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HomeMy WebLinkAbout1984 - El Camino Real • 416,14.50e�7s cin. OUT `-i.377i $�'' CONSTRUCTION NOTES 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY ENGINEER OF ATASCADERO. THE CITY ENGINEER SHALL BE NOTIFIED -- - ----- -�---� AT LEAS T• 24 HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION F'z' 422 ©c? e5 +Z. 6c> Ura. our DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE C i 7Y ENGINEER WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/Oa OWNER'S RISK. 26 ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF M `• 'a a ATASCADERO STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER,. ---- -� �'` 3. SOILS TESTS SHALE. BE DONE IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS SECTIONS 11-351.1404. ALL TESTS � MUST BE MADE WITHIN FIFTEEN DAYS PRIOR TO PLACING MATERIAL. THE TEST U4 .- RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE X MATERIAL. I 4• COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL � PLACED AS SPECIFIED BY THE ENGINEER SAID TESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. 00 zi v 5. SUBGRADE MATERIAL. SHALL BE COMPACTED TO A RELATIVE COMPACTION OF G5% IN THE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE ` O COMPACTED TO GOX RELATIVE COMPACTION. ° 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, -- WHEN COMPLETED, ARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST �. FOR FINAL INSPECTION. AS--BUILT PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVE- MENTS AND PREPARING THE AS-BUILT PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. 7. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE START OF CON- STRUCTION. ON- STRUCTION. 8. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CON- STRUCTION. 9 ° THE CITY ENGINEER MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE �-- UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER. io. BASE MATERIAL. REQUIREMENTS AGGREGATE FOR CLASS 3 AGGREGATE BASE, SHALL BE FREE OF VEGETABLE MATTER AND OTHER DELETERIOUS SUBSTANCES AND SHALL BE OF SUCH NATURE THAT IT a CAN BE COMPACTED READILY UNDER WATER AND ROLLING TO FORM A FIRM STABLE BASE. THE PERCENTAGE COMPOSITION BY WEIGHT OF AGGREGATE BASE SHALL CONFORM TO THE FOLLOWING GRADING WHEN DETERMINED BY CALIFORNIA TEST METHOD NO. 202. ---- SIEVE SIZE PERCENTAGE PASSING _m 1 1/2" i00X NO. 4 40-SOX �- NO. 200 0-15X . - THE AGGREGATE BASE SHALL ALSO CONFORM TO THE FOLLOWING QUALITY REQUIREMENTS: TEST TYPE CALIF. TEST METHOD NO. MIN. REQUIREMENTS --- - - --P-mm RESISTANCE (R-VALUE) #*301 70.* SAND EQUIVALENT (SE) 0*217 25* DURABILITY *22G 25** PR 0 *NOTE: THE R•-VALUE REQUIREMENT MAY BE WAIVED, PROVIDED TWE SE VALUE IS 30 OR MORE. **NOTE: THE DURABILITY REQUIREMENT MAY BE WAIVED, PROVIDED AN SE 4 rg -4/5 42 I IS 30 OR MORE. it. NEITHER THE OWNER, ,NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY 3 MEASURES OR REGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE CON- TRACTOR SHALL DESIGN. CONSTRUCT`AND MAINTAIN ALL SAFETY DEVICES. IN- CLUDINGSHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL j /� � V �, LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGU- '� �--� -� f� tQ �� �` LATIONS. THE APPROVAL OF THESE PLANS SHALL NOT BE TAKEN AS CONCUR- V h RENCE BY THE CITY THAT THE APPLICANT, ENGINEERS, CONTRACTORS OR d0 0 AGENTS HAVE BEEN ABSOLVED TO ENFORCE APPLICABLE SAFETY RESPONSIBILITIES. V h h 12• A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CON- K r N ^ X1.9 4 STRUCTION OF NEW WORK. 00 B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EX- ® ISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE • _ �x t �' . ._ M . : . ♦ , . , . , . .° , , OF ACTUAL LOCATION OF EXISTING FACILITIES. ,�. •z ,� . ' . , ., ° ..°' ' ' '` '° i �`•0� r " °® ` ,+ .` •r C) BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDER — % a e. . . P a 0 ,s ""• - °'' GROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND a • ♦ b •1• / �°� •� 777- UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY " '"Tc'eeA SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER UTILITIES EXCEPT AS SHOWN ON THESE / PLANS. D) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO ` PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES y. NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 13. NOTIFY U.S.A. PRIOR TO CONSTRUCTION SO THAT UTILITY COMPANIES MAY LOCATE THEIR LINES PRIOR TO ANY PHYSICAL CONSTRUCTION ON THE SITE AT 0 �P�� E)(1 ST. PA VI N6 800-642-2444. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO CON- /V .5"3"..3�� 3n" 257 2'8' � ��° c� STRUCTION. r - ., � tom-. �,�.�l�.r��z-t-r- w�u._• �. .��.tca.•�•T °�ca �• c��-r�:•a-�~T .�r-,��� -rtc.>-H , d^ �I.AC.. x::> %A4t`t'4•-F 5 `rl C7h1 A•�� -Tri . . :cr. �_ s4Q R ' d' C�! Gn C p�� r°••' .b r..51+t 't..+�.M - R C.�. C:>r_ :3W• vt.G�. N O. ""t"` J\ J-` �' " N CLZ( 1 M'l'' C:�►rt 1 M1� 1 N `"C t ��.cam--rtt�. � 1 : f` �.t�..c.��► �.� - �'�-►tx.al--r� �tov�tN eta �X/3?" Gr2e. U—\L �� •:�u1� �P�l� 'T�S G TTEk /� ♦S/lJE 1N,�C,� # C4AWJ 15 . to�1�tNJ +4e=r: ..,rs4•.1`{ VIAJ�0 1w --j-4.4e. 4:2%0&,-:no Ce>. `T..'�•"t"t�t+� t N� - � ��� WESTLAND ENt�INE°ER1'N CCS lop MAP CONSULTING CIVIL. ENGINEERING (805) 541•-2394 -_ 1037 MILL STREET, SAN LUIS OBISPO, CA 93401 8 �A L� lot = a r ' r r� moo- TAIPR VEME N "" " A IV " PREPARED FOR: j , AIENCA L MA NA GEMEN T. INCoutcr . rrnr- 17-2 G EL CAMINO REAL STA TION 417 TO 420 SHEET Pl L SECT JOA! DATE sCALE.• L[„ CRMINO K A L Al/GUST As NO; C/) s ic NO S C_Rl_F IV4&.. , 19®4 t :..t�,,GP-rt:>�.,1=;�.2A e C>r"1 OF 1 VV / 7 MUTUAL WATER CO, W E. SAL CaN ASL.E TV ATC P.G.ek E. DATE So. CAL.II^ GA CD. DTE. PAC SELL. t7A ATASCADERO M TUA T