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HomeMy WebLinkAboutADM20-0128- SITE PLAN AND ELEVATIONSPlotted: Wednesday, December 23, 20204:29 PMSHEET NO. PROJECT NO.2007 SHEET TITLE: SCALE: NO.DATE:ISSUE: OROVILLE HEIGHTS FAMILY LIVING COMMUNITY 1409 ORO DAM BLVD. WEST OROVILLE, CA. FOR: WILLOW PARTNERS, LLC AS SHOWN 05-11-2020 INITIAL DESIGNATETA TS LACFO I INROF REN. 1-31-21NO. C8883 R S EIBORLNEC DI CNOSA E D.LT RAD V C E TIH © 2020, r.l. davidson, inc.no part of this drawing may be reproduced,stored in a retrieval system, or transmitted inany form or by any means, electronic, mechanical,photocopying, recording, or otherwise, withoutwritten permission of r.l. davidson, inc.all rights reserved. A-101 SITE PLAN R.L. Davidson, Inc. ARCHITECTS EST. 1987 425 Spruce Ave. Clovis, Ca 93611 559 . 435 . 3303 www.rldavidson.com 06-05-2020 SUBMITTAL PROJECT INFORMATION APPLICANT / DEVELOPER: WILLOW PARTNERS, LLC 310 N. WESTLAKE BLVD. STE. 210 WESTLAKE VILLAGE, CA 91362 SITE ADDRESS: 1409 ORO DAM BLVD. WEST OROVILLE, CA 95966 LEGAL DESCRIPTION - A.P.N.: 030-212-041 TOTAL SITE AREA: 5.0 ACRES (GROSS) = ±218,007 S.F. GENERAL PLAN DESIGNATION: MEDIUM HIGH DENSITY RESIDENTIAL EXISTING ZONING: MHDR: 14 UNITS / ACRE MAXIMUM PROPOSED ZONING: MHDR: 14 UNITS / ACRE MAXIMUM PROPOSED DENSITY: 13 UNITS / ACRE (65 UNITS TOTAL) FIRE SPRINKLERS: YES - NFPA-13 w/ ATTIC SPRINKLERS ALLOWED BUILDING HEIGHT: 35'-0" MEASURED FROM AVERAGE GRADE SITE DEVELOPMENT DATA UNITS: 'A' UNIT - 2 BD. / 1 BA. @ 825 S.F. = 28 - 23,100 S.F. 'B' UNIT - 2 BD. / 1 BA. @ 845 S.F. = 13 - 10,985 S.F. 'C' UNIT - 3 BD. / 2 BA. @ 1,169 S.F. = 15 - 17,535 S.F. 'D' UNIT - 3 BD. / 2 BA. @ 1,160 S.F. = 3 - 3,480 S.F. 'E' UNIT - 3 BD. / 2 BA. @ 1,102 S.F. = 6 - 6,612 S.F. TOTAL NUMBER OF UNITS: = 65 UNITS UNIT MIX: TOTAL 2 BD. / 2 BA. UNITS = 41 (63%) TOTAL 3 BD. / 2 BA. UNITS = 24 (37%) CONDITIONED AREA @ UNITS: = 61,712 S.F. REQUIRED YARDS: FENCES: FRONT,ORO DAM BLVD. (NORTH): 20'-0" NEW 6'-0" HIGH W.I. (WHERE SHOWN) REAR, (SOUTH): 5'-0" SIDE, (WEST): 10'-0" NEW 6'-0" HIGH W.I. FENCE SIDE, 14TH STREET (EAST): 10'-0" NEW 6'-0" HIGH W.I. (WHERE SHOWN) PARKING DEVELOPMENT DATA PARKING REQUIRED: 2 STALLS / UNIT x 65 UNITS = 130 STALLS REQ'D WITH (1) COVERED STALL / UNIT OFFICE AREA = 2 STALLS REQ'D TOTAL REQUIRED = 132 STALLS REQ'D MIN. PARKING STALL SIZE = 9'-0" x 19'-0" PARKING PROVIDED: COVERED PARKING = 65 OPEN STALLS = 61 MOTORCYCLE STALLS = 10 TOTAL PARKING PROVIDED: = 136 STALLS PROVIDED (7) ACCESSIBLE STALLS PROVIDED (10) MOTORCYCLE STALLS PROVIDED INDICATED AS (M) ON SITE PLAN PARKING STALL SIZE PROVIDED: = 9'-0" x 19'-0" DRIVEWAY WIDTH PROVIDED: = 25'-0" BUILDING TYPE '2' (1 BUILDING) UNIT TYPE BREAKDOWN: 'A' UNIT - 2 BD. / 2 BA. @ 825 S.F. = 24 - 19,800 S.F. 'B' UNIT - 2 BD. / 2 BA. @ 845 S.F. = 9 - 7,605 S.F. 'C' UNIT - 3 BD. / 2 BA. @ 1,169 S.F. = 9 - 10,440 S.F. 'D' UNIT - 3 BD. / 2 BA. @ 1,160 S.F. = 3 - 3,480 S.F. 'E' UNIT - 3 BD. / 2 BA. @ 1,102 S.F. = 6 - 6,612 S.F. SUB-TOTAL = 51 UNITS LAUNDRY ROOM: 3 @ 187 S.F. 561 S.F. TOTAL CONDITIONED BUILDING AREA: 47,937 S.F. TOTAL UNCONDITIONED BUILDING AREA: 10,471 S.F. (INCLUDES COVERED BALCONIES, PATIOS, BREEZEWAYS, STAIRS AND STORAGE CLOSETS) TOTAL GROSS BUILDING AREA: 58,969 S.F. LOT COVERAGE: 23,614 S.F. BUILDING TYPE '1' (1 BUILDING) UNIT TYPE BREAKDOWN: 'A' UNIT - 2 BD. / 2 BA. @ 825 S.F. = 4 - 3,300 S.F. 'B' UNIT - 2 BD. / 2 BA. @ 845 S.F. = 4 - 3,380 S.F. 'C' UNIT - 3 BD. / 2 BA. @ 1,169 S.F. = 6 - 7,014 S.F. SUB-TOTAL = 14 UNITS LAUNDRY ROOM: 1 @ 144 S.F. 144 S.F. TOTAL CONDITIONED BUILDING AREA: 13,694 S.F. TOTAL UNCONDITIONED BUILDING AREA: 3,645 S.F. (INCLUDES COVERED BALCONIES, PATIOS, BREEZEWAYS, STAIRS AND STORAGE CLOSETS) TOTAL GROSS BUILDING AREA: 17,483 S.F. LOT COVERAGE: 9,727 S.F. COMMUNITY BUILDING TOTAL CONDITIONED BUILDING AREA: 3,479 S.F. TOTAL UNCONDITIONED BUILDING AREA: 2,637 S.F. (INCLUDES COVERED BALCONIES, PATIOS, BREEZEWAYS, STAIRS AND STORAGE CLOSETS) MANAGERS UNIT TOTAL CONDITIONED BUILDING AREA: 1,541 S.F. TOTAL GROSS BUILDING AREA: 7,657 S.F. LOT COVERAGE: 7,657 S.F. TOTAL LOT COVERAGE = 18.8% (40,998 S.F.) (9,727 S.F.) + (23,614 S.F.) + (7,657 S.F.) TOTAL GROSS CONDITIONED BLDG. AREA = 66,651 S.F. (13,694 S.F.) + (47,937 S.F.) + (5,020 S.F.) MARK UNLESS NOTED OTHERWISE DESCRIPTION U.N.O. 36" x 36" INTERNATIONAL SYMBOL OF ACCESSIBILITY. PAINTED ON PAVEMENT AT ACCESSIBLE PARKING SPACE - REFER TO ................................. SHT. A-801 / DET. 4 & 5 INDICATES ACCESSIBLE PATH OF TRAVEL/ VERIFY w/ CIVIL - 5% MAX. SLOPE IN DIRECTION OF TRAVEL - 2% MAX. CROSS SLOPE ACCESS AISLE AT ACCESSIBLE PARKING. - REFER TO ................................. SHT. A-801 / DET. 4 - POLE MTD. SIGNAGE SHALL BE LOCATED @ FRONT OF STALL & OUTSIDE OF FRONT OF CAR OVERHANG AREA. INDICATES RED PAINTED CURB FOR FIRE LANE - REFER TO DETAIL ............ SHT P-103 / DET. 11 & 12 NEW CONCRETE PAVING / SIDEWALK NEW A/C PAVING o/ NEW COMPACTED AGGREGATE BASE PER CIVIL DRAWINGS AND GEOTECH REPORT - REFER TO CIVIL DRAWINGS FOR EXTENT OF PAVING AND NEW UNDERGROUND STORM DRAIN - CONSTRUCT PER CITY STD'S. P-21, P-22 & P-23 TCAC REQUIREMENT: INDICATES 10% OF TOTAL UNITS TO BE CONSTRUCTED WITH MOBILITY ACCESSIBILITY FEATURES PER CBC CHAPTER 11B-233.3.1.1 (7 TOTAL UNITS PROVIDED w/ MOBILITY FEATURES.) INDICATES NEW ON-SITE POLE MTD. LIGHT FIXTURES - REFER TO ELECTRICAL SITE PLAN LANDSCAPE AREAL.S. INDICATES TENTATIVE LOCATION OF NEW FIRE DEPARTMENT CONNECTION - PROVIDE LOCKING CAPS BY KNOX - REFER TO CIVIL DRAWINGS TCAC REQUIREMENT: INDICATES 4% OF TOTAL UNITS TO BE CONSTRUCTED WITH COMMUNICATION ACCESSIBILITY FEATURES PER 2016 CBC, CHAPTER 11B-233.3.1.3 (2 UNITS PROVIDED) EVCS INDICATES PARKING STALL WITH PROVISIONS FOR FUTURE ELECTRIC VEHICLE CHARGING EQUIP. - REFER TO ELECTRICAL SITE PLAN & SHT. A-103 / DET. 24 - 10% OF TOTAL PARKING (XXx10%= X REQ'D.) - COORDINATE w/ OWNER FOR J-BOX LOCATION INDICATES BUILDING IDENTIFICATION SIGN - REFER TO ...... SHT. A-830 / DET. 17 INDICATES UNIT ADDRESS @ FIRST FLOOR INDICATES UNIT ADDRESS @ SECOND FLOOR - PROVIDE ADDRESS SIGN @ EACH ENTRY DOOR - REFER TO ...... SHT. A-830 / DET. 14 ###/### F.D.C. A/A/A INDICATES 3RD FLOOR UNIT INDICATES 2ND FLOOR UNIT INDICATES 1ST FLOOR UNIT NOTE: SEE LANDSCAPE PLAN SHEET L-1.0 FOR LANDSCAPE REQUIREMENTS PROPERTY CURRENTLY VACANT. ALL ON-SITE IMPROVEMENTS ARE CONSIDERED NEW / PROPOSED U.N.O. REFER TO CIVIL PLANS FOR ALL EXISTING PROPERTY LINES, SITE DATA, GRADES, HORIZONTAL CONTROL AND BUILDING LOCATIONS, ETC. SITE ACCESSIBILITY NOTES: 1. EXTERIOR ACCESSIBLE PATHS OF TRAVEL SHALL BE CONTINUOUSLY ACCESSIBLE AND HAVE MAXIMUM 1/4" VERTICAL CHANGE IN ELEVATION WITHOUT EDGE TREATMENT - BE A MINIMUM OF 48" IN WIDTH - HAVE A MAX. OF 5% SLOPE IN DIRECTION OF TRAVEL - HAVE A MAX. OF 2% CROSS SLOPE (1/4"/FT.) - HAVE DETECTABLE WARNINGS WHERE THE PATH OF TRAVEL CROSSES/ADJOINS A VEHICULAR ROUTE - WHERE NECESSARY TO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% (ie;1:20) SHALL HAVE ACCESSIBLE RAMP - CHANGES IN LEVEL BETWEEN 1/4 INCH (MIN.) AND 1/2 INCH (MAX.) SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 1:2 2. REFER TO SHEET G2 FOR ADDITIONAL REQUIREMENTS. 3. REFER TO SHEETS A-801, A-802 AND A-803 FOR TYPICAL DETAILS PERTAINING TO ACCESSIBLE ELEMENTS OF THE PROJECT. 4. ALL GROUND FLOOR UNITS SHALL BE EITHER ADAPTABLE PER CBC CHAPTER11A OR SHALL BE CONSTRUCTED w/ MOBILITY FFEATURES PER CBC CHAPTER 11B. A MIN. OF 10% OF THE MULTI-STORY UNITS (UNIT 'C' & 'G') SHALL COMPLY WITH CBC SECTION 1102A.3.1 (COMBINED TOTAL OF UNITS 'C' & 'G' = 8 THEREFORE (1) UNIT MUST COMPLY WITH CBC SECTION 1102A.3.1) NOTE: REFER TO SHEET A-102 FOR ADDITIONAL PLANNING AND DEVELOPMENT NOTES DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW 1234567891011121314151617181920UP 1234567891011121314151617181920UP1234567891011121314151617181920UP1234567891011121314151617181920UP1234567891011121314151617181920UP REF. REF. REF. REF.REF. REF. REF. REF. REF.REF. REF. REF.REF. REF. REF. REF. REF.REF. REF.DWDW DWDWDWDW 5'-0"BUILDINGSETBACK(MIN.)10'-0"BUILDINGSETBACK(MIN.)171'-8"25'-0"161'-6"26'-6"177'-0" 10' (N.T.S.)ACTUALSETBACK 55' R.O.W. 14'-10"20'-0"10'-0"20'-0"FRONT YARDSETBACK 10'-0" 19'-0"26'-6"19'-0"19'-0"25'-0"19'-0"7'-0"25'-0"19'-0"10'-0"20'-0"FRONT YARDSETBACK21'-6"21'-0"16'-9"19'-0"25'-0"19'-0"8'-0"8'-2"19'-0"25'-0"19'-0" 5'-0" 14th STREET ORO DAM BLVD. WEST(STATE HIGHWAY 162)PROPERTY LINE (542.50')PROPERTY LINE (248.00')PROPERTY LINE (N89°54'47"E 208.00')PROPERTY LINE ( +/- 164')PROPERTY LINE (+/- 426.50') VAN VANVANREF. REF. REF. REF. REF.DWDWDWDWDWA/A/A 2 / 1 A/A/A 2 / 1 A/A/A 2 / 1 A/A/A 2 / 1 A/A/A 2 / 1 A/A/A 2 / 1 A/A/A 2 / 1 C/C/C 3 / 2 C/C/C 3 / 2 D/D/D 3 / 2 C/C/C 3 / 2 B/B/B 2 / 1 B/B/B 2 / 1 B/B/B 2 / 1 E/E/E 3 / 2 E/E/E 3 / 2 B/B 2 / 1 C/C 3 / 2 C/C 3 / 2C/C 3 / 2 A/A 2 / 1 B/B 2 / 1 A/A 2 / 1 BLDG. #1 BLDG. #2 A/A/A 2 / 1 9 9 9 9 10 9 11 3 9 10 898 TOT LOT MNT. BLDG. 9 4 COMMUNITY BUILDING MANAGERSUNIT LEASING OFFICE COMP. POOL M M M M M M M M M M(10) CARPORTS(8) CARPORTS(8) CARPORTS(8) CARPORTS (8) CARPORTS (8) CARPORTS (4) CARPORTS(3) CARPORTS (8) CARPORTSNEW STORM WATER RETENTION BASIN 3'-0" GATEEXISTING NATURAL HABITAT & STREAM AREA SITE PLAN LEGEND: KEYNOTES: THE FOLLOWING KEYNOTES SHALL APPLTY WHERE INDICATED ON THIS SHEET. 1 CONSTRUCT NEW A/C PAVING o/ CRUSHED ROCK BASE PER CITY OF OROVILLE STD'S. AND SOILS REPORT - SEE CIVIL DRAWINGS 2 CONSTRUCT ALL SIDEWALKS TO BE MIN. 5'-0" WIDE (U.N.O.) 3 CONSTRUCT NEW TRASH ENCLOSURE - REFER TO ............................................................ SHT. A-103 / DET. 10 4 CONSTRUCT NEW PROJECT MONUMENT SIGN. ALL PROPOSED SIGNS SHALL BE ARCHITECTURALLY COMPATIBLE w/ THE PROPOSED BUILDINGS. - ALL SIGNS SHALL BE REVIEWED & APPROVED UNDER A SEPARATE PERMIT. - REFER TO ............................................................ SHT. A-103 / DET. 20 5 CONSTRUCT NEW DRIVE APPROACH PER CITY OF OROVILLE STANDARDS AND CIVIL DRAWINGS - PROVIDE 10' OF RED PAINTED CURB ON EACH SIDE OF DRIVE. 6 INDICATES NEW C.M.U. SITE RETAINING WALL w/ +4'-0" HIGH GUARDRAIL, TYPICAL. - REFER TO CIVIL DRAWINGS & STRUCTURAL DRAWINGS - EXPOSED FACE OF SITE RETAINING WALL SHALL BE SPLIT-FACED 7 CONSTRUCT NEW CONTINUOUS 6" HIGH CONCRETE CURB AND GUTTER, TYPICAL. 8 PROVIDE 4" WIDE WHITE PAINTED PARKING STRIPES AT ALL PARKING STALLS. - STRIPES SHALL EXTEND THE FULL DEPTH OF STALL 9 PROVIDE STRIPING FOR NEW ACCESSIBLE PARKING STALL(S). - POLE MOUNTED SIGNAGE SHALL BE LOCATED BEHIND THE ADJACENT SIDEWALK AND OUTSIDE OF THE FRONT OF CAR OVERHANG AREA. - REFER TO ............................................................ SHT. A-801 / DET. 4 10 LANDSCAPE AREA - TYP. SEE LANDSCAPING PLANS. 11 INDICATES TENTATIVE LOCATION OF NEW SITE DIRECTORY SIGNS - VERIFY LOCATION w/OWNER PRIOR TO CONSTRUCTION - REFER TO .......................................................... SHT. A-830 / DET. 15 12 PROVIDE STRIPING FOR NEW 5'-0" (MIN.) WIDE WHITE PAINTED CROSS WALK HATCHING FOR ACCESSIBILITY. 13 PROVIDE & INSTALL 'SALSBURY INDUSTRIES' MODEL #3316 MAILBOXES (OR SIMILAR) - PROVIDE MIN. (18) MAILBOXES, (2) OUTGOING BOXES, AND (2) PARCEL BOXES AT BUILDING '1' & MIN. (22) MAILBOXES, (2) OUTGOING BOXES, AND (2) PARCEL BOXES AT BUILDING '2' - COORDINATE SIZE AND LOCATION WITH U.S. POSTAL SERVICE 14 PROVIDE NEW 4'-0" HIGH WROUGHT IRON FENCE AT UNIT PATIOS. - REFER TO ......................................................... SHT. A-813 / DET. 12 15 INDICATES 10' WIDE CLEAR SPACE AROUND BUILDING AS REQUIRED BY LOCAL FIRE DEPARTMENT 16 PROVIDE & INSTALL NEW LIGHT POLES WITH FOOTINGS - REFER TO ELECTRICAL SITE PLAN ................. SHT. ES-101 / DET. 1 17 NEW C.M.U. RETAINING WALL AT PROPERTY LINE. - REFER TO CIVIL DRAWINGS & STRUCTURAL DRAWINGS - EXPOSED FACE RETAINING WALL SHALL BE SPLIT-FACED 18 INDICATES BUILDING ROOF OUTLINE - REFER TO BUILDING ROOF PLANS 19 INDICATES TENTATIVE LOCATION FOR FIRE SPRINKLER RISER IN CLOSET @ LEVEL 1 OF BUILDING w/ ACCESS DOOR & EXTERIOR FIRE DEPARTMENT CONNECTION AND WALL-MOUNTED INDICATING CONTROL VALVE TO EXTERIOR OF BUILDING. - REFER TO CIVIL DRAWINGS & BUILDING COORDINATION PLANS 20 PROVIDE 6" HIGH PRE-CAST CONCRETE WHEEL STOPS PER CITY OF OROVILLE P.W. STANDARDS AT EACH PARKING STALL -AT ACCESSIBLE STALLS, WHEEL STOP SHALL BE A MINIMUM OF 2'-0" FROM ACCESSABLE SIGNAGE REFER TO ........................................................... SHEET A-103 / DET. 19 21 INDICATES WHITE PAINTED DIRECTIONAL ARROWS. 22 PROVIDE & INSTALL NEW "DETECTABLE WARNING DEVICES" AT THE BOTTOM 36" AND FULL WIDTH OF RAMP. - SEE CIVIL DRAWINGS FOR RAMP SLOPES & DIMENSIONS - REFER TO ........................................................... SHT. A-801 / DET. 7 23 CONSTRUCT NEW PRE-FABRICATED METAL CARPORTS, TYPICAL. - REFER TO .......................................................... SHT. A-103 / DET. 22 - SEE SITE ELECTRICAL PLAN FOR LIGHTING CIRCUITS 24 CROSS HATCHED AREA INDICATES AREAS TO BE CONSTRUCTED w/ NEW STAMPED CONCRETE. - STAMP CONCRETE w/. 'PROLINE CONCRETE TOOLS' RANDOM STONE PATTERN - "SEDONA STONE" 25 INDICATES TENTATIVE ELECTRICAL METER LOCATION / CLOSET - COORDINATE w/ SERVING UTILITY COMPANY FOR DETAILED REQUIREMENTS. - SEE ELECTRICAL DRAWINGS FOR DETAILED REQUIREMENTS 26 PREFABRICATED STAIRS - REFER TO ............................................................. SHT. A-501 & A-502 27 CONSTRUCT NEW SIDEWALK PER CITY OF OROVILLE PUBLIC WORKS STANDARDS IN PUBLIC RIGHT OF WAY. - REFER TO CIVIL DRAWINGS 28 INDICATES SITE ENTRANCE TOW-AWAY SIGN. - REFER TO .......................................................... SHT. A-801 / DET. 4B 29 INSTALL 30" STATE STANDARD "STOP" SIGN(S) AT LOCATION(S) SHOWN. WHERE A "RIGHT TURN ONLY" SIGN OS ALSO REQUIRED AT THE SAME LOCATION, INSTALL A 30" x 36" STATE STANDARD SIGN IMMEDIATELY BELOW THER STOP SIGN ON THE SAME POST. SIGN(S) SHALL BE MOUNTED ON A 2" GALVANIZED POST WITH THE BOTTOM OF THE LOWEST SIGN 7' ABOVE GROUND, LOCATED BEHIND CURB AND IMMEDIATELY BEHIND A MAJOR STREET SIDEWALK. 30 EXISTING STREET LIGHTING TO REMAIN, TYPICAL. 31 INDICATES CONCRETE SIDWALK FROM PARKING LOT TO LEVEL 2 OF BUILDING. - REFER TO BUILDING COORDINATION PLANS 32 INDICATES CONCRETE SIDEWALK WITH ACCESSIBLE PATH OF TRAVEL FROM LEVEL 1 OF BUILDING TO PUBLIC RIGHT-OF-WAY - REFER TO SITE PLAN LEGEND THIS SHEET - REFER TO BUILDING COORDINATION PLANS 33 INDICATES BATTERED GRAVITY RETAINING WALL (DESIGN-BUILD) 34 INDICATES SITE CONTOURS - SHOWN FOR REFERENCE ONLY - REFER TO REFER TO CIVIL DRAWINGS 35 INDICATES TENTATIVE LOCATION OF ELECTRICAL TRANSFORMER - COORDINATE w/ SERVING UTILITY COMPANY AND LANDSCAPE PLANS - REFER TO ELECTRICAL DRAWINGS FOR DETAILED REQ'TS. 36 INDICATES TENTATIVE LOCATION OF GAS METERS - COORDINATE w/ SERVING UTILITY COMPANY AND LANDSCAPE PLANS KEYNOTES: THE FOLLOWING KEYNOTES SHALL APPLTY WHERE INDICATED ON THIS SHEET. 1 CONSTRUCT NEW A/C PAVING o/ CRUSHED ROCK BASE PER CITY OF OROVILLE STD'S. AND SOILS REPORT - SEE CIVIL DRAWINGS 2 CONSTRUCT ALL SIDEWALKS TO BE MIN. 5'-0" WIDE (U.N.O.) 3 CONSTRUCT NEW TRASH ENCLOSURE - REFER TO ............................................................ SHT. A-103 / DET. 10 4 CONSTRUCT NEW PROJECT MONUMENT SIGN. ALL PROPOSED SIGNS SHALL BE ARCHITECTURALLY COMPATIBLE w/ THE PROPOSED BUILDINGS. - ALL SIGNS SHALL BE REVIEWED & APPROVED UNDER A SEPARATE PERMIT. - REFER TO ............................................................ SHT. A-103 / DET. 20 5 CONSTRUCT NEW DRIVE APPROACH PER CITY OF OROVILLE STANDARDS AND CIVIL DRAWINGS - PROVIDE 10' OF RED PAINTED CURB ON EACH SIDE OF DRIVE. 6 INDICATES NEW C.M.U. SITE RETAINING WALL w/ +4'-0" HIGH GUARDRAIL, TYPICAL. - REFER TO CIVIL DRAWINGS & STRUCTURAL DRAWINGS - EXPOSED FACE OF SITE RETAINING WALL SHALL BE SPLIT-FACED 7 CONSTRUCT NEW CONTINUOUS 6" HIGH CONCRETE CURB AND GUTTER, TYPICAL. 8 PROVIDE 4" WIDE WHITE PAINTED PARKING STRIPES AT ALL PARKING STALLS. - STRIPES SHALL EXTEND THE FULL DEPTH OF STALL 9 PROVIDE STRIPING FOR NEW ACCESSIBLE PARKING STALL(S). - POLE MOUNTED SIGNAGE SHALL BE LOCATED BEHIND THE ADJACENT SIDEWALK AND OUTSIDE OF THE FRONT OF CAR OVERHANG AREA. - REFER TO ............................................................ SHT. A-801 / DET. 4 10 LANDSCAPE AREA - TYP. SEE LANDSCAPING PLANS. 11 INDICATES TENTATIVE LOCATION OF NEW SITE DIRECTORY SIGNS - VERIFY LOCATION w/OWNER PRIOR TO CONSTRUCTION - REFER TO .......................................................... SHT. A-830 / DET. 15 12 PROVIDE STRIPING FOR NEW 5'-0" (MIN.) WIDE WHITE PAINTED CROSS WALK HATCHING FOR ACCESSIBILITY. 13 PROVIDE & INSTALL 'SALSBURY INDUSTRIES' MODEL #3316 MAILBOXES (OR SIMILAR) - PROVIDE MIN. (18) MAILBOXES, (2) OUTGOING BOXES, AND (2) PARCEL BOXES AT BUILDING '1' & MIN. (22) MAILBOXES, (2) OUTGOING BOXES, AND (2) PARCEL BOXES AT BUILDING '2' - COORDINATE SIZE AND LOCATION WITH U.S. POSTAL SERVICE 14 PROVIDE NEW 4'-0" HIGH WROUGHT IRON FENCE AT UNIT PATIOS. - REFER TO ......................................................... SHT. A-813 / DET. 12 15 INDICATES 10' WIDE CLEAR SPACE AROUND BUILDING AS REQUIRED BY LOCAL FIRE DEPARTMENT 16 PROVIDE & INSTALL NEW LIGHT POLES WITH FOOTINGS - REFER TO ELECTRICAL SITE PLAN ................. SHT. ES-101 / DET. 1 17 NEW C.M.U. RETAINING WALL AT PROPERTY LINE. - REFER TO CIVIL DRAWINGS & STRUCTURAL DRAWINGS - EXPOSED FACE RETAINING WALL SHALL BE SPLIT-FACED 18 INDICATES BUILDING ROOF OUTLINE - REFER TO BUILDING ROOF PLANS 19 INDICATES TENTATIVE LOCATION FOR FIRE SPRINKLER RISER IN CLOSET @ LEVEL 1 OF BUILDING w/ ACCESS DOOR & EXTERIOR FIRE DEPARTMENT CONNECTION AND WALL-MOUNTED INDICATING CONTROL VALVE TO EXTERIOR OF BUILDING. - REFER TO CIVIL DRAWINGS & BUILDING COORDINATION PLANS 20 PROVIDE 6" HIGH PRE-CAST CONCRETE WHEEL STOPS PER CITY OF OROVILLE P.W. STANDARDS AT EACH PARKING STALL -AT ACCESSIBLE STALLS, WHEEL STOP SHALL BE A MINIMUM OF 2'-0" FROM ACCESSABLE SIGNAGE REFER TO ........................................................... SHEET A-103 / DET. 19 21 INDICATES WHITE PAINTED DIRECTIONAL ARROWS. 22 PROVIDE & INSTALL NEW "DETECTABLE WARNING DEVICES" AT THE BOTTOM 36" AND FULL WIDTH OF RAMP. - SEE CIVIL DRAWINGS FOR RAMP SLOPES & DIMENSIONS - REFER TO ........................................................... SHT. A-801 / DET. 7 23 CONSTRUCT NEW PRE-FABRICATED METAL CARPORTS, TYPICAL. - REFER TO .......................................................... SHT. A-103 / DET. 22 - SEE SITE ELECTRICAL PLAN FOR LIGHTING CIRCUITS 24 CROSS HATCHED AREA INDICATES AREAS TO BE CONSTRUCTED w/ NEW STAMPED CONCRETE. - STAMP CONCRETE w/. 'PROLINE CONCRETE TOOLS' RANDOM STONE PATTERN - "SEDONA STONE" 25 INDICATES TENTATIVE ELECTRICAL METER LOCATION / CLOSET - COORDINATE w/ SERVING UTILITY COMPANY FOR DETAILED REQUIREMENTS. - SEE ELECTRICAL DRAWINGS FOR DETAILED REQUIREMENTS 26 PREFABRICATED STAIRS - REFER TO ............................................................. SHT. A-501 & A-502 27 CONSTRUCT NEW SIDEWALK PER CITY OF OROVILLE PUBLIC WORKS STANDARDS IN PUBLIC RIGHT OF WAY. - REFER TO CIVIL DRAWINGS 28 INDICATES SITE ENTRANCE TOW-AWAY SIGN. - REFER TO .......................................................... SHT. A-801 / DET. 4B 29 INSTALL 30" STATE STANDARD "STOP" SIGN(S) AT LOCATION(S) SHOWN. WHERE A "RIGHT TURN ONLY" SIGN OS ALSO REQUIRED AT THE SAME LOCATION, INSTALL A 30" x 36" STATE STANDARD SIGN IMMEDIATELY BELOW THER STOP SIGN ON THE SAME POST. SIGN(S) SHALL BE MOUNTED ON A 2" GALVANIZED POST WITH THE BOTTOM OF THE LOWEST SIGN 7' ABOVE GROUND, LOCATED BEHIND CURB AND IMMEDIATELY BEHIND A MAJOR STREET SIDEWALK. 30 EXISTING STREET LIGHTING TO REMAIN, TYPICAL. 31 INDICATES CONCRETE SIDWALK FROM PARKING LOT TO LEVEL 2 OF BUILDING. - REFER TO BUILDING COORDINATION PLANS 32 INDICATES CONCRETE SIDEWALK WITH ACCESSIBLE PATH OF TRAVEL FROM LEVEL 1 OF BUILDING TO PUBLIC RIGHT-OF-WAY - REFER TO SITE PLAN LEGEND THIS SHEET - REFER TO BUILDING COORDINATION PLANS 33 INDICATES BATTERED GRAVITY RETAINING WALL (DESIGN-BUILD) 34 INDICATES SITE CONTOURS - SHOWN FOR REFERENCE ONLY - REFER TO REFER TO CIVIL DRAWINGS 35 INDICATES TENTATIVE LOCATION OF ELECTRICAL TRANSFORMER - COORDINATE w/ SERVING UTILITY COMPANY AND LANDSCAPE PLANS - REFER TO ELECTRICAL DRAWINGS FOR DETAILED REQ'TS. 36 INDICATES TENTATIVE LOCATION OF GAS METERS - COORDINATE w/ SERVING UTILITY COMPANY AND LANDSCAPE PLANS KEYNOTES: THE FOLLOWING KEYNOTES SHALL APPLTY WHERE INDICATED ON THIS SHEET. 1 CONSTRUCT NEW A/C PAVING o/ CRUSHED ROCK BASE PER CITY OF OROVILLE STD'S. AND SOILS REPORT - SEE CIVIL DRAWINGS 2 CONSTRUCT ALL SIDEWALKS TO BE MIN. 5'-0" WIDE (U.N.O.) 3 CONSTRUCT NEW TRASH ENCLOSURE - REFER TO ............................................................ SHT. A-103 / DET. 10 4 CONSTRUCT NEW PROJECT MONUMENT SIGN. ALL PROPOSED SIGNS SHALL BE ARCHITECTURALLY COMPATIBLE w/ THE PROPOSED BUILDINGS. - ALL SIGNS SHALL BE REVIEWED & APPROVED UNDER A SEPARATE PERMIT. - REFER TO ............................................................ SHT. A-103 / DET. 20 5 CONSTRUCT NEW DRIVE APPROACH PER CITY OF OROVILLE STANDARDS AND CIVIL DRAWINGS - PROVIDE 10' OF RED PAINTED CURB ON EACH SIDE OF DRIVE. 6 INDICATES NEW C.M.U. SITE RETAINING WALL w/ +4'-0" HIGH GUARDRAIL, TYPICAL. - REFER TO CIVIL DRAWINGS & STRUCTURAL DRAWINGS - EXPOSED FACE OF SITE RETAINING WALL SHALL BE SPLIT-FACED 7 CONSTRUCT NEW CONTINUOUS 6" HIGH CONCRETE CURB AND GUTTER, TYPICAL. 8 PROVIDE 4" WIDE WHITE PAINTED PARKING STRIPES AT ALL PARKING STALLS. - STRIPES SHALL EXTEND THE FULL DEPTH OF STALL 9 PROVIDE STRIPING FOR NEW ACCESSIBLE PARKING STALL(S). - POLE MOUNTED SIGNAGE SHALL BE LOCATED BEHIND THE ADJACENT SIDEWALK AND OUTSIDE OF THE FRONT OF CAR OVERHANG AREA. - REFER TO ............................................................ SHT. A-801 / DET. 4 10 LANDSCAPE AREA - TYP. SEE LANDSCAPING PLANS. 11 INDICATES TENTATIVE LOCATION OF NEW SITE DIRECTORY SIGNS - VERIFY LOCATION w/OWNER PRIOR TO CONSTRUCTION - REFER TO .......................................................... SHT. A-830 / DET. 15 12 PROVIDE STRIPING FOR NEW 5'-0" (MIN.) WIDE WHITE PAINTED CROSS WALK HATCHING FOR ACCESSIBILITY. 13 PROVIDE & INSTALL 'SALSBURY INDUSTRIES' MODEL #3316 MAILBOXES (OR SIMILAR) - PROVIDE MIN. (18) MAILBOXES, (2) OUTGOING BOXES, AND (2) PARCEL BOXES AT BUILDING '1' & MIN. (22) MAILBOXES, (2) OUTGOING BOXES, AND (2) PARCEL BOXES AT BUILDING '2' - COORDINATE SIZE AND LOCATION WITH U.S. POSTAL SERVICE 14 PROVIDE NEW 4'-0" HIGH WROUGHT IRON FENCE AT UNIT PATIOS. - REFER TO ......................................................... SHT. A-813 / DET. 12 15 INDICATES 10' WIDE CLEAR SPACE AROUND BUILDING AS REQUIRED BY LOCAL FIRE DEPARTMENT 16 PROVIDE & INSTALL NEW LIGHT POLES WITH FOOTINGS - REFER TO ELECTRICAL SITE PLAN ................. SHT. ES-101 / DET. 1 17 NEW C.M.U. RETAINING WALL AT PROPERTY LINE. - REFER TO CIVIL DRAWINGS & STRUCTURAL DRAWINGS - EXPOSED FACE RETAINING WALL SHALL BE SPLIT-FACED 18 INDICATES BUILDING ROOF OUTLINE - REFER TO BUILDING ROOF PLANS 19 INDICATES TENTATIVE LOCATION FOR FIRE SPRINKLER RISER IN CLOSET @ LEVEL 1 OF BUILDING w/ ACCESS DOOR & EXTERIOR FIRE DEPARTMENT CONNECTION AND WALL-MOUNTED INDICATING CONTROL VALVE TO EXTERIOR OF BUILDING. - REFER TO CIVIL DRAWINGS & BUILDING COORDINATION PLANS 20 PROVIDE 6" HIGH PRE-CAST CONCRETE WHEEL STOPS PER CITY OF OROVILLE P.W. STANDARDS AT EACH PARKING STALL -AT ACCESSIBLE STALLS, WHEEL STOP SHALL BE A MINIMUM OF 2'-0" FROM ACCESSABLE SIGNAGE REFER TO ........................................................... SHEET A-103 / DET. 19 21 INDICATES WHITE PAINTED DIRECTIONAL ARROWS. 22 PROVIDE & INSTALL NEW "DETECTABLE WARNING DEVICES" AT THE BOTTOM 36" AND FULL WIDTH OF RAMP. - SEE CIVIL DRAWINGS FOR RAMP SLOPES & DIMENSIONS - REFER TO ........................................................... SHT. A-801 / DET. 7 23 CONSTRUCT NEW PRE-FABRICATED METAL CARPORTS, TYPICAL. - REFER TO .......................................................... SHT. A-103 / DET. 22 - SEE SITE ELECTRICAL PLAN FOR LIGHTING CIRCUITS 24 CROSS HATCHED AREA INDICATES AREAS TO BE CONSTRUCTED w/ NEW STAMPED CONCRETE. - STAMP CONCRETE w/. 'PROLINE CONCRETE TOOLS' RANDOM STONE PATTERN - "SEDONA STONE" 25 INDICATES TENTATIVE ELECTRICAL METER LOCATION / CLOSET - COORDINATE w/ SERVING UTILITY COMPANY FOR DETAILED REQUIREMENTS. - SEE ELECTRICAL DRAWINGS FOR DETAILED REQUIREMENTS 26 PREFABRICATED STAIRS - REFER TO ............................................................. SHT. A-501 & A-502 27 CONSTRUCT NEW SIDEWALK PER CITY OF OROVILLE PUBLIC WORKS STANDARDS IN PUBLIC RIGHT OF WAY. - REFER TO CIVIL DRAWINGS 28 INDICATES SITE ENTRANCE TOW-AWAY SIGN. - REFER TO .......................................................... SHT. A-801 / DET. 4B 29 INSTALL 30" STATE STANDARD "STOP" SIGN(S) AT LOCATION(S) SHOWN. WHERE A "RIGHT TURN ONLY" SIGN OS ALSO REQUIRED AT THE SAME LOCATION, INSTALL A 30" x 36" STATE STANDARD SIGN IMMEDIATELY BELOW THER STOP SIGN ON THE SAME POST. SIGN(S) SHALL BE MOUNTED ON A 2" GALVANIZED POST WITH THE BOTTOM OF THE LOWEST SIGN 7' ABOVE GROUND, LOCATED BEHIND CURB AND IMMEDIATELY BEHIND A MAJOR STREET SIDEWALK. 30 EXISTING STREET LIGHTING TO REMAIN, TYPICAL. 31 INDICATES CONCRETE SIDWALK FROM PARKING LOT TO LEVEL 2 OF BUILDING. - REFER TO BUILDING COORDINATION PLANS 32 INDICATES CONCRETE SIDEWALK WITH ACCESSIBLE PATH OF TRAVEL FROM LEVEL 1 OF BUILDING TO PUBLIC RIGHT-OF-WAY - REFER TO SITE PLAN LEGEND THIS SHEET - REFER TO BUILDING COORDINATION PLANS 33 INDICATES BATTERED GRAVITY RETAINING WALL (DESIGN-BUILD) 34 INDICATES SITE CONTOURS - SHOWN FOR REFERENCE ONLY - REFER TO REFER TO CIVIL DRAWINGS 35 INDICATES TENTATIVE LOCATION OF ELECTRICAL TRANSFORMER - COORDINATE w/ SERVING UTILITY COMPANY AND LANDSCAPE PLANS - REFER TO ELECTRICAL DRAWINGS FOR DETAILED REQ'TS. 36 INDICATES TENTATIVE LOCATION OF GAS METERS - COORDINATE w/ SERVING UTILITY COMPANY AND LANDSCAPE PLANS KEYNOTES: THE FOLLOWING KEYNOTES SHALL APPLTY WHERE INDICATED ON THIS SHEET. 1 CONSTRUCT NEW A/C PAVING o/ CRUSHED ROCK BASE PER CITY OF OROVILLE STD'S. AND SOILS REPORT - SEE CIVIL DRAWINGS 2 CONSTRUCT ALL SIDEWALKS TO BE MIN. 5'-0" WIDE (U.N.O.) 3 CONSTRUCT NEW TRASH ENCLOSURE - REFER TO ............................................................ SHT. A-103 / DET. 10 4 CONSTRUCT NEW PROJECT MONUMENT SIGN. ALL PROPOSED SIGNS SHALL BE ARCHITECTURALLY COMPATIBLE w/ THE PROPOSED BUILDINGS. - ALL SIGNS SHALL BE REVIEWED & APPROVED UNDER A SEPARATE PERMIT. - REFER TO ............................................................ SHT. A-103 / DET. 20 5 CONSTRUCT NEW DRIVE APPROACH PER CITY OF OROVILLE STANDARDS AND CIVIL DRAWINGS - PROVIDE 10' OF RED PAINTED CURB ON EACH SIDE OF DRIVE. 6 INDICATES NEW C.M.U. SITE RETAINING WALL w/ +4'-0" HIGH GUARDRAIL, TYPICAL. - REFER TO CIVIL DRAWINGS & STRUCTURAL DRAWINGS - EXPOSED FACE OF SITE RETAINING WALL SHALL BE SPLIT-FACED 7 CONSTRUCT NEW CONTINUOUS 6" HIGH CONCRETE CURB AND GUTTER, TYPICAL. 8 PROVIDE 4" WIDE WHITE PAINTED PARKING STRIPES AT ALL PARKING STALLS. - STRIPES SHALL EXTEND THE FULL DEPTH OF STALL 9 PROVIDE STRIPING FOR NEW ACCESSIBLE PARKING STALL(S). - POLE MOUNTED SIGNAGE SHALL BE LOCATED BEHIND THE ADJACENT SIDEWALK AND OUTSIDE OF THE FRONT OF CAR OVERHANG AREA. - REFER TO ............................................................ SHT. A-801 / DET. 4 10 LANDSCAPE AREA - TYP. SEE LANDSCAPING PLANS. 11 INDICATES TENTATIVE LOCATION OF NEW SITE DIRECTORY SIGNS - VERIFY LOCATION w/OWNER PRIOR TO CONSTRUCTION - REFER TO .......................................................... SHT. A-830 / DET. 15 12 PROVIDE STRIPING FOR NEW 5'-0" (MIN.) WIDE WHITE PAINTED CROSS WALK HATCHING FOR ACCESSIBILITY. 13 PROVIDE & INSTALL 'SALSBURY INDUSTRIES' MODEL #3316 MAILBOXES (OR SIMILAR) - PROVIDE MIN. (18) MAILBOXES, (2) OUTGOING BOXES, AND (2) PARCEL BOXES AT BUILDING '1' & MIN. (22) MAILBOXES, (2) OUTGOING BOXES, AND (2) PARCEL BOXES AT BUILDING '2' - COORDINATE SIZE AND LOCATION WITH U.S. POSTAL SERVICE 14 PROVIDE NEW 4'-0" HIGH WROUGHT IRON FENCE AT UNIT PATIOS. - REFER TO ......................................................... SHT. A-813 / DET. 12 15 INDICATES 10' WIDE CLEAR SPACE AROUND BUILDING AS REQUIRED BY LOCAL FIRE DEPARTMENT 16 PROVIDE & INSTALL NEW LIGHT POLES WITH FOOTINGS - REFER TO ELECTRICAL SITE PLAN ................. SHT. ES-101 / DET. 1 17 NEW C.M.U. RETAINING WALL AT PROPERTY LINE. - REFER TO CIVIL DRAWINGS & STRUCTURAL DRAWINGS - EXPOSED FACE RETAINING WALL SHALL BE SPLIT-FACED 18 INDICATES BUILDING ROOF OUTLINE - REFER TO BUILDING ROOF PLANS 19 INDICATES TENTATIVE LOCATION FOR FIRE SPRINKLER RISER IN CLOSET @ LEVEL 1 OF BUILDING w/ ACCESS DOOR & EXTERIOR FIRE DEPARTMENT CONNECTION AND WALL-MOUNTED INDICATING CONTROL VALVE TO EXTERIOR OF BUILDING. - REFER TO CIVIL DRAWINGS & BUILDING COORDINATION PLANS 20 PROVIDE 6" HIGH PRE-CAST CONCRETE WHEEL STOPS PER CITY OF OROVILLE P.W. STANDARDS AT EACH PARKING STALL -AT ACCESSIBLE STALLS, WHEEL STOP SHALL BE A MINIMUM OF 2'-0" FROM ACCESSABLE SIGNAGE REFER TO ........................................................... SHEET A-103 / DET. 19 21 INDICATES WHITE PAINTED DIRECTIONAL ARROWS. 22 PROVIDE & INSTALL NEW "DETECTABLE WARNING DEVICES" AT THE BOTTOM 36" AND FULL WIDTH OF RAMP. - SEE CIVIL DRAWINGS FOR RAMP SLOPES & DIMENSIONS - REFER TO ........................................................... SHT. A-801 / DET. 7 23 CONSTRUCT NEW PRE-FABRICATED METAL CARPORTS, TYPICAL. - REFER TO .......................................................... SHT. A-103 / DET. 22 - SEE SITE ELECTRICAL PLAN FOR LIGHTING CIRCUITS 24 CROSS HATCHED AREA INDICATES AREAS TO BE CONSTRUCTED w/ NEW STAMPED CONCRETE. - STAMP CONCRETE w/. 'PROLINE CONCRETE TOOLS' RANDOM STONE PATTERN - "SEDONA STONE" 25 INDICATES TENTATIVE ELECTRICAL METER LOCATION / CLOSET - COORDINATE w/ SERVING UTILITY COMPANY FOR DETAILED REQUIREMENTS. - SEE ELECTRICAL DRAWINGS FOR DETAILED REQUIREMENTS 26 PREFABRICATED STAIRS - REFER TO ............................................................. SHT. A-501 & A-502 27 CONSTRUCT NEW SIDEWALK PER CITY OF OROVILLE PUBLIC WORKS STANDARDS IN PUBLIC RIGHT OF WAY. - REFER TO CIVIL DRAWINGS 28 INDICATES SITE ENTRANCE TOW-AWAY SIGN. - REFER TO .......................................................... SHT. A-801 / DET. 4B 29 INSTALL 30" STATE STANDARD "STOP" SIGN(S) AT LOCATION(S) SHOWN. WHERE A "RIGHT TURN ONLY" SIGN OS ALSO REQUIRED AT THE SAME LOCATION, INSTALL A 30" x 36" STATE STANDARD SIGN IMMEDIATELY BELOW THER STOP SIGN ON THE SAME POST. SIGN(S) SHALL BE MOUNTED ON A 2" GALVANIZED POST WITH THE BOTTOM OF THE LOWEST SIGN 7' ABOVE GROUND, LOCATED BEHIND CURB AND IMMEDIATELY BEHIND A MAJOR STREET SIDEWALK. 30 EXISTING STREET LIGHTING TO REMAIN, TYPICAL. 31 INDICATES CONCRETE SIDWALK FROM PARKING LOT TO LEVEL 2 OF BUILDING. - REFER TO BUILDING COORDINATION PLANS 32 INDICATES CONCRETE SIDEWALK WITH ACCESSIBLE PATH OF TRAVEL FROM LEVEL 1 OF BUILDING TO PUBLIC RIGHT-OF-WAY - REFER TO SITE PLAN LEGEND THIS SHEET - REFER TO BUILDING COORDINATION PLANS 33 INDICATES BATTERED GRAVITY RETAINING WALL (DESIGN-BUILD) 34 INDICATES SITE CONTOURS - SHOWN FOR REFERENCE ONLY - REFER TO REFER TO CIVIL DRAWINGS 35 INDICATES TENTATIVE LOCATION OF ELECTRICAL TRANSFORMER - COORDINATE w/ SERVING UTILITY COMPANY AND LANDSCAPE PLANS - REFER TO ELECTRICAL DRAWINGS FOR DETAILED REQ'TS. 36 INDICATES TENTATIVE LOCATION OF GAS METERS - COORDINATE w/ SERVING UTILITY COMPANY AND LANDSCAPE PLANS SCALE: 1" = 30' SITE PLAN 55 1 11 11 2 2 3 3 4 7 7 8 8 99 10 10 12 1212 18 19 20 20 21 21 22 22 23 23 23 2424 26 26 26 27 28 2929 32 32 32 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. Plotted: Wednesday, December 23, 20203:14 PMSHEET NO. PROJECT NO.2007 SHEET TITLE: SCALE: NO.DATE:ISSUE: OROVILLE HEIGHTS FAMILY LIVING COMMUNITY 1409 ORO DAM BLVD. WEST OROVILLE, CA. FOR: WILLOW PARTNERS, LLC AS SHOWN 05-11-2020 INITIAL DESIGNATETA TS LACFO I INROF REN. 1-31-21NO. C8883 R S EIBORLNEC DI CNOSA E D.LT RAD V C E TIH © 2020, r.l. davidson, inc.no part of this drawing may be reproduced,stored in a retrieval system, or transmitted inany form or by any means, electronic, mechanical,photocopying, recording, or otherwise, withoutwritten permission of r.l. davidson, inc.all rights reserved. A-322 BUILDING '2' EXTERIOR ELEVATIONS R.L. Davidson, Inc. ARCHITECTS EST. 1987 425 Spruce Ave. Clovis, Ca 93611 559 . 435 . 3303 www.rldavidson.com 06-05-2020 SUBMITTAL +0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +8'-4 1/2"ABV. SUB-FLOR. +9'-0" DBL. TOP PL.ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +7'-8" ABV.DBL. TOP PL. +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +2'-4" +6'-10" +2'-4" +6'-10" +2'-4" +6'-10"1 1/2"2'-0"+4'-0" +6'-10" +8'-0" +2'-4" +4'-0" +6'-10" +8'-0" +2'-4" +4'-0" +6'-10" +8'-0" +0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +8'-4 1/2"ABV. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +7'-8" ABV.DBL. TOP PL. +41'-8 1/8"+42'-2 5/8" +4'-0" +6'-10" +8'-0" +2'-4" +4'-0" +6'-10" +8'-0" +2'-4" +4'-0" +6'-10" +8'-0" +3'-6" +7'-0" +3'-6" +7'-0" +3'-6" +7'-0"1 1/2"2'-0"+2'-4" +6'-10" +2'-4" +6'-10" +2'-4" +6'-10" 5 1/2" 12" +0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +8'-4 1/2"ABV. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +41'-8 1/8"+42'-2 5/8" +7'-8" ABV.DBL. TOP PL. +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +8'-0" +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +4'-0" +6'-8" +8'-0" +4'-0" +6'-8" +8'-0" +4'-0" +6'-8" +8'-0"1 1/2"+2'-4" +6'-10" +2'-4" +6'-10" +2'-4" +6'-10" 5 1/2" 12" SCALE: 1" = 50' BUILDING '2' - KEY PLAN SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 5 SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 6 SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 7 1 / A-321 2 / A-3213 / A-321 4 / A-3216 / A-3225 / A-322 8 / A-3237 / A-323 10 / A-3249 / A-32412 / A-32411 / A-324 14 / A-32513 / A-325 15 / A-325 Plotted: Wednesday, December 23, 20203:14 PMSHEET NO. PROJECT NO.2007 SHEET TITLE: SCALE: NO.DATE:ISSUE: OROVILLE HEIGHTS FAMILY LIVING COMMUNITY 1409 ORO DAM BLVD. WEST OROVILLE, CA. FOR: WILLOW PARTNERS, LLC AS SHOWN 05-11-2020 INITIAL DESIGNATETA TS LACFO I INROF REN. 1-31-21NO. C8883 R S EIBORLNEC DI CNOSA E D.LT RAD V C E TIH © 2020, r.l. davidson, inc.no part of this drawing may be reproduced,stored in a retrieval system, or transmitted inany form or by any means, electronic, mechanical,photocopying, recording, or otherwise, withoutwritten permission of r.l. davidson, inc.all rights reserved. A-323 BUILDING '2' EXTERIOR ELEVATIONS R.L. Davidson, Inc. ARCHITECTS EST. 1987 425 Spruce Ave. Clovis, Ca 93611 559 . 435 . 3303 www.rldavidson.com 06-05-2020 SUBMITTAL +42'-2 5/8"+41'-8 1/8" +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +8'-0" +0'-0"FIN. SLAB +9'-0" DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +8'-4 1/2"ABV. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +7'-8" ABV.DBL. TOP PL.1 1/2"2'-0"+2'-4" +6'-10" +2'-4" +6'-10" +2'-4" +6'-10" 5 1/2" 12" +0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +8'-4 1/2"ABV. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +7'-8" ABV.DBL. TOP PL. +41'-8 1/8"+42'-2 5/8" +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +8'-0" +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +8'-0" +4'-0" +6'-10" +8'-0" +2'-4" +4'-0" +6'-10" +8'-0" +2'-4" +4'-0" +6'-10" +8'-0" +4'-0" +6'-8" +8'-0" +4'-0" +6'-8" +8'-0" +4'-0" +6'-8" +8'-0"1 1/2"2'-0"+2'-4" +6'-10" +2'-4" +6'-10" +2'-4" 6'-10" 5 1/2" 12" +41'-8 1/8"+42'-2 5/8" +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +8'-0" +4'-0" +6'-10" +8'-0" +2'-4" +4'-0" +6'-10" +8'-0" +2'-4" +4'-0" +6'-10" +8'-0" +0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +8'-4 1/2"ABV. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0" MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +7'-8" ABV.DBL. TOP PL.1 1/2"2'-0"+2'-4" +6'-10" +2'-4" +6'-10" +2'-4" +6'-10" 5 1/2" 12" SCALE: 1" = 50' BUILDING '2' - KEY PLAN SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 7 SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 8 SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 8 1 / A-321 2 / A-3213 / A-321 4 / A-3216 / A-3225 / A-322 8 / A-3237 / A-323 10 / A-3249 / A-32412 / A-32411 / A-324 14 / A-32513 / A-325 15 / A-325 Plotted: Wednesday, December 23, 20203:14 PMSHEET NO. PROJECT NO.2007 SHEET TITLE: SCALE: NO.DATE:ISSUE: OROVILLE HEIGHTS FAMILY LIVING COMMUNITY 1409 ORO DAM BLVD. WEST OROVILLE, CA. FOR: WILLOW PARTNERS, LLC AS SHOWN 05-11-2020 INITIAL DESIGNATETA TS LACFO I INROF REN. 1-31-21NO. C8883 R S EIBORLNEC DI CNOSA E D.LT RAD V C E TIH © 2020, r.l. davidson, inc.no part of this drawing may be reproduced,stored in a retrieval system, or transmitted inany form or by any means, electronic, mechanical,photocopying, recording, or otherwise, withoutwritten permission of r.l. davidson, inc.all rights reserved. A-324 BUILDING '2' EXTERIOR ELEVATIONS R.L. Davidson, Inc. ARCHITECTS EST. 1987 425 Spruce Ave. Clovis, Ca 93611 559 . 435 . 3303 www.rldavidson.com 06-05-2020 SUBMITTAL +0'-0"FIN. SLAB +9'-0" DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL.ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL.ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL.1 1/2"+0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +7'-8" ABV.DBL. TOP PL. +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +8'-0" +2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +8'-0"1 1/2"2'-0"+0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +7'-8" ABV.DBL. TOP PL. +42'-2 5/8"+41'-8 1/8"1 1/2"2'-0"+4'-0" +8'-0" +4'-0" +8'-0" +3'-0" ABV.DBL. TOP PL. +0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +8'-4 1/2"ABV. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +41'-8 1/8"+42'-2 5/8" +0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +8'-4 1/2"ABV. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL.1 1/2"+8'-0" +4'-0" +8'-0" +4'-0" +8'-0" +3'-0" ABV.DBL. TOP PL. +6'-8" +8'-0" +6'-8" +8'-0" +6'-8" +8'-0" SCALE: 1" = 50' BUILDING '2' - KEY PLAN SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 9 SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 10 SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 11 SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 12 1 / A-321 2 / A-3213 / A-321 4 / A-3216 / A-3225 / A-322 8 / A-3237 / A-323 10 / A-3249 / A-32412 / A-32411 / A-324 14 / A-32513 / A-325 15 / A-325 Plotted: Wednesday, December 23, 20203:14 PMSHEET NO. PROJECT NO.2007 SHEET TITLE: SCALE: NO.DATE:ISSUE: OROVILLE HEIGHTS FAMILY LIVING COMMUNITY 1409 ORO DAM BLVD. WEST OROVILLE, CA. FOR: WILLOW PARTNERS, LLC AS SHOWN 05-11-2020 INITIAL DESIGNATETA TS LACFO I INROF REN. 1-31-21NO. C8883 R S EIBORLNEC DI CNOSA E D.LT RAD V C E TIH © 2020, r.l. davidson, inc.no part of this drawing may be reproduced,stored in a retrieval system, or transmitted inany form or by any means, electronic, mechanical,photocopying, recording, or otherwise, withoutwritten permission of r.l. davidson, inc.all rights reserved. A-325 BUILDING '2' EXTERIOR ELEVATIONS R.L. Davidson, Inc. ARCHITECTS EST. 1987 425 Spruce Ave. Clovis, Ca 93611 559 . 435 . 3303 www.rldavidson.com 06-05-2020 SUBMITTAL +0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +8'-4 1/2"ABV. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +7'-8" ABV. DBL. TOP PL.1 1/2"+4'-6" +7'-0" +4'-6" +7'-0" 4'-6" 7'-0" +3'-0" ABV.DBL. TOP PL. +6'-8" +8'-0" +4'-0" +6'-8" +8'-0" +4'-0" +6'-8" +8'-0" +0'-0"FIN. SLAB +9'-0"DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0" MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +7'-8" ABV.DBL. TOP PL. +41'-8 1/8"+42'-2 5/8"1 1/2"2'-0"+2'-6" +7'-0" +2'-6" +7'-0" +2'-6" +7'-0" +8'-0" +4'-0" +8'-0" +4'-0" +8'-0" +3'-0" ABV.DBL. TOP PL. +0'-0"FIN. SLAB +9'-0" DBL. TOP PL. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +10'-2 3/4" T.O.PLYWD. SUB-FLR. +9'-0" DBL. TOP PL. ABV. SUB-FLR. +35'-0"MAX. HEIGHT +5'-8" ABV.DBL. TOP PL. +6'-8" +8'-0" +6'-8" +8'-0" +6'-8" +8'-0"1 1/2"SCALE: 1" = 50' BUILDING '2' - KEY PLAN SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 13 SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 14 SCALE: 3/16" = 1'-0" BUILDING '2' - ELEVATION 15 1 / A-321 2 / A-3213 / A-321 4 / A-3216 / A-3225 / A-322 8 / A-3237 / A-323 10 / A-3249 / A-32412 / A-32411 / A-324 14 / A-32513 / A-325 15 / A-325