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HomeMy WebLinkAboutCDP 2018-0031; EL CAMINO AT CANNON ROAD INTERSECTION IMPROVEMENTS - CIP 6042; Planning CommissionCDP2018-0031 /SUP2018-0005/SUP2018-0006 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION REQUIRED VERIFICATION AND INSPECTION OF MASONRY SPECIAL INSPECTION NOTES CONTINUOUS PERIODIC REFERENCED CONTINUOUS DURING PERIODICALLY DURING (APPLIES TO ALL TABLES) VERIFICATION AND INSPECTION TASK INSPECTION INSPECTION STANDARD VERIFICATION AND INSPECTION TASK LISTED TASK LISTED 1 . INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING X ACI 318: 3.5, 7.1 -7.7 1 . AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL A. THE SPECIAL INSTRUCTIONS LISTED ARE IN ADDITION TO THE CALLED -INSPECTIONS REQUIRED BY APPENDIX CHAPTER 1 SECTION 109 OF THE TENDONS, AND PLACEMENT. BE VERIFIED TO ENSURE COMPLIANCE: a. PROPORTIONS OF SITE-PREPARED MORTAR. -X C.B.C., AS AMENDED. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR 2 INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE AWS 01 .4 INSPECTION BY A CITY INSPECTOR. b. CONSTRUCTION OF MORTAR JOINTS. -X WITH TABLE 1704.3, ITEM 5b, AND BAR COUPLERS IN --ACI 318: 3.5.2 C. LOCATION OF REINFORCEMENT, CONNECTORS, B. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE CITY OF ACCORDANCE WITH CALTRANS SECTION 52. -X PRESTRESSING TENDONS AND ANCHORAGES. CARLSBAD TO PERFORM THE TYPE OF INSPECTION SPECIFIED. 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO d. PRESTRESSING TECHNIQUE. -- AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE X ACI 318: 8.1.3 e. GRADE AND SIZE OF PRESTRESSING TENDONS AND EXCEPTIONS: ---1. SOILS INSPECTIONS BY THE SOILS ENGINEER OF RECORD. LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN ANCHORAGES. IS USED. 2 . THE INSPECTION PROGRAM SHALL VERIFY: 2. WHEN WAIVED BY THE BUILDING OFFICIAL. . 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. -X ACI 318: 3.8.6, 8.1.3 a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. -X C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR 5. VERIFYING USE OF REQUIRED DESIGN MIX. -X ACI 318: Ch. 4, 5.2 -5.4 DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. -- 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE ASTM C 172 MEMBERS, FRAMES OR OTHER CONSTRUCTION. D. SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR X ASTM C 31 C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. -X THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR -CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE ACI 318: 5.6, 5.8 d. WELDING OF REINFORCING BARS. --EXPOSURE. CONCRETE. e. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40'F) OR HOT WEATHER -X E. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X ACI 318: 5.9, 5.10 APPROVED BY THE CITY OF CARLSBAD FOR TESTING OF MATERIALS, -(TEMPERATURE ABOVE 90'F) PROPER APPLICATION TECHNIQUES. SYSTEMS, COMPONENTS AND EQUIPMENT. f. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE. -- 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING -X ACI 318: 5.11 -5.13 F. A PROPERTY OWNER'S FINAL REPORT OF WORK REQUIRING SPECIAL TEMPERATURE AND TECHNIQUES. 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO INSPECTION MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY ENSURE COMPLIANCE: OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF 9. INSPECTION OF PRESTRESSED CONCRETE: a. GROUT IS CLEAN. -X RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. a. APPLICATION OF PRESTRESSING FORCES. ACI 318: 18.20 b. PLACEMENT OF REINFORCEMENT AND CONNECTORS AND --b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE ACI 318: 18.18.4 PRESTRESSING TENDONS AND ANCHORAGES. -X G. AN APPLICATION TO PERFORM OFF-SITE FABRICATION MUST BE SEISMIC-FORCE-RESISTING SYSTEM. C. PROPORTIONS OF SITE-PREPARED GROUT AND SUBMITTED TO THE INSPECTION SERVICES DIVISION FOR APPROVAL -X PRESTRESSING GROUT FOR BONDED TENDONS. PRIOR TO FABRICATION. 1 0. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. --ACI 318: Ch. 16 d. CONSTRUCTION OF MORTAR JOINTS. -X VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO 4. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE H. A CERTIFICATE OF COMPLIANCE OF OFF-SITE FABRICATION MUST BE 1 1 . WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS. X -COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION STRESSING OF TENDONS IN POST TENSIONED CONCRETE AND X ACI 318: 6.2 PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS - a. GROUTING OF PRESTRESSING BONDED TENDONS. -- AND STRUCTURAL SLABS. 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR I. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE CITY OF SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. X -CARLSBAD FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON 12. INSPECT FORMWORK FOR SHAPE, LOCATION, ELEVATION, AND X ACI 318: 6.1.1 THE PREMISES OF THE FABRICATOR'S SHOP. DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. -6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS -X NOTE: INSPECTION TABLE REFERENCES ACI 318-08 AND 2010 CBC. SHALL BE VERIFIED. REQUIRED VERIFICATION AND INSPECTION OF SOILS BIOLOGICAL AVOIDANCE AND MINIMIZATION MEASURES NOTES CONTINUOUS DURING PERIODICALLY DURING 1. A BIOLOGIST SHALL PREPARE AN ENVIRONMENTAL AWARENESS TRAINING PROGRAM TO BE PROVIDED TO ALL PROJECT PERSONNEL PRIOR TO COMMENCEMENT OF PROJECT-RELATED ACTIVITIES. THE PROGRAM SHALL VERIFICATION AND INSPECTION TASK TASK LISTED TASK LISTED CONTAIN INFORMATION CONCERNING SPECIAL-STATUS PLANT, WILDLIFE, AND AQUATIC RESOURCES, INCLUDING, BUT NOT LIMITED TO, DESCRIPTIONS, LOCATIONS OF SUITABLE HABITAT, REASONS FOR AVOIDANCE, AND AVOIDANCE AND MINIMIZATION MEASURES. 1 . VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE -X TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. THE CONTRACTOR SHALL INSTALL ORANGE CONSTRUCTION FENCING (OR SIMILAR) ALONG THE PERIMETER OF THE PROPOSED TEMPORARY IMPACT AREAS TO DEMARCATE LIMITS OF WORK CLEARLY. A BIOLOGIST 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND SHALL BE BE PRESENT DURING THIS ACTIVITY TO DIRECT THAT IMPACTS TO VEGETATION OUTSIDE OF THE PROPOSED TEMPORARY IMPACT AREAS AND BIRD NESTS (IF FENCE INSTALLATION OCCURS BETWEEN JANUARY -X 15 AND SEPTEMBER 15) ARE AVOIDED. HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL 3. A BIOLOGIST SHALL FLAG SAN DIEGO MARSH-ELDER INDIVIDUALS NEAR WORK AREAS OR ACCESS PATHS FOR AVOIDANCE. -X MATERIALS. 4. A BIOLOGIST SHALL PERFORM A PRESENCE/ABSENCE SURVEY FOR MONARCH BUTTERFLY PRIOR TO DISTURBANCE/REMOVAL OF EUCALYPTUS TREES. THE BIOLOGIST SHALL SURVEY THE TREE(S) TO BE AFFECTED 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT AND AND APPROPRIATELY-SIZED SURROUNDING BUFFER. IF ANY MONARCH BUTTERFLY ROOSTING SITES ARE IDENTIFIED, TREE DISTURBANCE/REMOVAL SHALL BE PROHIBITED UNTIL ROOSTING IS NOT LONGER THICKNESSES DURING PLACEMENT AND COMPACTION OF X -OBSERVED. COMPACTED FILL. 5. IF VEGETATION DISTURBANCE IS TO OCCUR DURING THE BIRD BREEDING SEASON (BETWEEN JANUARY 15 AND SEPTEMBER 15), A BIOLOGIST SHALL PERFORM A NESTING BIRD SURVEY WITHIN THE PROPOSED 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE CONSTRUCTION AREA AND APPROPRIATELY-SIZED BUFFER NO MORE THAN 72 HOURS PRIOR TO THE VEGETATION DISTURBANCE. IF THE PLANNED VEGETATION DISTURBANCE DOES NOT OCCUR WITHIN 72 HOURS OF SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED -X THE NESTING BIRD SURVEY, THEN THE AREA SHALL BE RESURVEYED. IF NESTING BIRDS ARE FOUND, THEN THE QUALIFIED BIOLOGIST SHALL ESTABLISH AN ADEQUATE BUFFER ZONE (ON A SPECIES-BY-SPECIES, PROPERLY. CASE-BY-CASE BASIS) IN WHICH CONSTRUCTION ACTIVITIES WOULD BE PROHIBITED UNTIL THE NEST IS NO LONGER ACTIVE. THE SIZE OF THE BUFFER ZONE IS DETERMINED THE BIOLOGICAL MONITOR BASED ON THE AMOUNT, INTENSITY, AND DURATION OF CONSTRUCTION, AND CAN BE ALTERED BASED ON SITE CONDITIONS. IF APPROPRIATE, AS DETERMINED BY THE BIOLOGICAL MONITOR, ADDITIONAL MONITORING OF THE NESTING BIRDS MAY BE CONDUCTED DURING CONSTRUCTION TO ENSURE THAT NESTING ACTIVITIES ARE NOT DISRUPTED. IF ANY ACTIVE COASTAL CALIFORNIA GNATCATCHER OR LEAST BELL'S VIREO NESTS ARE IDENTIFIED , THEN THE PROJECT BIOLOGIST SHALL CONSULT WITH THE USFWS FOR DIRECTION ON APPROPRIATE BUFFER ZONE RADIUS FOR AVOIDANCE. 6. A BAT SPECIALIST SHALL CONDUCT A SURVEY PRIOR TO CONSTRUCTION ACTIVITIES TO DETERMINE THE NEED FOR HUMANE EVICTION OR OTHER AVOIDANCE ANO MINIMIZATION MEASURES. 7. TREE REMOVAL OR CONSTRUCTION ACTIVITIES ADJACENT TO THE BRIDGE SHALL BE CONDUCTED OUTSIDE OF THE BAT MATERNITY SEASON (APRIL 1 THROUGH AUGUST 31) "AS BUILT" TO THE GREATEST EXTENT PRACTICAL. 8. IF NIGHTTIME WORK IS NECESSARY DURING CONSTRUCTION, NIGHT LIGHTING SHALL ONLY BE USED ON THE PORTION OF BRIDGE STRUCTURE ACTIVELY BEING WORKED ON, THAT THE LIGHTING BE FOCUSED ON THE DIRECT AREA OF WORK, AND THAT AIRSPACE ACCESS TO AND FROM BAT ROOST FEATURES NOT BE OBSTRUCTED EXCEPT AT RCE DIRECT WORK AREAS. EXP. DATE 9. ALL VEHICLES, EQUIPMENT, TOOLS, OR SUPPLIES SHALL STAY WITHIN THE REVIEWED BY: TEMPORARY LIMITS OF THE TEMPORARY IMPACT AREAS, BUT NO VEHICLES, EQUIPMENT, TOOLS, OR SUPPLIES SHALL BE PLACED WITHIN THE AGUA HEDIONDA CREEK OF ITS INSPECTOR DATE ASSOCIATED RIPARIAN VEGETATION. ONLY THE TEMPORARY PLACEMENT OF SCAFFOLDING uTI CITY OF CARLSBAD urJ ASSOCIATED WITH SIDEWALK OVERHANG CONSTRUCTION SHALL BE PLACED ON TOP OF VEGETATION/GROUND WITHIN THE CREEK. 7 TRANSPORTATION DEPARTMENT 9 IMPROVEMENT PLAN FOR: 10. BMP FEATURES (E.G., SILT FENCING, STRAW WATTLES, AND GRAVEL BAGS) SHALL BE EL CAMINO REAL BRIDGE IMPROVEMENTS AT CANNON ROAD INSTALLED WHERE NECESSARY TO PREVENT OFF-SITE SEDIMENTATION. SPECIAL INSPECTION pilOFESSJ~ ~,;a: :1!J, 11. EQUIPMENT REFUELING SHALL OCCUR IN AN UPLAND AREA FAR ENOUGH AWAY NOTES APPROVED , ._1g~a .y o,g,;ea oy nosa~,n (;;' r-<. .;a~) FROM THE CREEK TO PREVENT CONTAMINATION OF WATERS. • " ><~I 17 HOSSEIN AJIDEH EINFELDER I' No/58952 Hossem AJ1d~?:~,--~~~?~o:.?1 09/21/2020 ENGINEERING MANAGER PE 75991 EXPIRES 6/30/2022 DATE 12. THE CONTRACTOR SHALL REVE,GETATE THE PROJECT IN ACCORDANCE WITH THE ~ Brig/11 p,rnp/,,, Rlg/Jt Solurlons. 4-15-22 A CML MEASURES LISTED IN THE REVEGElrATION AREA MAINTENANCE AND MONITORING OWN BY: I ti PROJECT NO. DRAWING NO. .r~ ,t-DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: TC 550 West C Street Suite 1200 San Diego, CA 92101 fe 4'" CALl'icF_ SPECIFICATIONS AND SUCCESS CRITERIA MEMORANDUM. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: KG 6042/6056 499-5 Tel. (619) 831-4600 Fax. (619) 232-1039