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HomeMy WebLinkAbout1.4-7268 OffsiteGENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition FOUNDATIONS A. For allowable soil bearing values refer to the Krazan & Associates Soils Report KA No. 022-14078, Dated 5-15-14 And Krazan & Associates Soils Report KA No. 022-14078, Dated 6-28-18. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type It, ASTM C-150. 3. Aggregate: ASTM C-33. 4, Water: Clean and Drinkable. Concrete Mix Design For Footings and Well Grouting: : g g g 1. Class "B" Concrete, 2500 PSI ®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: ASTM A615, Grade 60 deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S. 1200 PSI ® 7 days and 1800 PSI ® 28 days. C. Grout: 1. Strength: 1500 PSI ® 7 days and 2500 PSI ® 28 days. 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. NOTES NOTES (CON'T) 23. RETAINING AND/OR BELOW GRADE WALLS SHOULD BE DRAINED WITH FREE DRAINING GRAVEL. THE GRAVEL ZONE SHOULD HAVE A MINIMUM WIDTH OF 12 INCHES WIDE. 24. OIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL HEIGHT OVER TOE SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 3. 25. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. R 2'. 3 1/Yx 2 3/16•x 71/f RED BRICK CAP SHALL BE GIVEN 24 HOURS NOTICE. (CENTERED IN ALL, GROUT SOLID ALL CAVITIES CITY CONST. INSPECTION DEPARTMENT: 326-3049 3 5/8"x 7/16`x 7 5/8' GENERAL NOTES N.T.S. FINISHED PAD BLOCK TYPE: MORTARED CONCRETE BLOCK RED BRICK VENEER 3 5/8•x 7/16•x 7 5/8' SIZE WALL: 6"x 8"x 16" AND 8"x 8"x 16" R CONCRETEE BLOCK #5 CONT. BOND BEAM RED BRICK VENEER W-07 WALL SECTION: 'L' BAR AT 16" O.C. PATTERN: RUNNING BOND FIRST COURSE SHOULD CONSIST (If FROM THE TOP)W (CENTERED IN WALL) 05 CONT. BOND BEAM 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT 14" (8" MIN.) (25" MIN. LAP SPLICE) Z 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING ' 4 EA #4 BAR O T O.C. THE AREA ALONG THE WALL LINE, FIRST COURSE SHOULD 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED I 6%8"x16" CONCRETE BLOCK w x w 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY MONO 3" J STUCCO �. S cis 7. GROUT SOm ALL CAVITIES I o o w ro a I 12 INCHES BELOW BOTTOM OF FOOTING. B. J g PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 (48• MIN. SPLICE) io COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. w0 Z _ � w I #5 CONT BOND BEAM a - a v N (AT MID HEIGHT) ILOT SIDE 'n w JOINTS OF 60' IN WALLS WITHOUT PILASTERS. LOT SIDE 10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB (8'-B° WALL & 9'-4° WALL) o 7'-4° Wel I SC11M �" THAN 8 FOOT CHORDS. #4 'VERY BAR AT 32' D.C. O (CENTERED IN WALL) (25' MIN. LAP SPLJCE) FINISHED PAD STREET SIDE SEALANT TO BE APPUED BY WALL CONTRACTOR 2% FIRST COURSE SHOULD CONSIST < 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION SIDEWALK GRADE NDSCAPING OF UNMORTARED HEAD JOINTS 70 ALLOW FOR DRAINAGE a THE CITY CONSTRUCTION INSPECTION DEPARTMENT VARIES (6' MIN.) 10° 10" MIN. Y CONCRETE COVER FOR ALL REBAR (TYPJ 3"XYXY CONCRETE BLOCK 26" CHAIRS SHALL BE USED TO PLACE FOOTING REBAR A L L SECTION 1 HEIGHT: (7'-4" TO 8'-0") N.T.S. 2 31/2% 2 3/16•x 7 1/2• LOT SHALL BE GIVEN 24 HOURS NOTICE. (CENTERED IN ALL, GROUT SOLID ALL CAVITIES CITY CONST. INSPECTION DEPARTMENT: 326-3049 (EXTEND TO 48" ABOVE TOP OF FOOTING) GENERAL NOTES N.T.S. FINISHED PAD BLOCK TYPE: MORTARED CONCRETE BLOCK I 3 5/8•x 7/16•x 7 5/8' SIZE WALL: 6"x 8"x 16" AND 8"x 8"x 16" R CONCRETEE BLOCK COLOR: STANDARD GREY RED BRICK VENEER BY WALL CONTRACTOR PATTERN: RUNNING BOND FIRST COURSE SHOULD CONSIST 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 05 CONT. BOND BEAM 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT 14" (8" MIN.) HIGHEST SIDE OF WALL. Z 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING ' 4 EA #4 BAR O T O.C. THE AREA ALONG THE WALL LINE, FIRST COURSE SHOULD 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED 1 VARIES (6- MIN.) BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. h 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY MONO 3" DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE (CENTERED IN WALL) �. CHARGED OUT ON AN HOURLY BASIS. z 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY (25• MIN. SPUCE) g f4 •wRr BAR AT 16• D.C. DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF I 12 INCHES BELOW BOTTOM OF FOOTING. B. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER g PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 (48• MIN. SPLICE) io COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. w0 Z ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH I I A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL. a - 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION w JOINTS OF 60' IN WALLS WITHOUT PILASTERS. LOT SIDE 10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB (8'-B° WALL & 9'-4° WALL) o AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER �" THAN 8 FOOT CHORDS. #4 'VERY BAR AT 32' D.C. O HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE < 1/2" tt/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN � a IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK (48° MIN. SPLICE) WILL BE ALLOWED, ALL CONSTRUCTION OF NON -MODULAR PIECES wo SHALL BE DONE WITH SAWCUTS 11.. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. a, 12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO � w COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT O n �z 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. 13. 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. 14. PRIOR TO INSTALLATION OF ANY SIGNAGE. SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE SIDEWAL BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC VARIES 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 rn THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 15. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY it 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. 16, 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 IMPROVEMENT AGREEMENT, A DEPOSIT BASED UPON AN APPROVED 0 ENGINEER'S ESTIMATE SHALL. BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 18. ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE WALLS AND ARE z TO BE PRIVATELY MAINTAINED. 19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION (811). A" 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED ® W TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 21. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO `*:30 NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE Cr REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 22. MAXIMUM SLOPE RATIO FROM THE BACK OF SIDEWALK TO FACE OF c WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND UUJ THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2$. = U < J ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND x THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. MIN. Y CONCRETE COVER FOR ALL REBAR (TYPJ 3"XYXY CONCRETE BLOCK 26" CHAIRS SHALL BE USED TO PLACE FOOTING REBAR A L L SECTION 1 HEIGHT: (7'-4" TO 8'-0") N.T.S. 2 31/2% 2 3/16•x 7 1/2• LOT VICINITY MAP NO SCALE R 2•• (CENTERED IN ALL, GROUT SOLID ALL CAVITIES I. (EXTEND TO 48" ABOVE TOP OF FOOTING) RED BRICK CAP N.T.S. FINISHED PAD RED BRICK VENEER I 3 5/8•x 7/16•x 7 5/8' 3 EA 8 X16' R CONCRETEE BLOCK SEALANT TO BE APPLIED RED BRICK VENEER BY WALL CONTRACTOR FIRST COURSE SHOULD CONSIST 2% OF UNMORTARED HEAD JOINTS 05 CONT. BOND BEAM TO ALLOW FOR DRAINAGE GRADE 14" 14" (8" MIN.) (12' FROM INE TOP) Z II I 1 RID BRICK CAP ' 4 EA #4 BAR O T O.C. N FIRST COURSE SHOULD w W2 N 1 VARIES (6- MIN.) STUCCO h #4 BAR O 3Y O.C. STUCCO - MONO 3" w a (CENTERED IN WALL) �. /5 GOVT. BOND BEAM z m - - - - - (25• MIN. SPUCE) g f4 •wRr BAR AT 16• D.C. (12' FROM THE TOP) I ISNE t6" CONCRETE BLOCK (CENTERED IN WALL) w g o (48• MIN. SPLICE) io r w0 Z N I I o a a - W U f5 CONT. SOW BEAM 6'x8°x16° CONCRETE BLOCK f5 CONT BOND BEAM (AT MID HEIGHT) #4 °L" BAR AT 16" O.C.71 oa w (CENTERED IN WALL) N (EXTEND TO 48" ABOVE TOP OF FOOTING) GROUT SOLID ALL CAVIES VICINITY MAP NO SCALE R 2•• (CENTERED IN ALL, GROUT SOLID ALL CAVITIES I. (EXTEND TO 48" ABOVE TOP OF FOOTING) STREET SIDE N.T.S. FINISHED PAD RED BRICK VENEER I I NEATLY GROUT CAVITY 3 EA 8 X16' R CONCRETEE BLOCK SEALANT TO BE APPLIED BY WALL CONTRACTOR FIRST COURSE SHOULD CONSIST 2% OF UNMORTARED HEAD JOINTS SCARING TO ALLOW FOR DRAINAGE GRADE 14" 14" (8" MIN.) Z II I 1 RID BRICK CAP ' 4 EA #4 BAR O T O.C. N FIRST COURSE SHOULD SIDEWALK GRADE 12' N 1 VARIES (6- MIN.) STUCCO f4 *VERT* BAR AT 8' #4 BAR O 3Y O.C. o MONO 3" N (CENTERED IN WALL) �. MIN. Y CONCRETE COVER FOR ALL REEAR (TYP.) 3'X3'X3' CONCRETE BLOCK 36" CHAIRS SHALL BE USED TO PLACE FOOTING RETIAR WALL SECTION 3 (8'-0" TYPE C) N.T.S. 33 I 34 II 35 I 361 II 37 12 22 SITE 31/2% 2 3/16•x 7 1/Y__ RED BRIO( CAP 3 5/8"x 7/16'x 7 5/8` VICINITY MAP NO SCALE R 2•• (CENTERED IN ALL, GROUT SOLID ALL CAVITIES (EXTEND TO 48" ABOVE TOP OF FOOTING) �I N.T.S. NEATLY GROUT CAMtt RED BRICK VENEER I FINISHED PAD m N R 4 EA, 8•X8•%16• 15 CONT. BOND BEAM CONCRETE BLOCK 2" I (1Y FROM THE TO') BY WALL CONTRACTOR #5 CONT. BOND BEAM 3 1/27x 2 3/16•x 7 1/2• � (12• FROM TOP OF FOOTING) Z II I 1 RID BRICK CAP ' E ESiRIAN TRAIL FIRST COURSE SHOULD SIDEWALK GRADE 12' N 1 VARIES (6- MIN.) STUCCO f4 *VERT* BAR AT 8' O.C. o MONO 4 EA. f1l BAR O 12. O.C. N (CENTERED IN WALL) �. /5 GOVT. BOND BEAM m - - - - - (25• MIN. SPUCE) z (12' FROM THE TOP) o 6°x8°xie CONCRETE BLOCK I w g o o STUCCO Z N I z LOT SIDE W U f5 CONT. SOW BEAM 6'x8°x16° CONCRETE BLOCK w (AT MID HEIGHT) LOT SIDE /w (8'-B° WALL & 9'-4° WALL) o �" #4 'VERY BAR AT 32' D.C. O GROUT SOLID ALL CAVITIES < � a s DO (48° MIN. SPLICE) z< wo (o m a, d Ax � w J O n �z > U STREET SIDE I ..SEALANT TO BE APPLIED BY WALL CONTRACTOR FIRST COURSE SHOULD CONSIST OF UNMORTARED HEAD JOINTS y° TO ALLOW FON DRAINAGE NDSCAPING SIDEWALK GRADE VARIES (6" MIN.) n 4 EA f4 BAR O 9' O.C. N 14 BARO 32. O.C. 3" MIN. 3° CONCRETE COVER FOR ALL REBAR (TYP) 3°X3°%3` CONCRETE BLOCK 36" CHAIRS SHALL BE USED TO PLACE FOOTING REBAR WALL SECTION 2 (7'-4" TYPE C) #5 CONT BOND BEAM w w l - (AT MID HEIGHT)#4 1• BAR AT 32' O.C. (B'-8° WALL)> co 3 48• MAX. SPACING (TTP.) 14 •L• BAR AT 16" O.C. (9'-4" WALL) -Ki Nw (CENTERED IN ALL, GROUT SOLID ALL CAVITIES (EXTEND TO 48" ABOVE TOP OF FOOTING) �I N.T.S. NEATLY GROUT CAMtt STREET SIDE ��" I FINISHED PAD m N R 4 EA, 8•X8•%16• I CONCRETE BLOCK 2" I z BY WALL CONTRACTOR #5 CONT. BOND BEAM 3 1/27x 2 3/16•x 7 1/2• � (12• FROM TOP OF FOOTING) Z II I 1 RID BRICK CAP ' E ESiRIAN TRAIL FIRST COURSE SHOULD SIDEWALK GRADE 12' 3 5/8•x 7/16•x 7 5/8° 1 VARIES (6- MIN.) FOR DRAINAGE RED BRICK VENEER MONO 4 EA. f1l BAR O 12. O.C. N /5 GOVT. BOND BEAM m - - - - - f4 BAR O 32" O.C. (12' FROM THE TOP) o 3" g o STUCCO Z N LOT SIDE W U w 0 6'x8°x16° CONCRETE BLOCK °D d r, (8'-B° WALL & 9'-4° WALL) io #4 'VERY BAR AT 32' D.C. O N < (CENTERED IN WALL) s DO (48° MIN. SPLICE) z< wo (o m a, d Ax WK J O n �z #5 CONT BOND BEAM w w l - (AT MID HEIGHT)#4 1• BAR AT 32' O.C. (B'-8° WALL)> co 3 48• MAX. SPACING (TTP.) 14 •L• BAR AT 16" O.C. (9'-4" WALL) -Ki Nw MIN. Y CONCRETE COVER FOR ALL REBAR (TYPJ WALL SECTION 4 HEIGHT: (8'-8" TO 9'-4") CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA OFF-SITE WALL CONSTRUCTION PLANS FOR TRACT YC ■ ■ 268 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. HINGES 1 7/8" O.D. GALV PIPE GATE FRAME 2.72 #/FOOT �h (CENTERED IN ALL, GROUT SOLID ALL CAVITIES (EXTEND TO 48" ABOVE TOP OF FOOTING) �I II NEATLY GROUT CAMtt STREET SIDE ��" I FINISHED PAD m N 4 EA, 8•X8•%16• I CONCRETE BLOCK SEALANT TO BE APPLIED I z BY WALL CONTRACTOR #5 CONT. BOND BEAM w � (12• FROM TOP OF FOOTING) Z II I 1 U z ' E ESiRIAN TRAIL FIRST COURSE SHOULD SIDEWALK GRADE 12' CONSIST OF UNMORTARED 12 HEAD JONTSTO ALLOW I VARIES (6- MIN.) FOR DRAINAGE a MONO 4 EA. f1l BAR O 12. O.C. N m - - - - - f4 BAR O 32" O.C. M o 3" MIN. Y CONCRETE COVER FOR ALL REBAR (TYPJ WALL SECTION 4 HEIGHT: (8'-8" TO 9'-4") CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA OFF-SITE WALL CONSTRUCTION PLANS FOR TRACT YC ■ ■ 268 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. HINGES 1 7/8" O.D. GALV PIPE GATE FRAME 2.72 #/FOOT �h I ` BLOCK WAL �I 9 I> I I I m N z 1 w � Z II I 1 U z I J PLAIM®L"T& :V@ppAMWLEI C I - I I � I III I I , I WELL SITE -"N Poco coxrwugNrr PARK [E] DENOTES SHEET NUMBER KEY MAP SCALE: 1"=200' 2 7/8" O.D. GALV PIPE GATE POST 7.66 #/FOOT SIDE ELEVATION POST & HINGE DETAIL ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND 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 VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REF CTED ON RECO PLANS SUBMI D TO THE CITY ENGINEER. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-20 XylL tZI1-7!1 APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-20 D ._ REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE ;7z' A 76z� !2-1/y 1/S REVIEWED BY: TRAFFIC ENGINEER DATE ■ IIIIII 49 BENCHMARK: BASIS OF BEARINGS: TOP OF CONCRETE MONUMENT IN LAMPHOLE THE BEARING OF N 00'50'00" E AT THE S.W. CORNER OF TRACT 6146 UNIT SHOWN FOR CENTERLINE OF OLD FARM 1 & CENTERLINE OF NORIEGA ROAD. ROAD ON TRACT N0, 6146 UNIT 1, M. BK. 50, PG. 67 WAS USED AS THE ELEVATION = 369.39' (U.S.G.S. DATUM) PER BASIS OF BEARINGS SHOWN HEREON. CITY OF BAKERSFIELD BENCHMARK BOOK LIST OF MATERIALS OWNER & SUBDIVIDER: BLOCK WALL LF 1800 KERN LAND PARTNERS LLC, A CALIFORNIA LIMITED LIABILITY COMPANY SHEET INDEX 9201 CAMINO MEDIA, STE. 120 BAKERSFIELD, CA 93311 SHEET TITLE CONTACT PERSON: MATT WADE 1. COVER SHEET PHONE: (661) 885-9409 2. OLD FARM ROAD 3. NORIEGA ROAD GATE BLOCK WALL) rGATE POST 1 7/8" DIA. PIPE FRAME W J 1-11 SIDING (E a `BLOCK WALL l t 7/8" DIA. PIPE FRAME SECTION B -B 3" STRIPE TO BRICK CAP FRONT ELEVATION GATE POST I - 2"x 4" (No. 1) ISIs:ffym„IA COMMERCIAL) II HINGES -� 9 WOODEN GATE (T1-11 SIDING) WITH GROOVED FINISH (PAINT SIDING TO MATCH STUCCO) m j BLOCK WALL a I COMMERCIAL LOCKING -� DEVICE WITH DROP BAR , BACK ELEVATION GATE DETAIL SCALE: NONE Know whafs below. Call before you dig. 1.4-7268 CITY RECORDS NO: A w ` BLOCK WAL a 9 WOODEN GATE (T1-11 SIDING) WITH GROOVED FINISH (PAINT SIDING TO MATCH STUCCO) m j BLOCK WALL a I COMMERCIAL LOCKING -� DEVICE WITH DROP BAR , BACK ELEVATION GATE DETAIL SCALE: NONE Know whafs below. Call before you dig. 1.4-7268 CITY RECORDS NO: A sµ m N z w Z U z a MONO m M o m p ZO z W U d r, 1z; DO PAS Ax M J n �z > U P 0 m 0 rn it 0 V W z J F J W A" W 6 LL W G ® W W f `*:30 < m Cr " Prn W c ` UUJ = U < J x W Y ~ c 0 X Ili CD W � a V NO S 384 382 380 378 376 374 372 370 368 366 364 362 INTERSECTION STA. 10+00.00 C.L OLD FARM ROAD = INTERSECTION y, STA. 18+47.77 C.L OLD FARM ROAD = � � _ �sQJ�Iili II1 poz0aNII1bO�d ____IIl_._ II1_ _KIIl- III1I '�II1I F. -�S_�.__-__��''i111 -.___.._._._-.. .'•( ���III1c-IIInI1o± a mN Ili � ��M)t �I D�S.d�_CA'zo{{OOef�n te�_P.._ �E(m�n�MN ].J �J�3Q_1! 8 � . +0I 0 ¢b�•oi1 t 3� Z�3o��FOpq_F3Wi I.r>rNmI+--in'-O�N-N- '3I --I i' --.��-N-=9_gS-Pw�4>n�IcT� FIr am�Rl�1I W3j,I -, !I L---_dwg_LL - __�~3LLp3ZpimL3-ZIN _-.III __va�m'P� _omen�pog3poN2�b ^N>mnmQNwbriOFN+ � �m�Iom~b+_TpoyLLoIO�bL_�, ...~ m �w3�om-�aWbnN S. �I- Emg�t�i. _IIIIIIIli .. II G_IIIamwQ -R - H _ —I _— _2__ _E013+00 15+00 16+OD 17+00 19+00 NOD0OOE4.7-----__---- — nNE ___------ 650LINE OF SIGHT ___ _N00S00E 716.76- ___ ��__ ----__- ___--_ r____-_---_ OLf- _ __ 226.38' ION J FOOTING EASEMENTFOOTING p EASEMENT i tio3 O atiQ o 35' p++4' 4 12 3 _/1�I_J OLD FARM ROAD FUTURE PRIVATE STREET RIEGA EESHEET3 (STA. 10+00.00 TO 20+00.00) SCALEt" = 40' HORIZONTAL I;�. SCALE: 1" 4' VERTICAL fn o' o N O s a m fj us GRADE LOT SIDE L o GN'BIKEPANSOELIDSPE GRADE SIDE LAW APE— --T - �_ ____ - ----- PATH SIDE _ FOOTG DSCAPE GROE/ TOPFOONG o . LANDS APE GRAD EON LO�SIDE GRADE ON LOT SID > N p F N N -ww+ OF FOnS2 11L 2 o 9 pXW Vi -i 201.33 126.00 LF14.67 LF -F WAWALL S N 4 11.12 LF 1 0010.5 LF E00 1135 LF 5 32 LF 11+00 (.FF H 12+00 134 14+(SEsHFFT 11 16+00 17+00 (sFF sHFF18+00 40.64 LF 19+0(SESHEET 1)e _._ � 0N1LLwWrWZJ- WALL SECTION (SEE SHEET 1) WALL SECTION 1 (SEE SHEET 1) r 00+ 1100`50'00"E 4 0.49' V' _p m 384 382 380 378 376 374 372 370 368 366 364 362 WALL ALL S._Eb�0mM-m_C_�.mTI�i1_ O.�WN -.—A. _I11 (SEE SHEET t) +( t � 650' LINE OF SIGNT_ _ _ _ - 1 , I WALL SECTION t (SEE SHEET 1) / I 24+00 ----------- io P,L� __ 2' WALL n w W II ------ ¢ N .-, 2' WALL FOOTING 'I � °' w � - I—L-�� FOOTING IISEMENTT C p N p ASEMENI I � S m Exlsnec n � !' ti3 w ti3 i N W I "°' � - � ++ i�++ I BLOCK WALL d 3NN I iW NN� i� 3 53 .OLD FARM ROAD = M (STA. 20+00.00 TO 23+18.33) x 3 SCALE: 1" = 40' HORIZONTAL 3 3> 4 SCALE: 1" = 4' VERTICAL a LL w EXISTING BLOCK WALL EX. TRACT 615 (UNIT 4) LEGEND: (CONT.) DISTANCE 378 ABBREVIATIONS 11.35' r rn COMMERCIAL DRIVEWAY REFER TO STREET PLANS n FLOWLINE FS LANDSCAPING ELEV. nl CENTERLINE I GRADE BREAK 376 n ELEVATION FG n - STA. w<+ PI Iwo 374 wN LINEAR FEET TC wan+ BC BEGIN CURVE TP TOP OF PAVEMENT mry EC END CURVE n FINISH CONCRETE ig^,; PA PROPERTY UNE R/W RIGHT-OF-WAY BLDG. E.P. EDGE OF PAVEMENT A.P. ANGLE POINT 370 OQ SURVEY MONUMENT 2.0% MIN 4:1 MAX 20R MAX EXISTING SURVEY MONUMENT 368 + N PLANS N + N - REFER TO STREET PLANS Q N o Q � N STREET LIGHT (5800 LUMEN) - REFER TO STREET PLANS 364 -e- STREET LIGHT (9500 GG1I - REFER TO STREET PLANS <r EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 362 ' s 4 Q � < Z * i � T 2 h z 0 ISnNG 1 WALL I I I 0 V W J F' J q��4 Iii LL Q � - IS a f --- I ill LANDSC E C4iADE/ I A Q c I <=0o J ~ N LANDSCAPE ON BIKE P GRAOE� ni 9DE t J I GRADE LOT SIDE 6 OR W I N DSCAPE GR ON LOT E/ SIDE W 0 OF FOOTIN i FTA IN Lawns APE GRADE -Iso f j ON BI E PATH SIO N tq p MI � W oJd I � d _I - nm LL a -n pa z d d as od -n K i W STI to iiil$n w i 201.33 LF � '� 143.0 LF J --- ---+-- ` — j (SEE SHE T 1) 15.00 LF 1 .00 LF 6.33 LF (SEE SHEET 1) WALL S CT10N 2 (WALL SE'lION 3 WA SECTION 1 MzmoNo,n g01mI._n 0N1LLwWrWZJ- WALL SECTION (SEE SHEET 1) WALL SECTION 1 (SEE SHEET 1) r 00+ 1100`50'00"E 4 0.49' V' _p m 384 382 380 378 376 374 372 370 368 366 364 362 WALL ALL S._Eb�0mM-m_C_�.mTI�i1_ O.�WN -.—A. _I11 (SEE SHEET t) +( t � 650' LINE OF SIGNT_ _ _ _ - 1 , I WALL SECTION t (SEE SHEET 1) / I 24+00 ----------- io P,L� __ 2' WALL n w W II ------ ¢ N .-, 2' WALL FOOTING 'I � °' w � - I—L-�� FOOTING IISEMENTT C p N p ASEMENI I � S m Exlsnec n � !' ti3 w ti3 i N W I "°' � - � ++ i�++ I BLOCK WALL d 3NN I iW NN� i� 3 53 .OLD FARM ROAD = M (STA. 20+00.00 TO 23+18.33) x 3 SCALE: 1" = 40' HORIZONTAL 3 3> 4 SCALE: 1" = 4' VERTICAL a LL w EXISTING BLOCK WALL EX. TRACT 615 (UNIT 4) 21+00 T I, I I, 22+00 1 I, 23+00 24+00 -Jr _._-__. \ rL OLD FARM ROAD I I 1 3 I TRACKSIDE DRIVE 384 SCALE: 1" = 40' 40' 20' 0' 40' 80' 382 380 A.C. PAVEMENT %SEE OFFSITE STREET I IMPROVEMENT PLANS LEGEND: (CONT.) DISTANCE 378 ABBREVIATIONS 11.35' r rn COMMERCIAL DRIVEWAY REFER TO STREET PLANS n FLOWLINE FS LANDSCAPING ELEV. nl CENTERLINE I GRADE BREAK 376 n ELEVATION FG n - STA. w<+ PI Iwo 374 wN LINEAR FEET TC wan+ BC BEGIN CURVE TP TOP OF PAVEMENT mry EC END CURVE n FINISH CONCRETE ig^,; PA PROPERTY UNE R/W RIGHT-OF-WAY BLDG. E.P. EDGE OF PAVEMENT A.P. ANGLE POINT 370 OQ SURVEY MONUMENT 2.0% MIN 4:1 MAX 20R MAX EXISTING SURVEY MONUMENT 368 + N PLANS N + N - REFER TO STREET PLANS Q N o Q � N STREET LIGHT (5800 LUMEN) - REFER TO STREET PLANS 364 -e- STREET LIGHT (9500 GG1I - REFER TO STREET PLANS <r EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 362 ' s 4 Q � < Z * i � T 2 h z 0 ISnNG 1 WALL I I I 0 V W J F' J q��4 Iii LL Q � - IS a f --- I ill LANDSC E C4iADE/ I A Q c I <=0o J ~ N LANDSCAPE ON BIKE P GRAOE� ni 9DE t J I GRADE LOT SIDE 6 OR W I N DSCAPE GR ON LOT E/ SIDE W 0 OF FOOTIN i FTA IN Lawns APE GRADE -Iso f j ON BI E PATH SIO N tq p MI � W oJd I � d _I - nm LL a -n pa z d d as od -n K i W STI to iiil$n w i 201.33 LF � '� 143.0 LF J --- ---+-- ` — j (SEE SHE T 1) 15.00 LF 1 .00 LF 6.33 LF (SEE SHEET 1) WALL S CT10N 2 (WALL SE'lION 3 WA SECTION 1 21+00 T I, I I, 22+00 1 I, 23+00 24+00 -Jr _._-__. \ rL OLD FARM ROAD I I 1 3 I TRACKSIDE DRIVE 384 SCALE: 1" = 40' 40' 20' 0' 40' 80' 382 380 A.C. PAVEMENT %SEE OFFSITE STREET I IMPROVEMENT PLANS WALL SEC11ON 3 WALL ]G1.11UN o rvnu. DCUNUN 1 (SEE SHEET 1) (SEE SHEET 1) (SEE SHEET 1) I - 2' WALL BLOCK WALL `1 OLD FARM ROAD SECTION 2 SCALE: NONE LEGEND: (CONT.) DISTANCE 378 ABBREVIATIONS 11.35' L2 COMMERCIAL DRIVEWAY REFER TO STREET PLANS FL FLOWLINE FS LANDSCAPING ELEV. q CENTERLINE GB GRADE BREAK 376 ELEV. ELEVATION FG FINISH GROUND - STA. STATION PI POINT OF INTERSECTION 374 LF LINEAR FEET TC TOP OF CURB BC BEGIN CURVE TP TOP OF PAVEMENT � SECTION DESIGNATION EC END CURVE FC FINISH CONCRETE 372 PA PROPERTY UNE R/W RIGHT-OF-WAY BLDG. E.P. EDGE OF PAVEMENT A.P. ANGLE POINT 370 OQ SURVEY MONUMENT 2.0% MIN 4:1 MAX 20R MAX EXISTING SURVEY MONUMENT 368 + STREET SIGN - REFER TO STREET PLANS + METRO STREET SIGN - REFER TO STREET PLANS 366 m o Q � _o—. STREET LIGHT (5800 LUMEN) - REFER TO STREET PLANS 364 -e- STREET LIGHT (9500 LUMEN) - REFER TO STREET PLANS <r EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 362 ' WALL SEC11ON 3 WALL ]G1.11UN o rvnu. DCUNUN 1 (SEE SHEET 1) (SEE SHEET 1) (SEE SHEET 1) I - 2' WALL BLOCK WALL `1 OLD FARM ROAD SECTION 2 SCALE: NONE rL OLD FARM ROAD 45• 1 34. F 384 382 380 378 376 374 372 370 368 366 364 362 /Gi1 SCALE: 1" = 40' 40' 20' O' 40' 80' LINE TABLE LEGEND (CONT.) DISTANCE RI -1 TRAFFIC SIGNS REFER TO STREET PLANS 11.35' L2 COMMERCIAL DRIVEWAY REFER TO STREET PLANS 41.23 L3 CONSTRUCT BLOCK WALL 40.64' w TRACT BOUNDARY ---------- — — — — — — — MATCH UNE - — CENTERLINE - EASEMENT —J� -- ---- EXISTING EDGE OF PAVEMENT � a -------------- ----- ------SECTION L_ SECTIONLETTER _ - _ _ _ -���''pp-��\ � SECTION DESIGNATION SHEET WHERE 2 SECTION IS SHOWN 1 rL OLD FARM ROAD 45• 1 34. F 384 382 380 378 376 374 372 370 368 366 364 362 /Gi1 SCALE: 1" = 40' 40' 20' O' 40' 80' LINE TABLE ONE BEARING DISTANCE L1 N 4411'51' W 11.35' L2 N 4539'15" E 41.23 L3 N 44'2045' W 40.64' A.C. PAVEMENT SEE OFFSITE STREET - IMPROVEMENT PLANS B OLD FARM ROAD SECTION 2 SCALE: NONE SEE OFFSITE OIPROMENIENT AEA WALL PLANS aEtsrTE CRADNc rL OLD FARM ROAD 45' R/W 10• P 34• 7' 112• 2• L/�n� �L S BITE PATH I 2 V•-WTIER. I 0 A.C. PAVEMENT L2 SEE OFFSITE STREET I IMPROVEMENT PLANS 9n2 ulu I _.... ...,, P11 C OLD FARM ROAD SECTION 2 SCALE: NONE BLDG. STRUCTURE BLOCK WALL m 2 L/S 7 112' 1 11' L L BIDE PATH z' WALL w I FOOTING 81 EASEMENT 0 � a m K� ro Op m 1 � BLDG. I Z a :3 1 J STRUCTURE 2.0% MIN 4:1 MAX 20R MAX 20% MIN. 4:1 MAX � BLOCK WALL B OLD FARM ROAD SECTION 2 SCALE: NONE SEE OFFSITE OIPROMENIENT AEA WALL PLANS aEtsrTE CRADNc rL OLD FARM ROAD 45' R/W 10• P 34• 7' 112• 2• L/�n� �L S BITE PATH I 2 V•-WTIER. I 0 A.C. PAVEMENT L2 SEE OFFSITE STREET I IMPROVEMENT PLANS 9n2 ulu I _.... ...,, P11 C OLD FARM ROAD SECTION 2 SCALE: NONE BLDG. STRUCTURE BLOCK WALL m �m O o �W ® z w Z V � a m K� ro Op m � Z a :3 1 J U W W w � � W m o Q � � m o 3 ED N ' N J � U O Z * i � T h z 0 0 V W J F' J q��4 Iii LL Q W O IS a f A Q c Z M. Z <=0o J ~ O a v J t J W Q Y F 6 W I N W 0 PA SEE OFFSITE IMPRDYEME14T ONSITE GRADOM, AND WALL PLANS CE NORIEGA WALL G 57' ROAD I 15'L t10'L/S"EQUEIAN 6' BLDG. z STRUCTURE �g -'-A.C. PAVEMENT-BEEFT ELEV. 2%MIN ou MIN.AL ,,,,,, ...., 1 IMPROVEMENTOFFSISTREEPLANS 6' BLOCK WALL U 5.5' S/W -� E_) NORIEGA ROAD SCALE: NONE 6" CONC. BLOCK-- (LOWER COURSES) 8" CONC. BLOCK (UPPER COURSES) SINGLE BULL NOSE ON Eon 3 1/2" x 2 3/16" x 7 1/2" RED BRICK W/ WHITE MORTAR SCALE: NONE WATERPROOF SEAL SSSECTION SCNONE -ASTERS TO MATCH WALL 12" GOLD STAINLESS STEEL LETTERS 3 1/2"x 2 3/16"x 7 1/2" RED BRICK KITH DEVELOPMENT NAME RED BRICK CAP BRUSH SCRIPT MT `RED BRICK TRIM /'STUCCO SOMERSET VILLAGE 2'- RAISED STUCCO PLANTER INSTALLATION REQUIREMENTS: SCALE: NONE STAINLESS STEEL WALL ANCHORS (i/4 X 2 1/2) MIN. MOUNTED TOP AND BOTTOM EVERY 6 INCHES FLUSH TO THE WALL KITH EPDXY AND SHALL HAVE NO VOIDS BETWEEN SINAGE AND WALL. OLD FARM ROAD SEE SHEET 2 m N 89'13'41" W - - 384 382 380 378 376 374 372 370 368 366 364 362 w �I OF SIGH-- - - -- _ ----- _---—��nJ------------ M a lg" D 18 18' DRAIN NORIEGA ROAD (STA. 10+00.00 TO 16+60.84) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL WELL SITE REFER TO OFF -SI STORM DRAIN PLAI FOR SUMP EXPANSI( SEE WELL/SUMP WALL PLAN POLO COMMUNITY PARK EX. TRACT 6146 II� �n I ne 1 .m LS n� h I � I ^ EXISTING a / SUMP 1 _ EXISTING EXISTING__-. WALL 1 SEX. R/W �4" GAS EXISTING CURB AND GUTTER n O" 17+00 18+00 SCALE: 1" = 40' 40' 20' O' 40' 80' 10+00 11+00 3 1/2'x 2 3/16'x 7 1/2" RED BRICK WITH WHITE MORTAR 3 SIN 7/16"x 7 5/8" RED BRICK VENEER WITH WHITE MORTAR �— 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 LINE I B" (AS REQUIRED, PER PLAN) 3 1/2"x 2 3/16"x 7 7 2" G SECTION RED BRICK WITH WHITE 3 SCALE: NONE MORTAR TO MATCH WALL 8"x 8"x 16" CONC BLOCK 0 8" - WALL PORTION & 10"x 8"x 16" CONIC BLOCK 0 6" WALL PORTION #4 "L" BAR 0 EA. CORNER, 4"x 8"x 16" CONC. BLOCK NOTE- WALL OTEWALL SIGNAGE IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. WALL SIGNS REQUIRE A SEPARATE PERMIT FROM BUILDING DEPARTMENT. (SEE SHEET 1) 12+00 13+00 (SEE SHEET 1) 14+00 384 382 380 378 376 374 372 370 368 366 364 362 5.33 U.J15+00 EC (SEE SHEET 1) 16+00 17t00 WALL SEC110N 4 3 �2"x 2 3/16"x 7 1/2" RED BRICK ----- 3 (SEE SHEET 1) 1 W WHITE MORTAR __ LEGEND: HTIN F; 1 ABBREVIATIONS SURVEY MONUMENT 3 5[8"x 0 746% 7 5[8' RED BRICK FL FLOWLINE FS LANDSCAPING ELEV. EXISTING SURVEY MONUMENT OL CENTERLINE GB GRADE BREAK ELEV. ELEVATION FG FINISH GROUND STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TC J\ 1 i TP TOP OF PAVEMENT STREET UGHT (5800 LUMEN) - REFER TO STREET PLANS END CURVE FC FINISH CONCRETE STREET LIGHT (9500 LUMEN) - REFER TO STREET PLANS 6"x 8"x 16" CONCRETE BLOCK WITH STUCCO ON STREET SIDE c� M -tom- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS TYPICAL WALL ELEVATION — ALL SiREIETS 2'-0' R1-1 TRAFFIC SIGNS — REFER TO STREET PLANS SCALE: NONE �- LdL-:: N COMMERCIAL DRIVEWAY - REFER TO STREET PLANS 3 1/2'x 2 3/16'x 7 1/2" RED BRICK WITH WHITE MORTAR CONSTRUCT BLOCK WALL 8"x 8"x 16" CONCRETE BLOCK 3 1/2"x 2 3/16"x 7 1/2" RED TRACT BOUNDARY WITH MATCHING STUCCO ON STREET SIDE BRICK CAP WITH WHITE MORTAR MATCH UNE (LOWER COURSES, PER PLANS) CENTERLINE EXISTING EDGE OF PAVEMENT _ __ _ _ _ _ _ ____ wzm O rc 1rcm rc� o rc� rc 'rcm c "i xj o� I d LH_ g S t H if if i TIT H I — �xlsnwc BL CK WALL i II II II — I — — II — — ---— II II _ II _ II --JI —n — 11 1 u m LAN CAPE II GRADE ON SiDE 1 1 1 1 N GR NL EON ____ 11-__ SCAPE GR E/ _ I ---- ILOT SIDEN I 11 L --- -- 11 I 11 I I I j - - -11 - - -- - r-- - - - T s - - _- _ - __ -1 J} --------- -- -- -- ---- -- r �o - � ------- - --1t --- - -- - '= F - ---- _ �* _-_ -fit _ _ -+1 1= 7T - II - I - — lI F �— 11 1 - - - lr - N TOP OF FOOTING' m� m� N N m 3S m LAN CAPE GRADE ON zLQUL51MAN IRAII SIDE-- ---- — --o w ' G>> pO wW G>> OwW F>]Dy OwW \ww 00 ( woo I 1-M FFIA Tg _60 sa "' 23 98 LF 180.00 LF NN 172.34 I WALL ECTION _ — -._ i _ ylALL_SECTI N_4 _... - __..._ ...... L_.._..__W I SECTION i 10+00 11+00 3 1/2'x 2 3/16'x 7 1/2" RED BRICK WITH WHITE MORTAR 3 SIN 7/16"x 7 5/8" RED BRICK VENEER WITH WHITE MORTAR �— 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 LINE I B" (AS REQUIRED, PER PLAN) 3 1/2"x 2 3/16"x 7 7 2" G SECTION RED BRICK WITH WHITE 3 SCALE: NONE MORTAR TO MATCH WALL 8"x 8"x 16" CONC BLOCK 0 8" - WALL PORTION & 10"x 8"x 16" CONIC BLOCK 0 6" WALL PORTION #4 "L" BAR 0 EA. CORNER, 4"x 8"x 16" CONC. BLOCK NOTE- WALL OTEWALL SIGNAGE IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. WALL SIGNS REQUIRE A SEPARATE PERMIT FROM BUILDING DEPARTMENT. (SEE SHEET 1) 12+00 13+00 (SEE SHEET 1) 14+00 384 382 380 378 376 374 372 370 368 366 364 362 5.33 U.J15+00 EC (SEE SHEET 1) 16+00 17t00 WALL SEC110N 4 3 �2"x 2 3/16"x 7 1/2" RED BRICK ----- 3 (SEE SHEET 1) LINE R/W RIGHT-OF-WAY EDGE OF PAVEMENT AP. ANGLE POINT W WHITE MORTAR __ LEGEND: HTIN F; 1 ABBREVIATIONS SURVEY MONUMENT 3 5[8"x 0 746% 7 5[8' RED BRICK FL FLOWLINE FS LANDSCAPING ELEV. EXISTING SURVEY MONUMENT OL CENTERLINE GB GRADE BREAK ELEV. ELEVATION FG FINISH GROUND STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TC TOP OF CURB 1 BC BEGIN CURVE TP TOP OF PAVEMENT STREET UGHT (5800 LUMEN) - REFER TO STREET PLANS END CURVE FC FINISH CONCRETE 1/2" EXPANSION JOINT 6"x 8"x 16" MORTARED CONCRETE BLOCK 3 5/8"x 7/16"x 7 5/8" RED BRICK VENEER WITH WHITE MORTAR -- LINE OF SIGHT 3 1/2% 2 3/16"x 7 1/2" WITH MATCHING STUCCO ON STREET SIDE (UPPER COURSES) SECTION LETTER RED BRICK VENEER ANCHOR TIES TO CONC. F SECTIoN ------ - A SECTION DESIGNATION 1.4-7268 3 SCALE: NONE SHEET WHERE 2 SECTION IS SHOWN CITY RECORDS NO: s V© �wz 1 V i=11 3 �2"x 2 3/16"x 7 1/2" RED BRICK ----- 3 PAPROPERTY E.P. LINE R/W RIGHT-OF-WAY EDGE OF PAVEMENT AP. ANGLE POINT W WHITE MORTAR __ HTIN F; 1 SURVEY MONUMENT 3 5[8"x 0 746% 7 5[8' RED BRICK 11 @ EXISTING SURVEY MONUMENT VEN��tER ON TREET SID t� 1 1 STREET SIGN -REFER TO STREET PLANS METRO STREET SIGN - REFER TO STREET PLANS 1 i STREET UGHT (5800 LUMEN) - REFER TO STREET PLANS -e- STREET LIGHT (9500 LUMEN) - REFER TO STREET PLANS 6"x 8"x 16" CONCRETE BLOCK WITH STUCCO ON STREET SIDE c� M -tom- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS TYPICAL WALL ELEVATION — ALL SiREIETS 2'-0' R1-1 TRAFFIC SIGNS — REFER TO STREET PLANS SCALE: NONE �- LdL-:: N COMMERCIAL DRIVEWAY - REFER TO STREET PLANS 3 1/2'x 2 3/16'x 7 1/2" RED BRICK WITH WHITE MORTAR CONSTRUCT BLOCK WALL 8"x 8"x 16" CONCRETE BLOCK 3 1/2"x 2 3/16"x 7 1/2" RED TRACT BOUNDARY WITH MATCHING STUCCO ON STREET SIDE BRICK CAP WITH WHITE MORTAR MATCH UNE (LOWER COURSES, PER PLANS) CENTERLINE EXISTING EDGE OF PAVEMENT 1/2" EXPANSION JOINT 6"x 8"x 16" MORTARED CONCRETE BLOCK 3 5/8"x 7/16"x 7 5/8" RED BRICK VENEER WITH WHITE MORTAR -- LINE OF SIGHT 3 1/2% 2 3/16"x 7 1/2" WITH MATCHING STUCCO ON STREET SIDE (UPPER COURSES) SECTION LETTER RED BRICK VENEER ANCHOR TIES TO CONC. F SECTIoN ------ - A SECTION DESIGNATION 1.4-7268 3 SCALE: NONE SHEET WHERE 2 SECTION IS SHOWN CITY RECORDS NO: s V© �wz 1 V i=11