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HomeMy WebLinkAbout1516 i CONSTRUCTION BENCH MAR N0. ELEV. 23.52 R/W LOCATION: 20FINISHTHE FLOOR OF THE EXISTING CHURCHR BUILDING WAS 0.5' HELD FOR ELEVATION AS 23.52. 12' SI TE COMMUNITY TRAIL & FENCE PER CITY STDS. TRAIL GENERAL NOTES EX. STREET IMPROVEMENTS i BANYAN - - - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 2% 2% 5: 1 SLOPE TO EXISTING GRADE CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. MOW CURB 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, MOW CURB WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE /� /� PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE SECTION !'1 -f1 IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED BRISTOL IN PLACE AS REQUIRED AT NOT COST TO THE CITY OF RANCHO CUCAMONGA. STA 10+00 TO 10+4$•47 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF , 1 5 WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING = FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER R/W OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 19TH STREET 6' 14' 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN THEI CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS 2 j 12' OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO INSTALLATION OF DECOMPOSED Q GRANITE TRAIL. z COMMUNITY TRAIL & FENCE PER 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING LLJ> CITY STDS. ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS Q SHALL BE APPROVED PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. = EX. STREET IMPROVEMENTS FOOTHILL BLVD. - - - 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 2% 4%° 5:1 SLOPE TO EXISTING GRADE WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE _ FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE * TREES SHALL BE TRIMMED M CURB �- MOW CURB MATERIAL. TO PROVIDE 10' CLEAR 8. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE OVER TRAIL. CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN SECTION C - M DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN 7 STA 11 +48.23 TO 11 +58.43 THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER R/W ITEMS OF WORK. 2,5> 17,5> 5' 9. CITY APPROVAL O F PLANS DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING \ CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. SAN BERNARDINO FWY. 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, 1 2' ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. C NMUNITY TRAIL & FENCE PER 101* C I Y STDS. / i 11. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. VICINITY MAP EX. STREET IMPROVEMENTS PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 *NOTE: 2% 4% �--- 9641 SAN BERNARDINO ROAD UNDERGROUND ALERT CONTACTS - RANCHO CUCAMONGA A 17 C 9 30 GENERAL TELEPHONE �- 12 P.C.C. CURB ONLY SO. CALIFORNIA EDISON MOW CURB S0. CALIFORNIA GAS COMPANY SECTION B - D B. METROPOLITAN WATER DISTRICT (714) 593-7474 CABLE COMPANIES P.O. BOX 54153 EXT. 6461 STA 10+90.66 TO 11 +24.22 LOS ANGELES, CA 90054 1" = 5' SOILS ENGINEER OWNER/DEVELOPER R.M.A. GROUP SHEPHERD OF THE HILLS LUTHERAN CHURCH 10851 EDISON COURT 6080 HAVEN AVENUE RANCHO CUCAMONGA, CA ALTA LOMA, CA 989-1751 CONTACT: STEVE BELCO z FINAL COMPACTION REPORT REQUIRED PRIOR 989 - 6500 24 HR. SCALE: 1 NOTE; "z z 20, MnLEASE OF FOOTING INSP-ECiIM = a_ J = COORDINATE WORK NEAR INTERSECTION WITH CURRENT CITY PROJECT TO LEGAL DESCRIPTION CL RECONSTRUCT CURB RETURN ETC. WW, �o Z A DIVISION OF A PORTION OF LOT 45 OF FOOTHILL FROSTLESS W I Z Z =_ W FRUIT CO. SUBDIVISION NO. 2 AS RECORDED IN BOOK 20 OF W 3 S DHZm rcW � A MAPS, PAGE 34, RECORDS OF THE COUNTY OF SAN BERNARDINO a� ~ STATE OF CALIFORNIA W z_ EXIST. 96" -WAT. • d d W'- W W W 2 J W O W p C� ~ W d \ H~ 0.'W jr)N W UV) y r wW` �o _� �Wb __ _ `- N� \ CONTRACTOR'S RESPONSIBILITY FOR SAFETY: m J m W W Q K^4 W 1 .19 \ I Z �`� � <o di `�iv nv n �_ �� �< ± CONS CT QOMMUNITY TRAIL R CI SAWCUT & REMOVE EXISTING A.C. PAVING IN SUBMITTING A BID FOR THIS WORK. THE CONTRACTOR AGREES THAT HE SHALL 1` z� dW + ox "' d ^� STANDSD 10 2-A. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING LJ ul 4 AND INSTALL 8 P.C.C. PAVING WITH Q • . a L)X J �'o , b W~ o ao THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL \ W z ? o TRANSVERSE MEDIUM BROOM FINISH. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY i7= b b K O `F 'Q' �W W r- W W Z \\ •� ,+, m� rnm hd J o r"b� e w 2 \ 331 AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR I W 4 W o x o 1 1 w SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS do FROM ANY AN ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE m a # PERFORMANCEOFWORK ION THIS PROJECT, EXCEPTING FOR LIABILITY ARISING c FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EXIST. 66" S.D. - - - ---- - - - - -� t . . / tl'NG)... . _� >F� 39 s - �_ la ENGINEERS NOTICE TO CONTRACTOR: • �� � / �� J `� f ` � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES J `�i SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. \ry69G� �; W = A ?A~04, ~ a EX. BUS SIGN r�?e� B q�Fti m 2 c ��o '� �t+s to THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY I `hhop m w i i j h* b w' O L^ oLn Bi L b' m ri TO BE RELOC. > >p �A r z z n n cJ END P.VtC. FENCETHE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN BY OMNITRANS 2J J ` a v 3 ri c ,�, �J \ ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS EXIST. S WTO � �o n v N BE REMOVED EX. MAIL BOX + i H + \ REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES c ZW o z PROT. IN PLACE I-n H EX. CATCH BASIN \ SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. mo m W EXIST. IMPROVEMENTS PER CITY DWG. NO. 63 ` PROT. IN PLACE \ J uj HAVEN AVENUE PROVIDE MEDIUM BROOM FINISH OR EQUIVALENT 4" ON SURFACE OF EXISTING CULVERT 6" DESCRIPTION OF REVISION CITY DATE APPROVED ESTIMATE OF QUANTITIES CITY OF RANCHO CUCAMONGA ITEM DESCRIPTION QUANTITY UNIT REMARKS 2801 1 REMOVE EXISTING P.C.C. SIDEWALK 984 SF 2 INSTALL PVC FENCING 277 LF CITY STD. 1010A : ; FOR THE FENCE NEAREST THE STREET, THE LOWER RAIL SHALL BE 3 PLACE 4" THICK DECOMPOSED GRANITE SURFACING 25.2 CY CITY STD 1001 & 1002A, 10028 12" LOWER THAN SHOWN ON THE STANDARD - SEE DETAIL AT RIGHT. DATA 4 CONSTRUCT 12" P.C.C. CURB ONLY 65 LF CITY STD 104 Q DELTA RADIUS LENGTH TANGENT 6" HAVEN AVENUE COMMUNITY TRAIL 5 CONSTRUCT 6" MOW STRIP 267 LF CITY STD 528 6 SAWCUT & REMOVE EXIST. A.C. PAVING 360 SFJ 12' 50' 18" 100.00 22.41 11.25 6" 7 INSTALL 8" P.C.C. PAVING W TRANSVERSE MEDIUM BROOM FINISH 360 SF �2 14' 21' 41" 56.00 14.04 7.06 CUP 93- 17 8 PROVIDE MEDIUM BROOM FINISH ON EXIST. CULVERT 60 SF APPROVED BY DATE N 0 T E: O FENCE RAIL SPACING DETAIL w• c`' '^.�a CITY ENGINEER R.C.E. N0. 24953 to ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. QUO �Z r\ DESIGN ASS I A T E D ENGINEERS RECOMMENDED THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING SEE ALSO CITY STD. 1010A. ,.`� �� .� A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. w No. L',6]Q 3311 E. SHELBY STREET �lP� G(LQ�� Q ExpDRAWN ONTARIO, CALIFORNIA 91764 SHEET TEL: 714 980-1982 clvl>_ Pam FAX: 7143 941 -0891 1 OF 1 \Qr.FOF CALEO CHECKEDP DRWG. N0. R.C.E. NO. FILE NO. FILE NO.