E STA. 16+45.V WALL STA. 18+97.21 WALL 8 LS 17 0) LINE DATA LINE LENGTH BEARING Ll 6.00' S89019 $ 05"E I L2 t 10.00' I SOO*40'55"W 10 40,9 ND WALL TA. 25+77.17 C.L. SAN JUAN, 50.OLT TA. X17+02-72 WALL E CURVE STA'., 25t72.26 C.L. SAN JUAN, 50.01-T L9 STA N 26 +97.81 WALL J6 J -s I-J S X2.26 L6_ c� 247,25' [L6 ANGLE POINT - E.0 y- B.C. r c - 231.90 no STA. 17+81.88 C.L. SAN JUAN, 50.01-T 3' FL81 STA. I9 +22.44 WALL -- L468.20' 14+00 350' LINE OF SIGHT d=25 *04'14" R=1070 - 'k - .00',,, -f - - I �00 2 A� 00 350' 9, LIN E OF SIGH T+ +00 Cr CD F 17+00 tQ 21+00 Of) 17+64 11 lk - C)o 20+00 INTERSECTION 19+00 s STA. 17+19.10 C.L. SAN JUAN LFMG-1 ABBREVIATIONS CL RT LT BC EC PC PCC PRC LF STA ELEV P/L R/W TW RAD FL LS R T L A W-WN Q 0 DESCRIPTIONS CENTERLINE RIGHT OF CENTERLINE LEFT OF CENTERLINE BEGIN CURVE END CURVE POINT ON CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE LINEAL FEET STATION ELEVATION PROPERTY LINE RIGHT OF WAY TOP OF WALL RADIAL BEARING FLOWLINE ELEVATION LANDSCAPE ELEVATION RADIUS OF CURVE .TANGENT OF CURVE LENGTH OF CURVE DEGREE OF CURVE PROPOSED - BL OCKWALL PAD ELEVA 7701V P/L 22' LANDSCAPE AREA 29 m1N. 4.* 1 MAX TO, 5' MIN. PROPOSED 5 WDE SIDEWALK SECT(ON t/ A SCALE: 1 5' 'v SEE .SHEET 1 FOR WALL SECTION DETAILS EXISTING A. C. PA VlNG EXISTING CURB AND GU T7ER /ENUE ROPERTY LINE, UNLESS F 1 FOR WALL DETAILS. 00 0 0 LO (7) 00 Lc) QD 04 00 Q' cr) (D Ix QC cy U-) clf r-- w 00 u') 00 Ld T- Ld r-f) LLJ 00 LLI PO Lj 00 Ld PO + I-- + + + + 0 CN U-) co UJ LL) 00 uj K) 00 1-- + 0) 114- w ct 14- w U) 0 U) 0 U) U) 04 LLJ LL) LLJ LLJ Lli rn < + + + + < < (N < < < N F- + + + + . . . . . . . W. (1) . . . . . . . (1) 0) V). co . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . -) C/) (1),,t < V) N . . . . . . . j(A. v . U). III . . . . . 372 < < < < < < < < < < F .4 Q-' < 0- V) 4t C4 (n U) Q- < cl- < 0- < Q- F- . . . . . . . . . . . . . . . . . . . . . . . . . . . >i cn . . . . . . . . . e4 U) <::)j U) 00 . . . . . 370 • . . . . . . . . . • • . . . . . . . . . . • • • . • . . . • . . . . . . . . . Ir . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 368 00 00 CO 00 . . . . . . . . . . . . . . . . (D . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :366 LANDSCAPE PAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �R.AQF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . 364 GRADE* . . . . . . . . . . . . . . . . . . . . . .362 0% - s- 0% . . . . . . . . . . . . . :TOP . . . . . . . . . . . . . JOP OF. . . . . . . . . . . . . . . . . . .. . . . . . . . .360 FLOWLINE FOOTING. . . . . . . . . . . . . . . . . . . . . . . 358 18 19 2*0 *2*2* . . . . . . . . . . . . . 2-3. •2.4 . . . . . . . . . . . . . . 5* A- U-) r�' 0 0 0 LO U-) Ln u') 0) 0 0 0 i c0 CO 0 00 (D (0 w Ld Li j > j > >: ui -1 0 w _j w ui ui w U-J >> U-i I -i w _j w UJ u-j uj > i I (n I I ui w < uj w ui < ui w ui ui Ld (i Ld to LO rei rei 0 L.L 00 CO T- 0 -3i p r- z o z r- Z C%4 LLI 00 00 0 ( 0 z rn rn Q C'4 C-4 r") ui 00 00 FD Cr) CL + CL + > Cy) C) ao 00 00 0) cr) F- 0 C14 ro Lij z Lj LLJ Lj L.Lj (N L-) 04 U V) C) CN (N4 < Ld < LLJ < < uj < O Q W~ Q LLJ Z Z F- F- F- F- F- Z F- F- < co U) < U) < V) < V) ch U) V) (f) (n U) V) V) U) Ld (f) U) :2 V) U) 51.64 LF do 217-24 LF WALL SECTION 1 WALL SECT. 2 258.24 LF WALL SECTION 1 PRIVATE WALL SECTION 1 lto.o/ LF vvmt-L l3r-C1HvIll 1 25.23 LF WALL SECTION 2 ° 7 70.06 LF WALL SECTION 1 f-" r-- rl00 -� 0 w to '� WALL FJNUFILL SCALE: HORT 1" = 50' VER T. 1 " = 51 CD r1f) r1r) cr) :D 0 z 60 0 Q �- I < uj 00 °o C/) LLj ac CN It ,1- 0 (c; 00 0 0 o Li z Lij 3: uj m C) 0) Lj- 0 I-- -T- oo uj V) (D + + 372 . . . J tn. v . . . . . . . . to < - , + 1 * " * * * * < 372 (n to < CN 4) 4) cp 370. 370 . . . . . . . c� . . . . . . . . .. . . . . . . . . . . . . - -- 368. All . . . . . . . . . . . . . . . . . .. . - . . . . . . . . . . . . . . t . . . .368 0 1 00 366. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .366 TOP OF - I 364.1. . . . . . . . . . . . . . . . . . . • . . . . . . . . . . 87 -BLQGK- • .364 362 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "W.77-�362 • al 360. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .360 • S =0% 358. �5' . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . • . . . . .358 2 6 Orr) to to ro ro Li cn" C-1114 " to > c5c5 co o C5 C5 C5 m (0 (0 0 w 0 U j WWI. w _j w _j 0 V) --j I -i _j -J I -J LO ROFILE ujw W < uj < uj w ui ui WALL P I' •• 3: -3: foro v- v- r-: td in C-4 C,4 SCALE: HORZ. 1 50' z Coco LO 0. 0 1� c'i (-4 VERT. 1 5# 0 cb0) + r` � Lr) 0) a- + It LO 0 tn 0 + + z 0- CL �"w <t < 0 < < Lu �4- w F- I-- z z < .72 (f (,I m U) (n LLJ (f) uj U) cn 103.31 LF WALL SECTION 2 101.28 LF WALL SECTION 1 PRIVATE FALL clf � Z 014 c) 5 C-4 1 (A Zi C(, Q) 0 (D .j z Li C) 0) Lj- 0 I-- -T- oo uj V) (D + + 372 . . . J tn. v . . . . . . . . to < - , + 1 * " * * * * < 372 (n to < CN 4) 4) cp 370. 370 . . . . . . . c� . . . . . . . . .. . . . . . . . . . . . . - -- 368. All . . . . . . . . . . . . . . . . . .. . - . . . . . . . . . . . . . . t . . . .368 0 1 00 366. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .366 TOP OF - I 364.1. . . . . . . . . . . . . . . . . . . • . . . . . . . . . . 87 -BLQGK- • .364 362 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "W.77-�362 • al 360. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .360 • S =0% 358. �5' . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . • . . . . .358 2 6 Orr) to to ro ro Li cn" C-1114 " to > c5c5 co o C5 C5 C5 m (0 (0 0 w 0 U j WWI. w _j w _j 0 V) --j I -i _j -J I -J LO ROFILE ujw W < uj < uj w ui ui WALL P I' •• 3: -3: foro v- v- r-: td in C-4 C,4 SCALE: HORZ. 1 50' z Coco LO 0. 0 1� c'i (-4 VERT. 1 5# 0 cb0) + r` � Lr) 0) a- + It LO 0 tn 0 + + z 0- CL �"w <t < 0 < < Lu �4- w F- I-- z z < .72 (f (,I m U) (n LLJ (f) uj U) cn 103.31 LF WALL SECTION 2 101.28 LF WALL SECTION 1 PRIVATE FALL • clf � Z Z w 0 z 0 (D .j z j Fn co cm Z 4D z Cot tai V) :Z LLJ LLJ M M :D M CD M m LAJ o :Z LAJ LAJ LLJ LAJ LAJ Li C') C) C) < C) r- rti • Z Z w 0 0 .j z j co cm Z 4D z Cot tai w w N 0) 40 LL 0 LEGEND: ABBREVIATIONS DESCRIPTIONS CL CENTERLINE RT RIGHT OF CENTERLINE LT LEFT OF CENTERLINE BC BEGIN CURVE EC END CURVE PC POINT ON CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE LF LINEAL FEET STA STATION ELE V ELEVATION P /L PROPERTY LINE R/W RIGHT OF WAY TW TOP OF WALL RAID RADIAL BEARING FL FLOWLINE ELEVATION LS LANDSCAPE ELEVATION R RADIUS OF CURVE T TANGENT OF CURVE L LENGTH OF CURVE A DEGREE OF CURVE CURVE DATA CURVE LENGTH RADIUS TANGENT DELTA C 1 19.78' 1586.44' 9.89' 00'42' 52" .... ......... .. ..... ..... __. , Lo 18 +00, 19 +0�? ._ _. i -�- - - -�- - - - z�� +OD 21 +U0 - ALLEN R AD ( -i - - - - _ _ _ _ + 0�� + 00 __ -- -- ._ -% - _ - __�..__ _ �-- =__ - _- _. _ 4 �- {�0 � �+ coo - � ; EXIST. OVERHEAD ELECTRIC ----. -- __ -� - - -- -- -- � _� _ � _ 2�� ��_ r ,7+ s _.. .z k- L { `� . ' EXISTING M H S "50, .tip. - .•` ^z• _ .__ . . ,. . -.s • !�y� �! r +�v 7r.4.r.i..u. r. fir- :a . _ °__..._._..__._ _ 4Ci �I�► _ »...,.: -... ..__: _.... r.- 2 7�':. - ��rr•ars-",ua - i,.r„�w..,,,,,,_ -+.'�r�rrna..-- •.,� -- arr- °irMw"- arrr+rri,.,,• _.._ _ _._ -- .___.--- . _ .j }.. _ ._.._. .. ____ _ ...__ .. '�w+• +new 05.4 _ +EXISTING 16" WATERLINE <r BEGIN CURVE t 1 Q5 '�"".,+. 41.1 t STA. 22 +14.71 C.L. ALLEN RD, 64.04T 2 t �' -14 1 ANGLE POINT - BEGIN ALLEN RD WALL STA. 22 +15.08 WALL t T_ -� ; ' t f STA. 10 +65.05 C.L. SAN JUAN, 88.07LT a• &2 k`'tz STA. 19 +21.45 C.L. FALLEN RD, 64.ORfi �l J r / `b STA. 19 +21.82 WALL t t t ANGLE P T- END CURVE 904 28 , 6 271 t t _STA. 23+ 3.85 C.L. ALLEN RD, 87.23RT t FP 31.2 26 25 STA. 23+ 6.20 WALL I+ T , 1 FP 361.0 t 1 2 i FP 361.3 i FP 360.8 FP 360.7 o t FP 360.5 i •?l I t Z: -.ji FP 360.4 BEGIN CUR l 21 STA. 25 +6b.33 C.L. ALLEN RD 155.86RT STA. 25 +73.79 WALL i •-• • L •rrrrr. - - - - - - -• , FP 3611.5 D -- ---- -- - ---- -- - ZNGLE PANT E.C. MAT SHEE T 4 ` _ STA. 25 +79.19 C.L. ALLEN 161.80RT { BE -�- --- - , t STA. 25 +93.57 WALL ECHF�ELD DRIVE -- ml i _ _ 20 � cl� t Zo - _ FP 360. 9 AL N ROAD WES WA SCALE: 1 " = 50' U-) r. to r` o o c\i O Q_- Y 0) W 0) cy- + cc V) (n t11- O -�` F -- -}� x - IT'v • cr . � �. of - CD . . . . . . . w . - . . . . . 0 �. cv . Q N (� <t <t cv Q. cv ¢ Q N + '� + + W co - Q c� .372 . ` J r-- -- t -t --1 ,1 N • (/? N r� F-- + Q N _.1 3 70 . . . . . . . . . . . . . . . . Q: <t . 4 d �.-. - - <.t . 4- < N Q N ' Q N Q N J a- Q t3� cn � 1 • � c c� V c-� V) V) cn d a- •a- <t �1 c �. . . . . . . . . . . . . . . . . . . .3 70 368. , . . . . . . . . . . . . . . . . . . . . .�� . . . . - ' 0 w . . 0 . . . . . . :368 . 00 Wit- • o 1 366. ► : o ! 00 - 00 co d. 1 . . . . . . . . . :36fi rl 364 . . . . . . . . - • LA1`fDCApL - I�AD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : - - GRADE GRADE : - - :364 LANDSC PE - PAD TOP Df^ ' 362: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : GRAD GRADE 8" BLOCK : : •- - - -. 360. J 0% �j� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O %.' : r.,� _ ... :360 TOP O� ___ �• . . 358. F40:ff NG - 00 - - 19 - 2� .21. .22 23 : : : . . . . :358 24 25 . 6 0 o ro 0) t?) N N Lf's '} W t!? N to N K) O 0 0 o N o o 6 0'i 0� > N 0) 0) W 0) co w to �, , 0) v� mco 0 00 6 > o� M M ro N? K) M ,� to � (C> cD to to co (Y (o rn Win _1 J W W W w > >> > W W W ___1 J J Z _l __.1 J W W W W W W L7 W= Z W W W W W - W W W W W N O a W {!� � O o 00 co N Q Ltd to '� Z O cp o0 C6 O U 0? Lo W o F- ._..t 0; > N N N Cl +� + o W O� d O l? to U t OL t j Q~ Lli Q Q Q. Z J N F- N N N F--• N N N Z N W N= Z F-- Q F- F- F- W Q Q 0 Q p Q 0- a- CL -J U LAJ V) to Vi Q F_ W Q Lf Q Q W W Q Q Q 0 Q Q (n (1) V) V) m V) V) F- F-- F- t- F-- h- F_ I- F_ F- W (If) (n V) (n (1) (/) t1) (n m 514.88 LF WALL SECTION 1 156.$7 LF WALL SECTION 0 2 PUBLIC WALL WALL PROFILE SCALE: HORZ. 1' = 50' VERT. 1" = 5' CD 1, 1 OR A SOLDIER COURSE #4 "L" BAR EA. CORNER, CDI, INC. M120 OR APPROVED EQUAL. vR mr -r-r%U VLU LWUHL. 8" FROM PA TO (� PILASTER TYPICAL WALL ELEVATION SCALE: 1/4" 8"x 8'x 16" CONCRETE BLOCK WITH 3lh "x2M6"x7Y2" BURGUNDY BRICK VENEER WITH ANCHOR TIES TO CONCRETE BLOCK. USE WHITE MORTAR. # `-- 6 "x 8 "x 16" MORTARED CONCRETE BLOCK WITH 3lh "x24i "x7W BURGUNDY BRICK VENEER WITH ANCHOR TIES TO CONCRETE BLOCK. USE '1HI TE MORTAR. SECTION rB SCALE: 1/4" - �' _ 0" 3 _OT SIDE - PROPERTY LINE SECTION C SCALE: Y4" = 1' -0" ��3 CDI, INC. M23 S DS (137/*) WALL CAP, APPROVED EQUAL. CDI, INC. PC7 (277A) PIER CAP, OR APPROVED EQUAL. 0 CDI, INC. M23 S DS (137ib) WALL CAP, OR APPROVED EQUAL. V2"x 2 -Vi 6 " x 71/2" BURGUNDY BRICK VENEER ITH ANCHOR TIES TO CONCRETE BLOCK. USE HITE MORTAR. STREET SIDE -� c 8"x 16" NCRETE BLOCK 8"x 16" 4CRETE BLOCK R R / -W 7' TYPICAL SECTION A L� l,fvu uul/r/T NO SCALE 3 SEE SHEET 1 FOR WALL SECTION DETAILS O Z 00 J 0 z NOTE: Z U I L Lj WALL DATA CALCULATED TO PROP i co E R T Y LINE U W N LESS I OTHERWISE NOTED. SEE SHEET 1 E 1 o ..- OR WALL. DETAILS. i n['�nn�rrn Xl . T-I - t ._ N c� ' v ft't ° 1.i of �? t_ TYPICAL SECTION B NO SCALE 3 SEE SHEET 1 FOR WALL SECTION DETAILS V_ w (D V) JI O EL co .Q Q CC �zo O Z 00 J 0 z NOTE: Z U I L Lj WALL DATA CALCULATED TO PROP i co E R T Y LINE U W N LESS I OTHERWISE NOTED. SEE SHEET 1 E 1 o ..- OR WALL. DETAILS. i n['�nn�rrn Xl . T-I - t ._ N c� ' v ft't ° 1.i of �? t_ TYPICAL SECTION B NO SCALE 3 SEE SHEET 1 FOR WALL SECTION DETAILS V_ w (D V) JI O EL co .Q CC �zo w L ' a. Y i m z O �Q x 0 J � W O , co C) �-, G W j U m Q 4 co V f Z o- C, 0 loc Q z 0- cot � r , ig N LLJ 1* co i W J , Q� 0 � JI .Q �zo a. O �Q 0 J � W O , C) �-, N � m Q Z 0 loc Q z 0- cot � r , ig N LLJ 1* co J Q� 0 7T. ^ ~~ ~ L-. .~`.,t- I` Jvtx2-Mm x7Y2" BURGUNDY BRICK VENEER vwTH ANCHOR TIES TO CONCRETE BLOCK. USE MITE MORTAR. C W12O ROVED EQUAL. ��( [ ��T -- ClDlI, INC. M2 APPRI now qw 12%w 0WISIV ig oll 14' CD, INC PC M21 (22%) On APPROVED EDUAL oo|. INC. M40 DR APPROVED EQUAL. C0. INC. F14 FINIAL OR APPROVED EQUAL. CDI, INC. M120 OR APPROVED EQUAL. ",nu_ )Lk-,,//UIv J SEE SHEET 1 F[-f4�\.J \/ E A N ]| | ^ N cu ,� | | EN _� . ~ '`�� w13O `7 m