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1996-4683 CN (Plans) STORM DRAIN REHABILITATION 1470 NEPTUNE AVENUE GENERAL NOTES SPECIAL NOTES WORK TO BE DONE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 8. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER 1. CORRUGATED ALUMINUM PIPE THE IMPROVEMENTS GENERALLY CONSIST OF THE FOLLOWING WORK TO BE DONE IN CONFORMANCE WITH THESE PLANS AND SPECIFICATIONS, TOGETHER RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THESE GENERAL NOTES IN CASE OF CONFLICT. A. PIPE MATERIALS - ALL CORRUGATED ALUMINUM PIPE SHALL BE IN WITH THE SUPPLEMENTAL INFORMATION REFERENCED THEREIN. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND ACCORDANCE WITH SECTION 207 -13 OF THE STANDARD SPECIFICATIONS FOR PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 9. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART PUBLIC WORKS CONSTRUCTION (SSPWC), 1994 EDITION. THE WORK TO BE DONE GENERALLY CONSISTS OF THE REMOVAL OF APPROX. BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK 30 LF EXIST. 12" CMP, 97 LF OF EXIST. 18" CMP; TO BE REPLACED WITH DEFEND, INDEMNIFY AND HOLD THE CITY OF ENCINITAS AND THE ENGINEER SHOWN ON THE PLANS OR SAN DIEGO REGIONAL DRAWINGS. B. PIPE COUPLING BANDS - ALL PIPE SECTIONS SHALL BE JOINED WITH APPROXIMATELY 189 LF OF 18" DIAMETER CORRUGATED ALUMINUM PIPE, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN MANUFACTURED COUPLING BANDS THAT INCORPORATE 0 -RING GASKETS TO AND CONSTRUCTION OF A GRATED INLET AS SHOWN ON THESE PLANS. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT„ 10. UPON COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL BE ELIMINATE WATER INFILTRATION AND EXALTRATION AT JOINTS, SUCH AS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE RESPONSIBLE FOR LEAVING THE WORK AREA FREE OF HAZARDS, AND SHALL THE CORRUGATED OR ANNULAR BAND WITH 0- RINGS, AS MANUFACTURED CITY OF ENCINITAS OR THE ENGINEER. PROVIDE ALL NECESSARY TEMPORARY SIGNS, WARNING DEVICES, AND BY PACIFIC CORRUGATED PIPE CO. OR APPROVED EQUAL. ENGINEERS CERTIFICATE BARRICADES. 2. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE C. PIPE ANCHORS - ANCHOR ASSEMBLIES SHALL BE PER SAN DIEGO I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, 11. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE REGIONAL STANDARD DRAWING NO S -10, "CUT OFF WALL" & DETAIL "A" THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR SHOWN ON SHEET 2. EACH SECTION OF PIPE SHALL HAVE ONE ANCHOR PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. BEFORE ASSEMBLY INSTALLED AT MID - LENGTH OF PIPE SECTION; MAXIMUM SPACING OF CODES, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. EXCAVATING, VERIFY LOCATION OF UNDERGROUND UTILITIES - CONTACT: ANCHORS IS 20 FEET ON CENTER. ALL ANCHOR ASSEMBLY HARDWARE SHALL BE GALVANIZED PER SPECIAL NOTE NO. 2. 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD GAS & ELECTRIC COMPANY 800 - 422 -4133 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION, TELEPHONE CO. & FIRE ALARM 800 - 422 -4133 2. GALVANIZING ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OR WORK, OF MY UNLESS OTHERWISE SPECIFIED. WATER & SEWER 800 - 422 -4133 RESPONSIBILITIES FOR PROJECT DESIGN. COMMUNICATIONS DIVISION 800 - 422 -4133 ALL HARDWARE, INCLUDING BOLTS AND FABRICATED STEEL ASSEMBLIES, 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES UNDERGROUND SERVICE ALERT 800- 422 -4133 d� T SHALL BE HOT- DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE O PROTECT AND MAINTAIN THE EXISTING UTILITY SERVICES SHOWN ON y , WITH SECTION 210 -3 OF THE SSPWC, EXCEPT AS INDICATED BELOW: No. 34131 THESE PLANS AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS ` EV.6 -30-99 PLANS. THE CONTRACTOR IS REQUIRED TO PROVIDE A MARKOUT OF ALL BEFORE STARTING WORK, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY DELETE THE MINIMUM WEIGHT OF COATING TABLE FROM SECTION 210 -3.2 lj ��, 1 = ' -12 -�L ' c, UTILITIES WITHIN THE AREA OF WORK PRIOR TO COMMENCING OF ANY DISCREPANCIES. OF THE SSPWC, AND SUBSTITUTE THE FOLLOWING: WA N I U A �Of choo CONSTRUCTION. 13. LOCATION OF ALL EXISTING UTILITIES SHOWN ARE PER AVAILABLE ALL STEEL SHALL BE COATED BY THE HOT- DIPPED PROCESS IN ACCORDANCE 4. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO ENSURE RECORD DRAWINGS OBTAINED DURING DESIGN. CONTRACTOR TO CONTACT WITH THE REQUIREMENTS OF ASTM A 123, A 153, 633, AND 695, AS CONSTRUCTION NOTES THAT ALL UTILITY SERVICES WILL REMAIN FUNCTIONAL DURING THE APPROPRIATE AGENCIES TO OBTAIN ANY REVISED, UPDATED, OR AS -BUILT APPLICABLE. MINIMUM WEIGHT OF COATING SHALL BE TWO OUNCES (2 CONSTRUCTION PERIOD. OZ.) PER SQUARE FOOT OF SURFACE AREA. 1. DEBRIS REMOVAL. THE APPLICANT SHALL BE RESPONSIBLE FOR THE REMOVAL OF DEBRIS THAT IS DEPOSITED ON THE BEACH OR IN THAT WATER 5. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE ON THE JOB SITE INFORMATION AVAILABLE JUST PRIOR TO CONSTRUCTION. THE 3. CONCRETE DURING CONSTRUCTION OF THE DRAIN SUPPORT STRUCTURES, COPIES OF APPLICABLE STANDARDS SHOWN ON THESE PLANS, AND BE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO RESULT OF THE FAILURE OF THE DRAIN SUPPORT STRUCTURES. . AS A FAMILIAR WITH THEIR REQUIREMENTS. PROTECT AND MAINTAIN THE UTILITY LINES SHOWN, AND ANY OTHERS NOT CONCRETE SHALL BE CLASS 560 -C -3250 PER SECTION 201 OF THE SSPWC. OF RECORD OR NOT SHOWN ON THESE DRAWINGS. 2. CONSTRUCTION PRACTICES. CONSTRUCTION PRACTICES SHALL BE 6. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES, ORDINANCES, 4. REINFORCING STEEL CONSISTENT WITH THE CONSTRUCTION ACCESS AND STAGING AREA /PROJECT RESTRICTIONS, AND OSHA REQUIREMENTS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL WORK TIMING PLAN ON FILE IN THE OFFICE OF THE CALIFORNIA COASTAL SHOWN IS BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY A. MATERIAL. ALL REINFORCING STEEL SHALL BE GRADE 40, CONFORMING COMMISSION. 7. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS OF ALL QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR TO ASTM A -615. ALL REINFORCING STEEL SHALL BE EPDXY COATED. EXISTING FACILITIES, THE LOCATIONS OF ALL EXISTING UTILITIES, AND SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY 3. CONSTRUCTION MATERIALS. DISTURBANCE TO SAND AND INTERTIDAL ALL OTHER CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. CONTACTING THE CITY'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO REINFORCEMENT SHALL BE SHOP FABRICATED PRIOR TO COATING, AND AREAS SHALL BE MINIMIZED. BEACH SAND EXCAVATED SHALL BE TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT SHALL CONFORM TO THE REQUIREMENTS OF AASTHO M 284. REDEPOSITED ON THE BEACH. LOCAL SAND OR COBBLES SHALL NOT BE PROPERTY FROM ANY EROSIONS AND SILTATION THAT RESULT FROM HIS USED FOR BACKFILL OR CONSTRUCTION MATERIAL. OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY VISIBLE VOIDS IN THE COATING, REGARDLESS OF CAUSE SHALL BE DESILTING BASIN, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE PATCHED IF THE TOTAL AREA OF VOIDS EXCEEDS 0.25 PERCENT OF THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY OWNER, SURFACE OF THE BAR. BARS THAT REQUIRE SURFACE PATCHING LESS THAN GRVOGPpp ST' AND /OR CITY OF ENCINITAS. PERCENT THE TOTAL PATCH OF THE SUPPLIED ED BY EPDXY N i 15. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO FABRICATOR. BARS WHICH REQUIRE SURFACE PATCHING IN EXCESS OF 5 SO I L BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PERCENT OF THE TOTAL SURFACE AREA OF THE BAR WILL BE REJECTED. Z� N PRIOR TO CONSTRUCTION OF NEW WORK. SOILS REPORT 5Y GE.00ON INC. (CIO. 5GIc) - 12 -0 1 rn p \ y YJP�jER 51 HANDLING AND PLACEMENT. ALL SYSTEMS FOR HANDLING COATED BARS DATED ¢ -irO -OJ�o c �l 51 16. THE CONTRACTOR SHALL NOTIFY THE FIELD SURVEY AND FIELD tij EPSON V` SHALL HAVE PADDED CONTACT AREAS FOR THE BARS WHENEVER POSSIBLE. t INSPECTION DEPARTMENT OF THE CITY OF ENCINITAS AT 944 -3374 48 PHOEBE 5� HOURS PRIOR TO BEGINNING CONSTRUCTION. ALL BUNDLING BANDS SHALL BE PADDED AND ALL BUNDLES SHALL BE N LIFTED WITH STRONG BACK, MULTIPLE SUPPORTS, OR A PLATFORM BRIDGE o SITE 9, 17. THE CONTRACTOR SHALL KEEP ACCURATE AND LEGIBLE RECORDS ON A SO AS TO PREVENT BAR -TO -BAR ABRASION FROM SAGS IN THE BAR BUNDLE. SET OF PROJECT BLUELINE PRINTS OF ALL CHANGES OF WORK WHICH OCCUR o O ,PSPER 5� ALL FIELD CUTS SHALL BE IMMEDIATELY COATED WITH AN APPROVED PATCH DURING PROJECT CONSTRUCTION. PRIOR TO FIELD ACCEPTANCE, THE o 0 `EVCA BLVD. MATERIAL SUPPLIED BY THE EPDXY FABRICATOR. a CONTRACTOR SHALL DELIVER THIS AS -BUILT INFORMATION TO THE n ENGINEER. SPLICES OF REBAR SHALL HAVE A MINIMUM OVERLAP OF 18 INCHES. LO rn i `1 OWNER: LEGAL DESCRIPTION: VICINITY MAP ✓IM AND SANDRA NICOOEMUS THEkVLY. 10.00' OF L07 OFOFSEC.5, TI3S, R4W S.B.M., 1470 NEPTUNE AVENUE IN THE CITY OF ENCINITAS, COUNTY OF SAN NOT TO SCALE ENCINITAS, CA. 92 92024 DIEGO, CALIF. ACCORDING TO OFFICIAL PLAT THEREOF, i PH I N IT) 94 A. (4 RECO ©ED FE8.1,1995 A5 DOC. No. 1995- 0045627 O.R. W A. P. N. 254- 210-0/ YASSON ASSOCIATES, EVISIONS DRAWING NO. INC. r REV. DESCRIPTION BY: DATE: APP. C ITY OF ENCINITAS 0005 - pI PLANNING ENGINEERING • SURVEYING APPROVALS STORM DRAIN REHABILITATION 200 E. WASHINGTON AVE. • SUITE 200 • ESCONDIDO • CA 9 2025 -1 81 6 CALIFORNIA COASTAL DEVELOPMENT m TEL (619) 741 -3570 • FAX (619) 741 -1786 REC MMENDED AP R D SHEET 1 OF 2 Z PERMIT NO. `fi J � 1470 NEPTUNE AVENUE Pi Prepared Under Supervision Of: For Yoeeon k Associates Inc. Design MVS BY: BY: C L ✓ d�-d -/- Date (o Drawn DAM vs� --�. ¢� I'� -� EDWARD N. DOMNi R.C.E. No. 34131 Chkd. END DATE: S- 13 pri DATE: ��1���G FILE NO. m CL 46 GN : _ I� �" �. } - _ RD - _ f TV c *I _ — — oft IN + CAGE : _ — - - - - ' _.. .... _ ._._ - T _. +_ t c w ._. €JCS- . ;p TINE a` • _ A$ 7f T _ _ _, _. - _. _ ..... - - - - -- 'ipf t - - -..._ U. BS 0,._ZYf� r f+O P116-4 rK _._.. -_. - __. - lk I _ _ __ l Y - 2 +50 aS 2 +00 1 +50 1 +00 0 +50 0 +00 „ WRAP PIPE WITH Co WIOE 8AI40 OF 3 /B'TH/CKR06BER INSULATOR• PIPE CLAMP W/TH ys PIPEp'0' \L 3/ 4 "BOLTS. / P TO I MATCH F SLOPE OF j P /PE. (VAR/ES) REMOW AND REPLACE EXIST. 18' DIA CUP a i� 3 /B" STL. FABRICATED AS \ \ INTH 18' DIA CORRUGATED ALUMINUM PIPE (16 GA.) 6 „ BRACKET. I \ G J 8z o8 v 6 ISO NOTE : ALL DIMENSIONS M \ . COOROWATED WITH SPEC /F/C \ \ \ � \ ao 87 >5 s I I I - MATERIALS SELECTED FOR a FABRICATION. l S' h M� W N _ + 4. 20 "DIA. PIPE CLAMP + � ' + + '� \ \? ?g >5 >s :, s s �s 5 O PER GR /NNEL F /GORE 112 I IV, » _ >? s e4. ' N. O'3 20 E. lB7. 5G' \2 >> >9 y�� w oR EQUAL. Q as 4. > -� ? JJ5 6 9 » L - w j � T _ _ Fes+ - �.y� L . O � ' I �. .-.F -ill. � � > �� �� � �.,�g ��� �. � -� r� 73 6'1 U I ' 2 +00 ':.___ - --I \g � � -,--• -- — — � 1+00 — — — —\— 8 e � ^ 0 +50 — — ss E �r M „ 5 w I SURFACE I I I �3 I I I I MI N., 12 MAX. LL 1 0' L/C >s. 3 a >�s �0 34 , - 52 1 II I 3/4 x 2 „ & �-3 4 L W HOdYI' o Jp 9 " „ U I 4 ,` ° ss I �� �6 � � I !� I � ANCNoR eocr 1 +20 GRATED INLET PER >� 1 w I `� SDRSD D- 19,1 / YPE I .TOP 4 9 I 4— MODIFIED SDRS o "V - 4.3 FL BOX 70.16 z I $ „ x /6 C'ONC. >s �' DWG. S- !O, TYPE A'. 3 I n \ PROPOSED 18' DIA CORRUGATED _ BLOCK I t9 ALUMINUM PIPE (16 GA.) MATCH I \ ?� 1 PIPE GRADIENT TO EX SLOPE C) 6 ?q 1 14j lv p . ADD(2)*3 o. M, ADD 6# O � RT. B.'IRS q t e f 1 50 2 20' l8” 4 o J DETAIL A - PIPE PIER )#ANCHOR 0 h L8 I 4' M /N. INTO FORMAT /ONAL SOIL BUT NO LE55 THAN G' MIN. DEPTH. o 3 o N M O LO Of 10 5 0 10 20 30 3 0 SCALE IN FEET SCALE: 1 ° = 10' S. 70' 3.3 " W. 188 39' a o�s a z w J U- Y A S S O N do A S S O C I A T E S, I N C REVISIONS REV. DESCRIPTION BY: DATE: APP. 0003 CITY OF ENCINITAS C NO. n PLANNING ENGINEERING • SURVEYING APPROVALS STORM DRAIN REHABILITATION 200 E. WASHINGTON AVE. • SUITE 200 • ESCONDIDO • CA 92025 -1816 w CALIFORNIA COASTAL DEVELOPMENT TEL (619) 741 -3570 • FAX (619) 741 -1786 RE OMMENDED APR D SHEET 2 OF 2 PERMIT NO. 1470 NEPTUNE AVENUE Pr epared Under Superdsion OF. For Moeacn t Associates Inc. Design MVS BY: BY: U J• / 4-11- Drawn DAM pp EDWARD N. DOMIN R.C.E. No. 34131 Chkd. END DATE: ^[C DATE: S -144(f 4683 C� FILE N0. 0 Date 4-11- a