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HomeMy WebLinkAbout1.4-60863 1/2"x 2 21 RED BRICK '( TRACT 6086 WALL CONSTRUCTION PLANR. 3 1/2"x 2 3/16 "x 7 1/2" P/ L RED BRICK CAP ��, 3 1/2-x 2 3/16 "x 7 1/2- P/ L RED BRICK CAP _� Q * STUCCO WALL ALONG ALLEN RD. ONLY WALL SECTION 1 SCALE: 12 " = 1' -O" * STUCCO WALL ALONG ALLEN RD. ONLY WALL SECTION 2 SCALE: 1/2" = 1' -0" 8 \ . 7 \ 00 -'� 3 \ I 2 IS or �• ` �5 I'? � 3 � i 2� 19 ON 25 \ op 24 � , 30 -' 1 } 23 J s � . 26 ` r 26 , P H S E # f # 22 31 32 iFK 11 ll fM li1111E _ 21 27 - ( -- - �[ -- I 1 � 25 { 24 { 23 ( 22 { 21 { 20 LOCATION MAP � � _ _ J Zo ' i i i i i i sc&e: rssoo' I' i _ I � - -� -- -- �TRACT 0551 I 19 I 18 { 1 { 2 { 3 4H { A E { { 9 { o t I I ! I { 5 1 6 { 7 { 8 t t ' f i, I 0 17 16 28 24 22 { 29 23 F 27 25 { ' ' 26 � 8 r 14 1 \ � _ !� I I 15 � \ \ { i 1 P / 10 i f 2 7 5 I z1 �t � - 12 20 � 13 \ t{ f 18 �� T I { 17 \ / 16 \ 15 14 FUTURE SCHOOL SITE WALL SECTION 3 SCALE: 1/2" = 1' -0" 0 Q STOCKDALE HIGHWAY I ,PR�OJECT SITE F?OR- MING CAMINO MIEDIA AVENUE o 0 Of TR. 5936 TR. 6430 0 �w } 0 Y Q Q m Q o m (� "- 2 �� cif #5 CONT. IN BOND BEAM 0 Li- co 0 Uj � 2' °o 0 Q 0 NAM ER CY (12" FROM TOP OF WALL) <n vl M N V J 4 Z O #5 CONT. IN BOND BEAM > 0o S0. LAUREI G #5 CONT. IN BOND BEAM LANE BOU E (12" FROM TOP OF WALL) LOT SIDE (12" FROM .TOP OF WALL) LijQ D w #5 "L" BAR AT 32" O.C. M M cn LOT SI D E (CENTERED IN WALL) u z W LOT SIDE #4 "L" BAR AT 32" O.C. 4 " BAR AT 32 O.C. ## L / (CENTERED IN WALL) CK (CENTERED IN WALL) U., c a GROUT ALL CAVITIES THAT N o W a cn CONTAIN STEEL a GROUT SOLID ALL CAVITIES W I W "x "x Z GROUT SOLID ALL CAVITIES W W 0D Q J 6 8 16" CONCRETE BLOCK w Q w O �' O 6 "x 8 "x 16" CONCRETE BLOCK ? O 0 W o I w -a 6 "x 8 "x 16" CONCRETE BLOCK Z O F 0- w w U) to _j #5 CONT. IN BOND BEAM (AT MID HEIGHT) I s �? (n w #5 CONT. IN BOND BEAM I = -I Q #5 CONT. IN BOND BEAM 0j W -I _j (AT MID HEIGHT) -(0 O = (AT MID HEIGHT) o _ cn STUCCO to W W W W STUCCO y W o a �' STREET SIDE -•,.J•- 0 W. cn W_ > ..��- > STREET SIDE -`�,�•- I F,. 1. STREET SIDE - w N X SEALANT TO BE APPLIED BY WALL CONTRACTOR, 1 EA. 8 "x 8 "x 16" CONCRETE BLOCK Q 2 EA. 8 "x 8 "x 16" CONCRETE BLOCK Will 2q, w X N < SEALANT TO BE APPLIED e. ' -� BY WALL CONTRACTOR LANDSCAPE GRADE VARIES (fi MIN) 10" 10 "� r�„ SEALANT TO BE APPLIED BY WALL CONTRACT ~ NEATLY GROUT CAVITY LANDSCAPE GRADE VARIES (6" MIN) 10 " 1 EATLY GRO T CAVI LANDSCAPE GRADE = CONCRETE FOOTING O L #4 BAR O 32" O.C. VARIES (6" MIN) s w a CONCRETE FOOTING #4 BAR O 32" O.C. O: f CONCRETE FOOTING ##4 BAR O 32" O.C. 3 "x 3 "x 3" CONCRETE BLOCK 3 EA. #4 BAR CONTINUOUS M ... CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR �• 26 O PILASTER .� " �. 3 x 3 x 3 CONCRETE BLOCK " 3 EA. #4 BAR CONTINUOUS " " 30 " 3 3 3 CONCRETE BLOCK 3 EA. 4 BAR CONTINUOUS # CHAINS SHALL BE USED TO PLACE FOOTING RE -BAR 28" O PILASTER x x CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR * STUCCO WALL ALONG ALLEN RD. ONLY WALL SECTION 1 SCALE: 12 " = 1' -O" * STUCCO WALL ALONG ALLEN RD. ONLY WALL SECTION 2 SCALE: 1/2" = 1' -0" 8 \ . 7 \ 00 -'� 3 \ I 2 IS or �• ` �5 I'? � 3 � i 2� 19 ON 25 \ op 24 � , 30 -' 1 } 23 J s � . 26 ` r 26 , P H S E # f # 22 31 32 iFK 11 ll fM li1111E _ 21 27 - ( -- - �[ -- I 1 � 25 { 24 { 23 ( 22 { 21 { 20 LOCATION MAP � � _ _ J Zo ' i i i i i i sc&e: rssoo' I' i _ I � - -� -- -- �TRACT 0551 I 19 I 18 { 1 { 2 { 3 4H { A E { { 9 { o t I I ! I { 5 1 6 { 7 { 8 t t ' f i, I 0 17 16 28 24 22 { 29 23 F 27 25 { ' ' 26 � 8 r 14 1 \ � _ !� I I 15 � \ \ { i 1 P / 10 i f 2 7 5 I z1 �t � - 12 20 � 13 \ t{ f 18 �� T I { 17 \ / 16 \ 15 14 FUTURE SCHOOL SITE WALL SECTION 3 SCALE: 1/2" = 1' -0" 0 Q STOCKDALE HIGHWAY I ,PR�OJECT SITE F?OR- MING CAMINO MIEDIA AVENUE o 0 Of TR. 5936 TR. 6430 0 �w } 0 Y Q Q m Q o m (� TR. 6055 �� cif 0 Li- co 0 Uj � L z °o 0 Q 0 NAM ER CY BLVD• <n vl M N V J 4 Z O 7 Q > 0o S0. LAUREI G WHITE LANE BOU E z LijQ D w M VICINITY MAP 3 1/2"x 2 3/16"x 7 1/2" RED BRICK WITH WHITE MORTAR t 6"x 8"x 16 " CONCRETE BLOCK WITH STUCCO ON STREET SIDE 2'_0" 100'± TYPICAL WALL ELEVATION -- ALLEN ROAD ON ON 16` CONC BLOCK O 8` WALL PORTION do SCALE: 1"=4'-O" 10rx a "x 16• caye B.oac O s" WALL PORTION 2' -0° 8 "x 8 "x 16" CONCRETE BLOCK WITH MATCHING STUCCO ON STREET SIDE #4 -L" BAR O EX CORNER • [� 8 "x 8 "x 16" CONC. 1/2" EXPANSION JOINT 6"x 8 "x 16" MORTARED CONCRETE BLOCK WITH MATCHING STUCCO ON STREET SIDE ,,,,.,SECTION D SCALE: 1"=4'-O" 'j INDEX 1. COVER SHEET 2. ALLEN ROAD 3. CANAL AND SUMP WALLS * APPLIES ONLY TO THOSE IMPROVEMENTS WITHIN EXISTING ACCEPTED PUBLIC STREET IMPROVEMENTS. W 2, -0" GENERAL STRUCTURAL NOTES GENERAL. A. All work shall be performed in accordance With applicable sections of the Uniform Building Code (UBC). 1992 Edition. FOUNDATIONS A. For allowable soil bearing values refer to the Soil Bearing Schedule or the soils report as provided. CONCRETE A. Materials: 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 so$ 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: ASTM A615, Grade 40 deformed. 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. Grou t: 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. i BENCH MARK: TOP OF CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION = 364.075 (USGS DATUM) PER TRACT 5863. NOTES 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS. DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONTT. INSPECTION DEPARTMENT 326 -3049 PARKS DEPARTMENT 326 -3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6 "x 8"x 16" & 8"x 8" x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND CAP: RED BRICK WITH WHITE MORTAR 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE. 3. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 3 1/2 "x 2 3/16 "x 7 1/2" 4. WALL IS TO BE CAPPED WITH RED BRICK AS NOTED ON PLAN. RED BRICK WITH WHITE MORTAR STREET SIDE OF WALL TO BE STUCCOED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. STREET SIDE --� STUCCO LOT SIDE --� 6 "x 8 "x 16" CONCRETE BLOCK STUCCO ON STREET SIDE 8 "x 8"x 16" CONCRETE BLOCK STUCCO PROPERTY ON STREET SIDE LINE8" SEc -noN rEI SCALE 1 "= 4' -0" 3 1/2"x 2 3/16 "x 7 1/2" RED BRICK CAP WITH WHITE MORTAR ENGINEER'S STATEMENT: 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 ANY ERRORS, OMISSIONS, OR VIOLATION OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. - T•i6a RICHARD D. MEYER R.C.E. 2,6144 DATE L/ REVIEWED BY: ?/ TRAFFIC ENGINEER �Y, A I TANT PUBLIC WORKS DIRECTOR * APPROVED PUBLIC WORKS DIRECTOR DATE RAUL M. ROJAS, R.C.E. 39880, EXP. 12/31/05 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED 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. 8. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY 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 $1 THICK ASPHALTIC WATER PROOF COATING 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 WATER SEAL SUCH AS "AQU A- SEAL ", OR APPROVED EQUAL. 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS. 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS (EVEN QUARTERS ON 32 FOOT SPACED PILASTERS). HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1 /2" +1/8 ALL REIFORCING 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. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. CONSTRUCTION OF VENEER SHALL MATCH EXISTING SURROUNDING SEVEN OAKS WALLS. STUCCO SHALL BE FINISHED WITH A FINE SAND FINISH TO MATCH EXISTING SURROUNDING SEVEN OAKS WALLS. 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 RELOCATE .IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE 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 F ANY LL N O N SIGNAGE, 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 REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 16. ALL TRACT SIDES OF WALLS ARE TO BE PAINTED WITH TWO COATS OF APPROVED MASONRY PAINT. COLOR TO MATCH OTHER SEVEN OAKS WALLS 17. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE 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. 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 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 SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. O r0 tY <C �- C� Z 00 UQIt Z Ij- i J W W w 00 �... W c0 O (J? N W Q m CQ N o N 00 c0 ~ z � w 0 0 LLj m o Q LLj o � �0K i I t CC5 6"x 8"x 16 " CONCRETE BLOCK WITH STUCCO ON STREET SIDE 2'_0" 100'± TYPICAL WALL ELEVATION -- ALLEN ROAD ON ON 16` CONC BLOCK O 8` WALL PORTION do SCALE: 1"=4'-O" 10rx a "x 16• caye B.oac O s" WALL PORTION 2' -0° 8 "x 8 "x 16" CONCRETE BLOCK WITH MATCHING STUCCO ON STREET SIDE #4 -L" BAR O EX CORNER • [� 8 "x 8 "x 16" CONC. 1/2" EXPANSION JOINT 6"x 8 "x 16" MORTARED CONCRETE BLOCK WITH MATCHING STUCCO ON STREET SIDE ,,,,.,SECTION D SCALE: 1"=4'-O" 'j INDEX 1. COVER SHEET 2. ALLEN ROAD 3. CANAL AND SUMP WALLS * APPLIES ONLY TO THOSE IMPROVEMENTS WITHIN EXISTING ACCEPTED PUBLIC STREET IMPROVEMENTS. W 2, -0" GENERAL STRUCTURAL NOTES GENERAL. A. All work shall be performed in accordance With applicable sections of the Uniform Building Code (UBC). 1992 Edition. FOUNDATIONS A. For allowable soil bearing values refer to the Soil Bearing Schedule or the soils report as provided. CONCRETE A. Materials: 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 so$ 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: ASTM A615, Grade 40 deformed. 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. Grou t: 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. i BENCH MARK: TOP OF CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION = 364.075 (USGS DATUM) PER TRACT 5863. NOTES 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS. DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONTT. INSPECTION DEPARTMENT 326 -3049 PARKS DEPARTMENT 326 -3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6 "x 8"x 16" & 8"x 8" x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND CAP: RED BRICK WITH WHITE MORTAR 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE. 3. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 3 1/2 "x 2 3/16 "x 7 1/2" 4. WALL IS TO BE CAPPED WITH RED BRICK AS NOTED ON PLAN. RED BRICK WITH WHITE MORTAR STREET SIDE OF WALL TO BE STUCCOED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. STREET SIDE --� STUCCO LOT SIDE --� 6 "x 8 "x 16" CONCRETE BLOCK STUCCO ON STREET SIDE 8 "x 8"x 16" CONCRETE BLOCK STUCCO PROPERTY ON STREET SIDE LINE8" SEc -noN rEI SCALE 1 "= 4' -0" 3 1/2"x 2 3/16 "x 7 1/2" RED BRICK CAP WITH WHITE MORTAR ENGINEER'S STATEMENT: 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 ANY ERRORS, OMISSIONS, OR VIOLATION OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. - T•i6a RICHARD D. MEYER R.C.E. 2,6144 DATE L/ REVIEWED BY: ?/ TRAFFIC ENGINEER �Y, A I TANT PUBLIC WORKS DIRECTOR * APPROVED PUBLIC WORKS DIRECTOR DATE RAUL M. ROJAS, R.C.E. 39880, EXP. 12/31/05 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED 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. 8. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY 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 $1 THICK ASPHALTIC WATER PROOF COATING 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 WATER SEAL SUCH AS "AQU A- SEAL ", OR APPROVED EQUAL. 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS. 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS (EVEN QUARTERS ON 32 FOOT SPACED PILASTERS). HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1 /2" +1/8 ALL REIFORCING 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. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. CONSTRUCTION OF VENEER SHALL MATCH EXISTING SURROUNDING SEVEN OAKS WALLS. STUCCO SHALL BE FINISHED WITH A FINE SAND FINISH TO MATCH EXISTING SURROUNDING SEVEN OAKS WALLS. 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 RELOCATE .IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE 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 F ANY LL N O N SIGNAGE, 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 REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 16. ALL TRACT SIDES OF WALLS ARE TO BE PAINTED WITH TWO COATS OF APPROVED MASONRY PAINT. COLOR TO MATCH OTHER SEVEN OAKS WALLS 17. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE 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. 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 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 SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. O r0 tY <C �- C� Z 00 UQIt Z Ij- i J W W w 00 �... W c0 O (J? N W Q m CQ N o N 00 c0 ~ z � w 0 0 LLj m o Q LLj o � �0K CC5 o 00 - + CCq z Uj cif w Q 0 m. CC5 cif � co 0 Uj � L z °o � O cn <n vl M N V J 4 Z o 7 Q 0o w M cn u z W 0 6 CK U., c ul I­ Q N o Go CC5 <UJ iew � co 0 Uj � m °o � O a.� vl M N V J 4 D Q U O 7 Q Go II. LINE DATA LINE LENGTH BEARING L1 10.57' cr o 16.32' N01 *1 42 422 E Q 2.00' N01.14'421E mot- Z d' co L5 V) co J w 18.72 J_..IQ JJ JQ U 'S N01.14942'E U Q to co Lf) Lo F_ -J Lf) :n SCALE• 1 _J J -� -1 <t 00 000 + M + 0 n' + + 0 co co � M + o to = Z U ° d- Z J . WQQ LINE DATA LINE LENGTH BEARING L1 10.57' N00'1 2'12'E L2 16.32' N01 *1 42 422 E L3 2.00' N01.14'421E L4 18.71' N01 *14'42'E L5 70.83' N01 '14' 429E L6 18.72 N01'14'42'E L7 23.18 N01.14942'E Z � 0 W <C <C Q 0 o <':i 0 <C <C C9 Q <t G� Q Q C� <C <C 0 Q < Q z F- F- F-• W W F- F- z t•- F- W F _ F- z F_ !-- W F•- F- z F- F _ M Q V) U) W co O U) W U) U) m V) V) w U) U) m (/) U) W U) U) U) 0<<< UQQ LLj w _ F-- i-- z H- F- F-- V) c~n m (n U) U) Q V) cn , � INTERSECTION ALLEN ROAD Q N STA. 63 +52.71 ALLEN-RD. +00 44 +00 45 +00 46 +00 47 +00 48 +00 49 +00 50 +00 51+00 � _ - - � �� o � STA. 00 +00.05 MING AVE. -� -� - -- - -} - - _ _ _ -- _ _ _ _ _ _ _ - - - - - - _ N 01 14 42 E 53+ 00 57+00 58+00 +0 54 +00 cS 9 0 0.53% �O f 356 '� 360•,,3'0 t"-o �, , g6o, _ _�wb:_� ..��_� °- �Q z oo� F� L2 t L3 •�J //q��((/�- __�� ���J - �� - - -���- -'•`� - - .�� _ - -. -.. -- , w.. ...,.-.- a« w.....-.. s,.,.....». n. -.-.-.. _�«.,- «.- u...._..a.- �«.,_r..,., r•^ aw .r+..w..e..� +.ar.a..- vw�u..... ( ) I �+ � . - - FL S 354.39 LS _ ,35 �...`__ �---_----__--------_---- �- _--- .— _-- �----- _--- �_- ----_i __ _,_,.. ,x._....M... .._ :.. _ 5.1 -- -- - ---- - - ---_ _--- -_ _ _--- __ ----_ _--� L S �'76 6 357.5 5^ -- -`�_ _ ----�- _ _- � 8 -- --- - -- ---- -_ _-- .1�..�.- _--- -_ - __ i _ _ - - ��---- __-- -- _ LS LS LS X2.6 L S L S FL L1 J.��• N 01'14'42 "E 253.06' `5¢ �3 _ •-� 1 N 41 '14'42"E 846.9 ° PILASTER (TYP•) G� i •� � i 1 1 1 1 1 � . C.L. FENCE t t � ER Cl TY STD. S -10 1 1 1 1 t 13 t 1 { 6.6 FP 356.9 FP. 35 .1 1 FP- 35 FP 356.2 , P 354.9 t FP 355.4 FP 355.8 1 1 t F FP 357.3 16 ' -WIDE CHAIN LINK GATE PER CITY STD. 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FINISH PAD r 4 3 E R eC AJ 358 I � k i � t py§ - a �° ° +^ � � ..— - � - ( ..._..._.. �.-. �... «.w«. a..a........ .,...,.x._..r�, � w+. wuw .v.,,....,...« »......�+..,. -,n .v.. ,..,..<.._.-.... r,. �.•...•.».-•. ._> ........ ......,.- rw»- r^{^ --^ .+..r.-- . +.... -., r-«• E �7. 1 f _ 356 �..- �,,. -..� r-�-.� _ -- i (- _ �� - f � „J � ._w._ ....»...M.. .,,..._.,.»._ ».,.. .....,_.:,. .,...,.,.,.....,.,.,.e.. ,. .�........,,..w.,,.,.......,.,, .. �.... �. ..._,�.»....�.� ...............< .....,�_.... .»..<....,...^ ...,, ... ,-,. .. w.._«.,......... n.._,....,.....,,..�.._,_....._ .,1�,...«„.....v ..x_,_....,..�..«, r .- Y S 0% 3 c 354 tit a � k TOP 0 f; f E 3 - w s E � � � r � � � ... _ 352 _ FOOTIN .�� .��.y._ T .- ., _.._,Y.�._ . ..r _ _ -.. r~�. xr 5fi 57 50 51 52 3 Q..7 0 o to to M M o o co co M M M M M M C o rte}• M M co 000 }• d M_ V_ 00 00 d- d' r°- r OC) 00 �-- r �-- N N N N N co Lf) c0 co c�? to r` r` o0 OD o0 00 O o, 0 O O co N Lei LO Lf) LN) Lf) to to to CU to ; ”` co ct) to M L0 Lf) �M MM MM MM MM MM r�iM 0 M M M M ro P Lt1 >> >� >� >> W W Li LA W W W W W W W W J Li JJ dLd JJ JJ W1J JJ JJ JJ _j _j W •--t J J J J J ww ww ww ww ww w w w w w w W o' w w W W W ..4• W W w w w w w w •` w •• w V oo tQco OO coc[i o� (D (0 �� oa Q Lo 0 010• L0�° d: ? o NN 00 rr 00 00 00 � ' O0 4 J M � a t0 (D rri M d zi- d LN) Lf) to to Ln Lf) LO LLo 0 I m � N r J M O J N Lo + + �- + -#- + N N t0 Cfl t� Q + + + J + Q + J + Q + -J-t + Q + + ++ + + '� N N N N M M M M Q d- � to Q to S Lo Q o �� Q Lo cL ci a_ CL ci a_ - w Q Et w Q <t o <t c� <C o Q o Q Q Q w Q << w << < w a Q w <C <[ Q Q LL.i Q Q w Q �C � d �-- F- F- F- t- �•- < < F- �-- F- F- F- F- F- F- F- F- F- �-- F-- F-- I-- I- z t- w F- z I- w �- z �- w F- z cn cn cn cn cn cn cn cn cn cn U} cn cn cn cn V) cn V) w V) m V) w U) m U) w V) m V) w cn U) Va Ui (n V) U) V) V) U) 70.83 LF WALL SEC. 1 23.18 LF WALL SECTION 1 PUBLIC WALL w C4 2.00 LF WALL SECTION 1 Co i s� � ar I� Q 0 W Of w-- z V 0 to a z 0_ U) m > > W. w w --j Wo Cr M M 00 (-) w m z w o E.0 Q W W W W LL CL C'4 0 w a Lo f'o a r i j 1 Y' - w ... 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FINISH PAD r 4 3 E R eC AJ 358 I � k i � t py§ - a �° ° +^ � � ..— - � - ( ..._..._.. �.-. �... «.w«. a..a........ .,...,.x._..r�, � w+. wuw .v.,,....,...« »......�+..,. -,n .v.. ,..,..<.._.-.... r,. �.•...•.».-•. ._> ........ ......,.- rw»- r^{^ --^ .+..r.-- . +.... -., r-«• E �7. 1 f _ 356 �..- �,,. -..� r-�-.� _ -- i (- _ �� - f � „J � ._w._ ....»...M.. .,,..._.,.»._ ».,.. .....,_.:,. .,...,.,.,.....,.,.,.e.. ,. .�........,,..w.,,.,.......,.,, .. �.... �. ..._,�.»....�.� ...............< .....,�_.... .»..<....,...^ ...,, ... ,-,. .. w.._«.,......... n.._,....,.....,,..�.._,_....._ .,1�,...«„.....v ..x_,_....,..�..«, r .- Y S 0% 3 c 354 tit a � k TOP 0 f; f E 3 - w s E � � � r � � � ... _ 352 _ FOOTIN .�� .��.y._ T .- ., _.._,Y.�._ . ..r _ _ -.. r~�. xr 5fi 57 50 51 52 3 Q..7 0 o to to M M o o co co M M M M M M C o rte}• M M co 000 }• d M_ V_ 00 00 d- d' r°- r OC) 00 �-- r �-- N N N N N co Lf) c0 co c�? to r` r` o0 OD o0 00 O o, 0 O O co N Lei LO Lf) LN) Lf) to to to CU to ; ”` co ct) to M L0 Lf) �M MM MM MM MM MM r�iM 0 M M M M ro P Lt1 >> >� >� >> W W Li LA W W W W W W W W J Li JJ dLd JJ JJ W1J JJ JJ JJ _j _j W •--t J J J J J ww ww ww ww ww w w w w w w W o' w w W W W ..4• W W w w w w w w •` w •• w V oo tQco OO coc[i o� (D (0 �� oa Q Lo 0 010• L0�° d: ? o NN 00 rr 00 00 00 � ' O0 4 J M � a t0 (D rri M d zi- d LN) Lf) to to Ln Lf) LO LLo 0 I m � N r J M O J N Lo + + �- + -#- + N N t0 Cfl t� Q + + + J + Q + J + Q + -J-t + Q + + ++ + + '� N N N N M M M M Q d- � to Q to S Lo Q o �� Q Lo cL ci a_ CL ci a_ - w Q Et w Q <t o <t c� <C o Q o Q Q Q w Q << w << < w a Q w <C <[ Q Q LL.i Q Q w Q �C � d �-- F- F- F- t- �•- < < F- �-- F- F- F- F- F- F- F- F- F- �-- F-- F-- I-- I- z t- w F- z I- w �- z �- w F- z cn cn cn cn cn cn cn cn cn cn U} cn cn cn cn V) cn V) w V) m V) w U) m U) w V) m V) w cn U) Va Ui (n V) U) V) V) U) 70.83 LF WALL SEC. 1 23.18 LF WALL SECTION 1 PUBLIC WALL w C4 2.00 LF WALL SECTION 1 Co I� Q 0 W Of w-- z V 0 to a z 0_ U) m > > W. w w --j Wo Cr M M 00 (-) w m z w o E.0 Q W W W W LL CL C'4 0 w a Lo f'o a r i j 1 Y' - w ... E V w w 368 1 � d' f i E i 4 rlI 1 b i }y - E O 1y t r d 7 3 3 366 --� r i � r Q }} r �F- 364 _ • G' w.,. ....._ v.b..�,.,�._.._..,...•, �` xv...�,.x,_w.:w..._.._... � .,,_. n.«._.._.. X ... - N_., 1S „w,.-- .w.,,«x ,�,._.x.�x..,... ..,.,-._........,_ .,_.n.�-- .�.-- _�.«.w, »......... � � p �3 � __ . 3 s F f , i S� t g � � .�• .� r ...� - r.• _ . �� r � �^ "r - � �� � _ �.. � � _ �.. �. �� �.. �. r �� - . �� �.� _ � �� _ �. ..>............,- 362 � 1 s 1 - }! it � � t � #� p t d � ' �► �� }q { E E 1 _ _ - - - - - --------- - - - - - - - - 365 0- - r--w1 tot � � i : � # � � .._.....w..._.x..•.� ._x..W....,�.- �. -..... a a ° .r ° a I � - - .«.,.....x.....,.,,,.�,..:...v- .e.._.,...,, «.�,... «.4.,,..........,.a..,... «...,....w.«.,.:- «.�•,x.- .•..w_.... ,.... ...,�...,n....,. ;. -..... ,wx,- „ -,m+x. ..'-^ �t I 8 i r 7 a �. FINISH PAD r 4 3 E R eC AJ 358 I � k i � t py§ - a �° ° +^ � � ..— - � - ( ..._..._.. �.-. �... «.w«. a..a........ .,...,.x._..r�, � w+. wuw .v.,,....,...« »......�+..,. -,n .v.. ,..,..<.._.-.... r,. �.•...•.».-•. ._> ........ ......,.- rw»- r^{^ --^ .+..r.-- . +.... -., r-«• E �7. 1 f _ 356 �..- �,,. -..� r-�-.� _ -- i (- _ �� - f � „J � ._w._ ....»...M.. .,,..._.,.»._ ».,.. .....,_.:,. .,...,.,.,.....,.,.,.e.. ,. .�........,,..w.,,.,.......,.,, .. �.... �. ..._,�.»....�.� ...............< .....,�_.... .»..<....,...^ ...,, ... ,-,. .. w.._«.,......... n.._,....,.....,,..�.._,_....._ .,1�,...«„.....v ..x_,_....,..�..«, r .- Y S 0% 3 c 354 tit a � k TOP 0 f; f E 3 - w s E � � � r � � � ... _ 352 _ FOOTIN .�� .��.y._ T .- ., _.._,Y.�._ . ..r _ _ -.. r~�. xr 5fi 57 50 51 52 3 Q..7 0 o to to M M o o co co M M M M M M C o rte}• M M co 000 }• d M_ V_ 00 00 d- d' r°- r OC) 00 �-- r �-- N N N N N co Lf) c0 co c�? to r` r` o0 OD o0 00 O o, 0 O O co N Lei LO Lf) LN) Lf) to to to CU to ; ”` co ct) to M L0 Lf) �M MM MM MM MM MM r�iM 0 M M M M ro P Lt1 >> >� >� >> W W Li LA W W W W W W W W J Li JJ dLd JJ JJ W1J JJ JJ JJ _j _j W •--t J J J J J ww ww ww ww ww w w w w w w W o' w w W W W ..4• W W w w w w w w •` w •• w V oo tQco OO coc[i o� (D (0 �� oa Q Lo 0 010• L0�° d: ? o NN 00 rr 00 00 00 � ' O0 4 J M � a t0 (D rri M d zi- d LN) Lf) to to Ln Lf) LO LLo 0 I m � N r J M O J N Lo + + �- + -#- + N N t0 Cfl t� Q + + + J + Q + J + Q + -J-t + Q + + ++ + + '� N N N N M M M M Q d- � to Q to S Lo Q o �� Q Lo cL ci a_ CL ci a_ - w Q Et w Q <t o <t c� <C o Q o Q Q Q w Q << w << < w a Q w <C <[ Q Q LL.i Q Q w Q �C � d �-- F- F- F- t- �•- < < F- �-- F- F- F- F- F- F- F- F- F- �-- F-- F-- I-- I- z t- w F- z I- w �- z �- w F- z cn cn cn cn cn cn cn cn cn cn U} cn cn cn cn V) cn V) w V) m V) w U) m U) w V) m V) w cn U) Va Ui (n V) U) V) V) U) 70.83 LF WALL SEC. 1 23.18 LF WALL SECTION 1 PUBLIC WALL w C4 2.00 LF WALL SECTION 1 Co a r i j 1 Y' - w ... E V w w 368 1 � d' f i E i 4 rlI 1 b i }y - E O 1y t r d 7 3 3 366 --� r i � r Q }} r �F- 364 _ • G' w.,. ....._ v.b..�,.,�._.._..,...•, �` xv...�,.x,_w.:w..._.._... � .,,_. n.«._.._.. X ... - N_., 1S „w,.-- .w.,,«x ,�,._.x.�x..,... ..,.,-._........,_ .,_.n.�-- .�.-- _�.«.w, »......... � � p �3 � __ . 3 s F f , i S� t g � � .�• .� r ...� - r.• _ . �� r � �^ "r - � �� � _ �.. � � _ �.. �. �� �.. �. r �� - . �� �.� _ � �� _ �. ..>............,- 362 � 1 s 1 - }! it � � t � #� p t d � ' �► �� }q { E E 1 _ _ - - - - - --------- - - - - - - - - 365 0- - r--w1 tot � � i : � # � � .._.....w..._.x..•.� ._x..W....,�.- �. -..... a a ° .r ° a I � - - .«.,.....x.....,.,,,.�,..:...v- .e.._.,...,, «.�,... «.4.,,..........,.a..,... «...,....w.«.,.:- «.�•,x.- .•..w_.... ,.... ...,�...,n....,. ;. -..... ,wx,- „ -,m+x. ..'-^ �t I 8 i r 7 a �. FINISH PAD r 4 3 E R eC AJ 358 I � k i � t py§ - a �° ° +^ � � ..— - � - ( ..._..._.. �.-. �... «.w«. a..a........ .,...,.x._..r�, � w+. wuw .v.,,....,...« »......�+..,. -,n .v.. ,..,..<.._.-.... r,. �.•...•.».-•. ._> ........ ......,.- rw»- r^{^ --^ .+..r.-- . +.... -., r-«• E �7. 1 f _ 356 �..- �,,. -..� r-�-.� _ -- i (- _ �� - f � „J � ._w._ ....»...M.. .,,..._.,.»._ ».,.. .....,_.:,. .,...,.,.,.....,.,.,.e.. ,. .�........,,..w.,,.,.......,.,, .. �.... �. ..._,�.»....�.� ...............< .....,�_.... .»..<....,...^ ...,, ... ,-,. .. w.._«.,......... n.._,....,.....,,..�.._,_....._ .,1�,...«„.....v ..x_,_....,..�..«, r .- Y S 0% 3 c 354 tit a � k TOP 0 f; f E 3 - w s E � � � r � � � ... _ 352 _ FOOTIN .�� .��.y._ T .- ., _.._,Y.�._ . ..r _ _ -.. r~�. xr 5fi 57 50 51 52 3 Q..7 0 o to to M M o o co co M M M M M M C o rte}• M M co 000 }• d M_ V_ 00 00 d- d' r°- r OC) 00 �-- r �-- N N N N N co Lf) c0 co c�? to r` r` o0 OD o0 00 O o, 0 O O co N Lei LO Lf) LN) Lf) to to to CU to ; ”` co ct) to M L0 Lf) �M MM MM MM MM MM r�iM 0 M M M M ro P Lt1 >> >� >� >> W W Li LA W W W W W W W W J Li JJ dLd JJ JJ W1J JJ JJ JJ _j _j W •--t J J J J J ww ww ww ww ww w w w w w w W o' w w W W W ..4• W W w w w w w w •` w •• w V oo tQco OO coc[i o� (D (0 �� oa Q Lo 0 010• L0�° d: ? o NN 00 rr 00 00 00 � ' O0 4 J M � a t0 (D rri M d zi- d LN) Lf) to to Ln Lf) LO LLo 0 I m � N r J M O J N Lo + + �- + -#- + N N t0 Cfl t� Q + + + J + Q + J + Q + -J-t + Q + + ++ + + '� N N N N M M M M Q d- � to Q to S Lo Q o �� Q Lo cL ci a_ CL ci a_ - w Q Et w Q <t o <t c� <C o Q o Q Q Q w Q << w << < w a Q w <C <[ Q Q LL.i Q Q w Q �C � d �-- F- F- F- t- �•- < < F- �-- F- F- F- F- F- F- F- F- F- �-- F-- F-- I-- I- z t- w F- z I- w �- z �- w F- z cn cn cn cn cn cn cn cn cn cn U} cn cn cn cn V) cn V) w V) m V) w U) m U) w V) m V) w cn U) Va Ui (n V) U) V) V) U) 70.83 LF WALL SEC. 1 23.18 LF WALL SECTION 1 PUBLIC WALL w C4 2.00 LF WALL SECTION 1 Co I <c Q o! o 0 L L_L...I W ! w N d- �t- r O z o 0 L0 n 370 ,....�...,,�...�.. �_.�v...�.�.....,..,�,...s..� w w.��.. 3 � � � 368 A FP. 357.7 3 FP 357.9 PLAN VIEW 1 FP 358.4 Q 0 o FP 358.3 o W U) FP 358. 1 FL al`s '.r'" 'AJ ..i' � \' ��„ ✓y Y. -'..' - ±,.y''�.r`" lk� n �0 9.38' 354.38 tl Q9 �, a." 000, SCALE: 1" = 50' cm wM)p p a 4 `5 k b , 364.1 4 a ,t ' CO ....y.:_..,,.w,......�.. R..�....., -- ,..+..., Y-..... .*••..,........e...,*v+r...•«,. w-n.. ...�.w.+... «,.w- ..--e. :...... �+w+...,...........,_....n....w .,...e ..,.,,,..«....... --�,. ,...rV. ,.,. ..- +:...•........... w' GRADE A CANAL _ �...�..<. ..........�,. ���. M... .....�..��.�.,_..�..�.......•.. �.�..�,.. DE OF ALL 3 .� 8 d0- co co v- V � d0-,. coo CO to r) Id � w ,°op � . . . . • O o o O 0) 0) co 0o co 00 r, r• 6 t0 r• Vl- .J co Coco co co CO LO uo LO M LO LO LO to M LO ..t � r7 r7 K3 r7 r7 Ki r7 � Q > » >>: » » » » > » W WW WW WW WW ww wW Ww WW w ww ww ww ww ww ww ww ww w w w w w w w w w w w w w w w w w WN o0 00 00 00 00 00 00 00 J r, 00 00 00 00 00 00 00 00 LO �Q cD r� 0000 00 �� NN K)M �� Mr Q + -("+ ++ ++ ++ ++ ++ ++ ++ _ LO to LO LO LO COW Coto cD W (0 co co (0 h r• Z a. o� a o_ a. a Q w <t <t w Q <t w a Q w �t Q w <t Q w �t <t w Q Q w Q <t Q w �-- r-- F- F- F- F-• r` H r- F- F- F- F- t-- F- F- F- F- F- r- F-- I-- F- F- :2 m cn cn rn cn rn cn cn cn cn cn cn cn rn cn cn rn cn cn cn cn cn cn cn c) V) 434.28 LF WALL SECTION 1 f.`yy PRIVATE WALL WALL PROFILE SCALE: HORZ. 1° = 50' VERT. 1" = 5' SCALE: 1 " =50' V � 1 S g� G�• F o ! i� I� ham• o ++ LO I O i 4 S8845'1 8"E STA. 46 +49.57 C.L.- 64.00 STA. 0 +66.69 WALL 1 s 355.36 EP �, 53 ! 0 JV v o + I� E T W w � ! N ZQ A o! � I Z 10 { o t ........'f.J boll i o L + + E N 8 1 < r PLAN VIEW SCALE: 1" = 50' I i< 3 �rf LOT SID S TION A SCALE: 1/4." = 1' 3 M0 I 01 Of < 'q- 0 Z 00 U ty lq- z O I Q J w U n W w 00 J r- �. W (0 t0 00 in N W Q m 0 0 Q w w z w U z w Ip cn a co PO 0 N cV r 00 r z m Q 0 0 m m Q Z ``' 3 v Q w D U • t � � N i c Q 370 �j pp �, z x W ..._ _,..� .. 362 1368 a 360 _ _ 360 P/L jj [\ f y i aV O c ` 5 Dc i 819 BOCK 3 2„ w E 3 • _ -- Z � k 'w` � z w 4 +.w....i.... f � � 358 �,..._...,..., ..,._ . .. <. ,...........,......,.. .- w.� 358 o STOP OF FINISH PAD 64 SUMP 3 SUMP SIDE �. 356 -_41356 LOT m 362 - - 354 Z SIDE 3541, _ �� _ - INISH P' D g w 360 o .._. 352 ?y µ �.. 352 1 2 3 ..z S - Q/O _._. - co coo P F 0 rn rn 12' 0-0 -mom S= 0% In In c� TQ 0 0, N N N c LO LO LO FOOTING LO LO LO LO .. 356 > > > > > > LO > co �j Q W 0 cn o Y w ww ww In w z 0 w _J w� Z 0) O O O O li O F- r in m Q cr M w J co 00 00 0 0 � N �=) 44 0606 00 o + m W Q 0- t �W SECTI.Q.N trS z QO< W O z r- V_ V_ NN ~ N U? N " — � F- c� Q w Q �C w Q Q w Q F-- o Q SCALE: 1/4 - 1 0 0 0 o Q w t- �- F- F- F- F- F- F- F- <t Z i- U � wo 00 o � m cn cn cn cn to cn cn rn cn � w V) m w co _, 00 54.00 LF 40.00 LF ° Q o + ~ Q 0+ WALL SEC. 2 WALL SEC. 31 uj U PUBLIC WALL > > Q 33.31 LF WALL SEC. 1 4.21 LF WALL SEC. 2 �� Q V) U) 2 w U) woo Q o REVISION e r u � 1 APPROVED BY: - MA MN SHAW DA R.C.E. 32178 EXP. 12/31/04 WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1 " = 5' COMMERCIAL HINGES 1 7/8" O.D. GALV. PIPE GATE FRAME 2.72 # /FOOT COMMERCIAL HINGES 2 7/8" Q.D. GALV PIPE GATE POST 7.66 #/F00T SIDE ELEVATION 10- MIN. POST AND HINGE � o DETAIL N - :• BLOCK WALL w Q J PAINT 3" STRIPE TO MATCH BRICK CAP 16' FRONT ELEVATION n A TC DfICT B 1 7/8" DIA. PIPE FRAME �_j I 1 1 2 " x 4 "x 4" 2" x 4" (No. 1) Q (No. 1) rrNo. 1' J l T1--11 SIDING ci CBLOCK WALL CQMMERCIAI 1 7/8" DIA. PIPE FRAME PIPE FRAME HINGES COMMERCIAL LOCKING SECTION B -B DEVICE WITH DROP BAR 8 BACK ELEVATION NOTE: CONTRACTOR TO SUBMIT GATE DESIGN 6' GATE DETAIL INCLUDING MATERIALS TO BE USED FOR NO SCALE APPROVAL BY ENGINEER 5 anree t3V M 1 GATE POST � I Of `BLOCK WALL a a -INSTALL METAL HASP WOODEN GATE (Tt -11 SIDING) WITH GROOVED FINISH (PAINT SIDING TO MATCH STUCCO) Q t DI nnV %A/Al 1 C.0) ow"w"I co -l% J cat J d � 4 IL CL Z 4=0;) o � •c� � J Z a; a o to r 1 M 4 D Q U O Q W I 0) I � M IL 0 1141 "00111w, 6.0 '01, __­11, WALL PROFILE SCALE: HORZ. 1° = 50' VERT. 1" = 5' SCALE: 1 " =50' V � 1 S g� G�• F o ! i� I� ham• o ++ LO I O i 4 S8845'1 8"E STA. 46 +49.57 C.L.- 64.00 STA. 0 +66.69 WALL 1 s 355.36 EP �, 53 ! 0 JV v o + I� E T W w � ! N ZQ A o! � I Z 10 { o t ........'f.J boll i o L + + E N 8 1 < r PLAN VIEW SCALE: 1" = 50' I i< 3 �rf LOT SID S TION A SCALE: 1/4." = 1' 3 M0 I 01 Of < 'q- 0 Z 00 U ty lq- z O I Q J w U n W w 00 J r- �. W (0 t0 00 in N W Q m 0 0 Q w w z w U z w Ip cn a co PO 0 N cV r 00 r z m Q 0 0 m m Q Z ``' 3 v Q w D U • t � � N i c Q 370 �j pp �, z x W ..._ _,..� .. 362 1368 a 360 _ _ 360 P/L jj [\ f y i aV O c ` 5 Dc i 819 BOCK 3 2„ w E 3 • _ -- Z � k 'w` � z w 4 +.w....i.... f � � 358 �,..._...,..., ..,._ . .. <. ,...........,......,.. .- w.� 358 o STOP OF FINISH PAD 64 SUMP 3 SUMP SIDE �. 356 -_41356 LOT m 362 - - 354 Z SIDE 3541, _ �� _ - INISH P' D g w 360 o .._. 352 ?y µ �.. 352 1 2 3 ..z S - Q/O _._. - co coo P F 0 rn rn 12' 0-0 -mom S= 0% In In c� TQ 0 0, N N N c LO LO LO FOOTING LO LO LO LO .. 356 > > > > > > LO > co �j Q W 0 cn o Y w ww ww In w z 0 w _J w� Z 0) O O O O li O F- r in m Q cr M w J co 00 00 0 0 � N �=) 44 0606 00 o + m W Q 0- t �W SECTI.Q.N trS z QO< W O z r- V_ V_ NN ~ N U? N " — � F- c� Q w Q �C w Q Q w Q F-- o Q SCALE: 1/4 - 1 0 0 0 o Q w t- �- F- F- F- F- F- F- F- <t Z i- U � wo 00 o � m cn cn cn cn to cn cn rn cn � w V) m w co _, 00 54.00 LF 40.00 LF ° Q o + ~ Q 0+ WALL SEC. 2 WALL SEC. 31 uj U PUBLIC WALL > > Q 33.31 LF WALL SEC. 1 4.21 LF WALL SEC. 2 �� Q V) U) 2 w U) woo Q o REVISION e r u � 1 APPROVED BY: - MA MN SHAW DA R.C.E. 32178 EXP. 12/31/04 WALL PROFILE SCALE: HORZ. 1" = 50' VERT. 1 " = 5' COMMERCIAL HINGES 1 7/8" O.D. GALV. PIPE GATE FRAME 2.72 # /FOOT COMMERCIAL HINGES 2 7/8" Q.D. GALV PIPE GATE POST 7.66 #/F00T SIDE ELEVATION 10- MIN. POST AND HINGE � o DETAIL N - :• BLOCK WALL w Q J PAINT 3" STRIPE TO MATCH BRICK CAP 16' FRONT ELEVATION n A TC DfICT B 1 7/8" DIA. PIPE FRAME �_j I 1 1 2 " x 4 "x 4" 2" x 4" (No. 1) Q (No. 1) rrNo. 1' J l T1--11 SIDING ci CBLOCK WALL CQMMERCIAI 1 7/8" DIA. PIPE FRAME PIPE FRAME HINGES COMMERCIAL LOCKING SECTION B -B DEVICE WITH DROP BAR 8 BACK ELEVATION NOTE: CONTRACTOR TO SUBMIT GATE DESIGN 6' GATE DETAIL INCLUDING MATERIALS TO BE USED FOR NO SCALE APPROVAL BY ENGINEER 5 anree t3V M 1 GATE POST � I Of `BLOCK WALL a a -INSTALL METAL HASP WOODEN GATE (Tt -11 SIDING) WITH GROOVED FINISH (PAINT SIDING TO MATCH STUCCO) Q t DI nnV %A/Al 1 C.0) ow"w"I co -l% J cat J d � 4 IL CL Z 4=0;) o � •c� � J Z a; a o to r 1 M 4 D Q U O Q W I 0) I � M IL 0 1141 "00111w, 6.0 '01, __­11, W I 0) I � M IL 0 1141 "00111w, 6.0 '01, __­11,