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1 2 3 4 5 6 7 9 10 11 12 13 14 15 UP 1 2 3 4 5 6 7 9 10 11 12 13 14 15 UP 1 2 3 4 5 6 7 9 10 11 12 13 14 15 UP 1 2 3 4 5 6 7 8 19 10 111 12 13 14 15 2-STOTY RESIDENCE 2-STOTY RESIDENCE LAUNDRY ROOM PROPERTY LINE 150.00' PR O P E R T Y L I N E 1 5 0 . 0 0 ' 2-STOTY RESIDENCE SCALE: 1/4"=1'0" AREA OF WORK 43 ' - 2 " 18'-5" 19 ' 5' 5' 19'-5" EX. SITE PLAN SCALE: 1/8"=1'0" 1115 HIGHLAND ST 11 1 5 H I G H L A N D S T SA N T A A N A , C A 9 2 7 0 3 OW N E R 11 1 5 H I G H L A N D S T SA N T A A N A C A , 9 2 7 0 3 REVISION(S) 1 2 3 Scale: Date: Project #:24-260 9-15-2024 PR O J E C T A D D R E S S PR O P E R T Y M A N A G E M E N T : MI D - C I T I E S E N G I N E E R I N G R E S E R V E S I T S C O P Y R I G H T S T O T H E S E P L A N S A N D D R A W I N G S . W R I T T E N P E R M I S S I O N A N D C O N S E N T O F M . C . E . I S R E Q U I R E D P R I O R T O C H A N G I N G , R E P R O D U C I N G , C O P Y I N G I N A N Y F O R M O R M A N N E R W H A T S O E V E R O R A S S I G N I N G T O A N Y T H I R D P A R T Y . ( r e v 1 - 1 - 1 8 ) MI D C I T I E S E N G I N E E R I N G RE S I D E N T I A L C O M M E R C I A L I N D U S T R I A L 97 4 4 M A P L E S T . # 1 0 1 BE L L F L O W E R , C A 9 0 7 0 6 PH : ( 5 6 2 ) 8 6 6 - 3 6 2 5 , F X : ( 5 6 2 ) 2 3 2 - 4 1 2 1 WW W . M I D C I T I E S E N G I N E E R I N G . C O M 1. THE ORGANIZATION OF THE SPECIFICATIONS INFO DIVISIONS, SECTIONS AND ARTICLES, AND THE ARRANGEMENTS OF DRAWINGS SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. 2. ALL MATERIALS AND WORK SHALL CONFORM TO ALL GOVERNING BUILDING CODES AND REGULATIONS. 3. THE CONTRACTOR SHALL ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS EMPLOYEES OR WORK, AND AT THE COMPLETION OF THE WORK, HE SHALL REMOVE ALL HIS RUBBISH FROM AND ABOUT THE BUILDING AND ALL HIS TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE HIS WORK BROOM CLEAN OR ITS EQUIVALENT, UNLESS MORE EXACTLY SPECIFIED. IN CASE OF DISPUTE, THE OWNER MAY REMOVE THE RUBBISH AND CHARGE THE COST TO THE CONTRACTOR AS THE ARCHITECT MAY DETERMINE. 4. THESE DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING (E) CONDITIONS, EXISTING ITEMS TO BE REMOVED, INTERFACE BETWEEN EXISTING AND NEW. FURTHER, MANY EXISTING CONDITIONS WERE BASED ON ORIGINAL AND/ OR "AS-BUILT" DRAWINGS GENERATED FROM NONDESTRUCTIVE FIELD SURVEYS. ALTHOUGH THE BASIC INFORMATION IS ACCURATE, ACTUAL SITE CONDITIONS MAY VARY. 5. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE OWNER AND SHALL AT ONCE REPORT TO THE ARCHITECT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. THE CONTRACTOR SHALL NOT BE LIABLE TO THE OWNER OR ARCHITECT FOR DAMAGE RESULTING FROM ERRORS, INCONSISTENCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS UNLESS THE CONTRACTOR RECOGNIZED SUCH ERROR, INCONSISTENCY OR OMISSION AND KNOWINGLY FAILED TO REPORT IT TO THE ARCHITECT. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE ARCHITECT, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. 6. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE ARCHITECT AT ONCE. 7. THE CONTRACTOR WARRANTS TO THE OWNER AND ARCHITECT THAT MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT WILL BE OF GOOD QUALITY AND NEW UNLESS OTHERWISE REQUIRED OR PERMITTED BY THE CONTRACT DOCUMENTS, THAT THE WORK WILL BE FREE FROM DEFECTS NOT INHERENT IN THE QUALITY REQUIRED OR PERMITTED, AND THAT THE WORK WILL CONFORM WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. WORK NOT CONFORMING TO THESE REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED, MAY BE CONSIDERED DEFECTIVE. THE CONTRACTOR'S WARRANTY EXCLUDES REMEDY FOR DAMAGE OR DEFECT CAUSED BY ABUSE, MODIFICATIONS NOT EXECUTED BY THE CONTRACTOR, IMPROPER OPERATION, OR NORMAL WEAR AND TEAR UNDER NORMAL USAGE. IF REQUIRED BY THE ARCHITECT, THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT. 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT AND NECESSARY ASSISTANTS WHO SHALL BE IN ATTENDANCE AT THE PROJECT SITE DURING PERFORMANCE OF THE WORK. THE SUPERINTENDENT SHALL REPRESENT THE CONTRACTOR, AND COMMUNICATIONS GIVEN TO THE SUPERINTENDENT SHALL BE AS BINDING AS IF GIVEN TO THE CONTRACTOR. IMPORTANT COMMUNICATIONS SHALL BE CONFIRMED IN WRITING. OTHER COMMUNICATIONS SHALL BE SIMILARLY CONFIRMED ON WRITTEN REQUEST IN EACH CASE. GENERAL NOTES BMP NOTES DIRECTORY PROPERTY OWNER : 1115 HIGHLAND ST SANTA ANA CA, 92703 ENGINEER: AYMAN IVAN SHMEIT 9744 MAPLE ST. #101 BELLFLOWER, CA 90706 TEL: (562) 866-3625 FAX: (562) 232-4121 WWW.MIDCITIESENGINEERING.COM PROJECT SUMMARY TYPE OF CONSTRUCTION: TYPE V-B NUMBER OF UNITS: 18 ZONE: R-3 NUMBER OF STORIES: 2 LEGAL DESCRIPTION HIGHLAND ST TR LOT 3 ALL -EX N 150 FT- THEREOF(E 40 FT S 150 FT LOT 5 TR 341 ASSESSOR'S ID. NUMBER: 010-183-23 SCOPE OF WORK 1)REPLACE EXISTING STEEL GUARDRAILS WITH 42" AT ELEVATED WALKWAYS. 2) REPLACE EXISTING STEEL GUARDRAILS WITH 42" AT 4-SETS OF STAIRS. SHEET INDEX SP SITE PLAN FLOOR PLANSA1 ELEVATION PLANSA2 STRUCTURAL PLANSS1 SITE PLAN SP 1/8"=1'0" PROJECT LOCATION STRUCTURAL DETAILSSD1 CODES THE GOVERNING CODES FOR THIS PROJECT ARE: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA FIRE CODE -ALL WORK SHALL CONFORM TO: CITY OF SANTA ANA ZONING AND DEPARTMENT OF BUILDING AND SAFETY. 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 4. NON-STORM WATER RUN-OFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE. 5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTE ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 6. TRASH AND CONSTRUCTION RELATED SOLID WASTE MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 9. OTHER:---------------------------------- AS THE PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER, I HAVE READ AND UNDERSTAND THE REQUIREMENTS LISTED ABOVE, NECESSARY TO CONTROL STORM WATER POLLUTION FROM SEDIMENTS, EROSION, AND CONSTRUCTION MATERIALS, AND I CERTIFY THAT I WILL COMPLY WITH THESE REQUIREMENTS. RAIN OR OTHER MEANS. PRINT NAME_ (OWNER OR AUTHORIZED AGENT OF THE OWNER) SIGNATURE . DATE . (OWNER OR AUTHORIZED AGENT OF THE OWNER) SPRINKLERED: NON FUNDED: BY OWNER DEX-O-TEX DETAILSAD1 STRUCTURAL PLANSS2 YEAR BUILT: 1964 STRUCTURAL DETAILSSD2 Bldg #101121253 APPROVALS: PLNG - C. Santana BLDG - G. Huang PUBLIC WORKS - Y. Soto 1115 W Highland St 1/16/2025